HomeMy WebLinkAboutS001.0H. G. McCULLOUGH DESIGNERS, INC- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comDesigned For:NVL 307 - Kennedy 312"X312"X14" STL. COLUMN w/
34"x12"x12" BASE PL. w/ (4) 34" HEADED
ANCHOR ASTM A325 F1554 GRADE 36
FTG. SIZEN0. REINFORCEMENT
INTERIOR COLUMN
FOOTING SCHEDULE
1'-0"
* VERIFY MECHANICAL ACCESSES THROUGH
FOUNDATION WALL W/ CONTRACTOR &
MECHANICAL CONTRACTOR
A 54"X54"X12" (5)#4's E.W.
B 48"X48"X12" (4)#4's E.W.
C 42"X42"X12" (4)#4's E.W.
D 36"X36"X12" (3)#4's E.W.
E 30"X30"X12" (3)#4's E.W.
TYPICAL FOOTING
REINFORCINGTIMES STEP
TWO STEP(SEE PLAN)POURED
CONCRETE WALL
BASED ON A SAFE ALLOWABLE BEARING
PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )
SEE SCHEDULED FOR
SIZE & REINFORCEMENT
3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGEND
INTERIOR COLUMN FOOTING DETAIL
TYPICAL DETAIL
INTERIOR COLUMN FOOTING
2. FOOTING STEP MASONRY PRECAST WALL DETAIL
3. FOUNDATION WALL MATERIAL
CONC. BLK.
WALLS
POURED CONC.
WALLS
4. GENERAL NOTES
* ALL MASONRY LEDGES TO BE 5"
(UNLESS OTHERWISE NOTED)
SEE SCHEDULED FOR
SIZE & REINFORCEMENT
3" CLEAR3" CLEAR
4 PLY BLOCKING ANCHORED
TO FOUNDATION w/1
2" X 8" ANCHOR
BOLTS DRILLED & EPOXY 48" o.c.
CONSTRUCTION LEGEND
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
20"x8" CONCRETE
FOOTING
10" POURED CONCRETE STONE LEDGE
20"x10" CONCRETE
FOOTING @ 2500 PSI
FTG.
DETAIL1
FTG.
DETAIL1
E
31 2x312x 14"
STL. COL.
FTG.
DETAIL1
FTG.
DETAIL1
E
FTG.
DETAIL1
FTG.
DETAIL1
C
FTG.
DETAIL1
FTG.
DETAIL1
E
W12x26#
STEEL BEAM
W10x19#
STEEL BEAM
W10x19#
STEEL BEAM
W10x19#
STEEL BEAM
STONE LEDGE
STONE LEDGE
STONE LEDGE
STONE LEDGE
STONE LEDGE STONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGESTONE LEDGE31 2x312x 14"
STL. COL.
312x31 2x14"
STL. COL.
FTG.
DETAIL 1
FTG.
DETAIL 1
E
20"x8" CONCRETE
FOOTING
20"x8" CONCRETE
FOOTING
20"x8" CONCRETE
FOOTING
20"x8" CONCRETE
FOOTING
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE31
2x31
2x 14"
STL. COL.
3'-1"9'-3" 2'-3" 9'-3" 2'-2" 25'-0" 12'-1058"8'-812" 6'-8"8'-812"6'-03
8"
24'-1" 26'-0"
M.O. M.O.3'-3"1'-012"9'-234" 16'-10"17'-278"23'-438"26'-0"3'-1"9'-3"2'-3" 9'-3" 2'-2" 22'-312"4'-1014"5'-614" 10'-758" 4'-038"16'-8"2'-8"16'-8"3'-618"12'-734" 3'-618"27'-8" 26'-0"9'-378"8'-4"3'-0"18'-1"17'-1112"5"36'-012"39'-1138"17'-1114"22'-8"17'-834"15'-0" 49'-0"3'-43
4"6'-8"4'-71
4"11'-4"
14'-8"2'-0"1'-7"5'-71
2"5'-81
2" 3'-4"41'-21
2"2'-11
2" 17'-0"
2'-312"
2'-312"
9'-71
2"9'-01
2"9'-11
2"15'-101
4" 35'-41
4"
18'-8"
17'-103
4"5'-5"
1134"6'-83
4" 10'-41
4" 7'-93
4" 11'-134" 10'-61
4"
5'-512"1134"17'-6"14'-434" 14'-8"
53
8"
32'-1012"58'-4"12'-912"5'-412"19'-8"8'-115
8 "1112"M.O. M.O.M.O.20"x10" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETE
FOOTING @ 2500 PSI
20"x10" CONCRETE
FOOTING @ 2500 PSI
2
8
1
8
3
8
4
8
2
8
3
8
4
8
1
8 2" MINIMUM SLOPEDCONCRETE SLAB2" MINIMUM SLOPED
CONCRETE SLAB
1034"SUMP w/
BATTERY BACKUP
EJECTOR PIT
& PUMP
GAS FURNACE
AWH AWH
HOLD THIS AREA AT
SLAB HEIGHT FOR
DOOR TO SET ON
1'-114"3'-3" M.O. 234" 3'-4"NOTE:
- 9'-0" POURED FOUNDATION WALLS
- STEP FOUNDATION w/ LOT GRADE, DAYLIGHT BASEMENT
ALONG BACK (VERIFY GRADE AT SITE) NOTE:STAYS SAME HEIGHTAS FRONT ELEVATIONSTONE
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" MIN.
MASO
NR
Y
LEDG
E
45
8"THICKNE
SS
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
1SCALE: 1/4"=1'-0"FOUNDATION PLAN 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 details05/13/20
Adam Schriner