Page 29 - Area 51 CDs

PIER SCHEDULE

MARK COL SIZE PIER DIA
G 6x6 12"
H 6x6 16"
A B C C.1 D E F G H I J K J 6x6 18"
3
K 6x6 24"
S2.0
L 6x6 28"
4'-0" 2'-0" 14'-6" 2'-6" 13'-0" 15'-6" 4'-0" 6'-6" 19'-6" 2'-0" NOTES:
1. ALL PIERS TO BEAR ON ORIGINAL,
8 8 UNDISTURBED SOIL OF 2,000 PSF BEARING 1625 LOCUST ST
19'-0" 28'-6" CAPACITY OR FILL COMPACTED AND TESTED KANSAS CITY, MO 64108
TO CONFORM TO THE RECOMMENDATIONS 816.421.3222
OF A GEOTECHNICAL ENGINEER. www.apex-engineers.com
2. PIERS SHALL EXTEND BELOW THE FROST
8"x9'-0" CONC FOUNDATION LINE: MIN DEPTH OF 36" BELOW GRADE.
WALL WITH #4 BARS AT 12" OC 3. POST SHALL BE TREATED OR CEDAR
VERT AND 24" OC HORIZONTAL WITH SIMPSON ABU66 POST BASE.
9'-0" WITH #4 BARS AT 12" OC VERT AND 9'-0" ON 16"x8" CONC FTG WITH (2) #4
8"x9'-0" CONC FOUNDATION WALL
24" OC HORIZONTAL ON 16"x8" BARS CONT
CONC FTG WITH (2) #4 BARS CONT
(REF ARCH FOR FOUNDATION
BRYCE D. CRADY
L IC ENS ED
1 JUMPS AND KEYWAYS)
COLUMN AND PIER PAD SCHEDULE
18799
7 7 COLUMN MARK PAD SIZE REINFORCING COLUMN SIZE PRO F ES S I ONA L ENG I NEER
2023.08.16
A 30"x30"x12" (4) #4 BARS E-W 3" SCH 40 (3.5" OD) K A NS A S
STEP PER 5'-6" B 36"x36"x12" (4) #4 BARS E-W 3" SCH 40 (3.5" OD)
C
3" SCH 40 (3.5" OD)
42"x42"x12"
(5) #4 BARS E-W
5'-6" ARCH D 48"x48"x12" (6) #4 BARS E-W 3 1/2" SCH 40 (4" OD)
STEP PER E 54"x54"x16" (8) #4 BARS E-W REF PLAN
ARCH STRUCTURAL DESIGN REVIEW
F 60"x60"x16" (10) #4 BARS E-W REF PLAN
KANSAS ENGINEERING LICENSE:
NOTES: E-992
6 6 1. COLUMN AND PIER PAD SIZES SHOWN ARE FOR MAXIMUM ADJUSTABLE MISSOURI ENGINEERING LICENSE:
2003004673
C COLUMN HEIGHT OF 9'-1", REQUIRES SEPARATE ENGINEERED DESIGN IF
GREATER THAN 9'-1" TALL. COLUMNS SIZED AS QUWIK-ADJUST COLUMN,
2 BY QUALITY WAY PRODUCTS, LLC. REFER TO SAFE LOADING CAPACITIES
PER MANUF SPECS, OR SUBSTITUTION TO ANOTHER PRODUCT ONLY
8"x10'-0" (9'-0" EFFECTIVE) CONC WITH PRIOR APPROVAL BY APEX ENGINEERS.
8"x4'-0" CONC FOUNDATION WALL WITH #4 2. COLUMN AND PIER PAD SIZES SHOWN ARE BASED ON AN ASSUMED
FOUNDATION WALL BARS AT 12" OC VERT AND 24" OC
WITH #4 BARS AT 24" OC HORIZONTAL ON 16"x8" CONC MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF.
EACH WAY ON 16"x8" FTG WITH (2) #4 BARS CONT (REF
CONC FTG WITH (2) #4 ARCH FOR FOUNDATION JUMPS
BARS CONT(REF ARCH 12'-6" 8"x9'-0" CONC FOUNDATION 8"x10'-0" (9'-0" EFFECTIVE) CONC AND KEYWAYS) 12'-6" DETAIL REFERENCES
FOR FOUNDATION WALL WITH #4 BARS AT 12" OC FOUNDATION WALL WITH #4
JUMPS AND KEYWAYS)
VERT AND 24" OC BARS AT 12" OC VERT AND 24" OC
HORIZONTAL ON 16"x8" CONC HORIZONTAL ON 16"x8" CONC 1 TYPICAL FOUNDATION WALL DETAIL
FTG WITH (2) #4 BARS CONT FTG WITH (2) #4 BARS CONT (REF S2.0
(REF ARCH FOR FOUNDATION ARCH FOR FOUNDATION JUMPS
STEP PER JUMPS AND KEYWAYS) AND KEYWAYS) 3 HOLD LOW 2 TYPICAL "UNRESTRAINED"
ARCH
S2.0 FOR PATIO S2.0 FOUNDATION WALL DETAIL
STEP PER
ARCH
5 5 3 TYPICAL DEAD MAN DETAIL
1'-0" 1'-0" S2.0

