HomeMy WebLinkAboutS001 - 241FA20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
36'-8"35'-8" 18'-4" 12'-8"8'-4"
17'-0"22'-4"
1'-4" 4'-6"4'-6"
2'-0" 1'-8"26'-8"13'-0"12'-4"6'-0"
43'-212" 18'-11" 19'-1012" 12'-8" 8"
10"
18'-412" 20'-7"19'-012"9'-4" 14'-8"4'-8"5'-4"11'-0"2'-8"18'-0"30'-8"24'-0"3'-0"3'-8"3'-8"3'-0"GRAVEL FILL
UNEXCAVATED
GRAVEL FILL
UNEXCAVATED
CRAWL SPACE
GRAVEL FILL
UNEXCAVATED
W10x30# STL. BEAM W10x30# STL. BEAM
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE24"x12" THK. CONC. FTG
W/(2)#4 BARS CONT.
24"x12" THK. CONC. FTG
W/(2)#4 BARS CONT.
24"x12" THK. CONC. FTG
W/(2)#4 BARS CONT.
24"x12" THK. CONC. FTG
W/(2)#4 BARS CONT.
8
11
1
8
2
9
1
8
2
9
3
8
10
4
5
10
5
10
7
10
7
10
11
8
9
11
FOOTING
DETAIL 1
BFOOTING
DETAIL 1
D FOOTING
DETAIL 1
D
BEAM PKT.8"13'-4"17'-4"10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE
8'-0"3'-8"10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE 10" POURED CONCRETE1'-414" 3'-3"13'-834"
1'-8" 3'-6" 16'-3"2'-0" 9'-3"4'-0" M.O. M.O.
M.O.2'-0"3'-4"2'-0"3'-2316"4'-0"3'-978"10" POURED CONCRETE
10" POURED CONCRETE10" POURED CONCRETE10'-5" 6'-3" 70'-0" 8'-0"
1'-4" 6'-8" 41'-358" 14'-438"15'-758"8"3'-2"12'-814"12'-0" 15'-1014" 9'-512" 18'-4"
1'-8"
31
2x31
2x14"
STL. COL.
31
2x31
2x14"
STL. COL.3'-8"15'-21516"81316"4'-612"5'-934"5'-034" 23'-758"6'-118"4'-614"5'-014"6" POURED
CONCRETE
31
2x31
2x14"
STL. COL.
31 2x31 2x 14"
STL. COL.
634" 634"16'-1012"634"712"7" 19'-5"7"
18'-4"10'-0"11'-0"6'-0"28'-4"GRAVEL FILL
31 2x312x 14"
STL. COL.
31 2x31 2x 14"
STL. COL.11'-712"12'-412"1'-8"5'-314"10
4
3
8
FOUNDATION
DETAIL 1-A
FD3
FOUNDATION
DETAIL 1-A
FD4
FOUNDATION
DETAIL 1-A
FD2FOUNDATION
DETAIL 1-A
FD1
FOUNDATION
DETAIL 1-A
FD5
36" CRAWL
SPACE ACCESS
36" CRAWL
SPACE ACCESS
113'-0"51'-4"10'-8"31
2x31
2x 14"
STL. COL.
31
2x31
2x 14"
STL. COL.
3'-034"12'-912" 3'-0 34 " 714"GRAVEL FILL
312"X312"X14" STL. COLUMN w/
3 4"x12"x12" BASE PL. w/ (4) 34" HEADED
ANCHOR ASTM A325 F1554 GRADE 36
SEE SCHEDULED FOR
SIZE & REINFORCEMENT
3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGEND
INTERIOR COLUMN FOOTING DETAIL
TYPICAL DETAIL
INTERIOR COLUMN FOOTING
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.Date: 06-15-2021Plan number #210113Designed For:Jim & Chris ThomasH. 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 DesignFTG. SIZE N0. REINFORCEMENT
INTERIOR COLUMN
FOOTING SCHEDULE
1'-0"
VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION
WALL w/ CONTRACTOR & MECHANICAL CONTRACTOR
ALL MASONRY LEDGES TO BE 4" UNLESS OTHERWISE NOTED
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 )
2. FOOTING STEP MASONRY PRECAST WALL DETAIL
3. FOUNDATION WALL MATERIAL
CONCRETE BLOCK WALLS
POURED CONCRETE WALLS
4. GENERAL NOTES
SCALE: 1/4"=1'-0"FOUNDATION DETAILS "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." 1Drawings & 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
06/29/22