4
4.1 BEAM POCKET FULL BEARING FULL BEARING 4.1 S2.0 FOUNDATION WALL JUMP DETAIL
AS REQ'D FOR 6 FOR BASEPLATE 6 FOR BASEPLATE
DEEP BEAM S5.0 S5.0
62'-0" 62'-0" S2.0 COLUMN PAD DETAIL
5

10'-0" EQ 10'-0" S2.1 TYPICAL STRUCTURAL GARAGE
1
SLAB PLAN
8"x4'-0" CONC FOUNDATION 8"x9'-0" CONC 8"x4'-0" CONC FOUNDATION
WALL WITH #4 BARS AT 24" OC FOUNDATION WALL WALL WITH #4 BARS AT 24" OC 2 STRUCTURAL GARAGE SLAB
EACH WAY ON 16"x8" CONC WITH #4 BARS AT 12" OC EACH WAY ON 16"x8" CONC FTG S2.1 PIER PAD DETAIL
FTG WITH (2) #4 BARS CONT VERT AND 24" OC WITH (2) #4 BARS CONT (REF
(REF ARCH FOR FOUNDATION HORIZONTAL ON 16"x8" ARCH FOR FOUNDATION JUMPS
JUMPS AND KEYWAYS) CONC FTG WITH (2) #4 AND KEYWAYS) 3 STRUCTURAL GARAGE SLAB/
BARS CONT (REF ARCH S2.1 WALL SECTION
4 FOR FOUNDATION 4
JUMPS AND KEYWAYS)
6 TYPICAL OVERDIG DETAIL AT
C B S2.1 BASEMENT SLAB

7 EQ EQ
1 ALTERNATE BRACED WALL PANEL
S5.0 S4.0 DETAIL
FULL BEARING
FOR BASEPLATE
10'-0" EQ 1 10'-0" S4.1 APA NARROW WALL BRACING
1
METHOD WITHOUT HOLD-DOWNS
1 S2.1 REF FOR STRUCTURAL ALT
GARAGE SLAB DETAILS
SET BASEPLATE DIRECTLY
ON FOUNDATION AND BRIAN & JENNIFER CULP
ANCHOR WITH (4) 1/2" DIA X COLUMN AND PIER PAD SCHEDULE PRAIRIE VILLAGE, KS FREMONT, CA 94538
4'-0" 2'-0" 1 (SHEET S2.0)
ANCHORS WITH MIN 6" CULP RESIDENCE 38619 KIMBRO ST
3.1 EMBEDMENT, REF DETAIL 3.1 5308 W 65th PL
DISCLAIMER - EXPANSIVE SOILS DISCLAIMER PROJECT:
1'-0" 1'-0" CLIENT:
3 3
THESE PLANS HAVE BEEN PREPARED BASED ON A
STEP PER D PRESUMPTIVE ALLOWABLE BEARING CAPACITY AS
4'-6" ARCH 1 REFERENCE FOR 4'-6" ALLOWED BY IRC CODE AND THE LOCAL ENFORCING
STEEL MOMENT
S5.0 FRAME ELEVATION JURISDICTION. PROJECT #: 22-3356
AND DETAILS DRAWN BY: APEX
2 2 APEX ENGINEERS, INC. (APEX) RECOMMENDS THAT ALL
FOOTING EXCAVATIONS BE EVALUATED BY A LICENSED CHECKED BY: JSG
2'-6" B 8"x10'-0" (9'-0" EFFECTIVE) CONC 3 HOLD LOW 2'-6" GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF SUBMITTAL DATE: 2023.03.23
FOUNDATION WALL WITH #4
1.2 7'-1 3/4" BARS AT 12" OC VERT AND 24" OC S2.0 FOR PATIO 1.2 ANY FOUNDATION ELEMENTS. GEOTECHNICAL
HORIZONTAL ON 16"x8" CONC 10 INVESTIGATION AND/OR TESTING IS NOT A SERVICE
FTG WITH (2) #4 BARS CONT (REF S5.0
ARCH FOR FOUNDATION JUMPS PROVIDED OR OFFERED BY APEX.
AND KEYWAYS) 1
6'-0" 6'-0" APEX HAS NOT BEEN RETAINED TO DETERMINE THE

EXPANSIVE SOIL CHARACTERISTICS OF THE SUBGRADE SOIL
AND THEREFORE CANNOT BE HELD RESPONSIBLE FOR THE
1 1 VOLUMETRIC CHANGES OF THE SOIL (INCLUDING BELOW COMMENTS
THE BASEMENT SLAB). BY USE OF THESE PLANS WITHOUT
IF UNBALANCED FILL IS AN ACCOMPANYING GEOTECHNICAL ENGINEERING REPORT,
8"x9'-0" CONC 3 8'-0" 5'-0" GREATER THAN 4'-0", CONTACT
FOUNDATION WALL S2.0 EOR FOR SEPARATE APEX SHALL NOT BE HELD LIABLE FOR ANY FUTURE
WITH #4 BARS AT 12" OC RETAINING WALL DESIGN MOVEMENT AND/OR DIFFERENTIAL MOVEMENT OF THE
VERT AND 24" OC 4'-0" 2'-0" 14'-6" 2'-6" 13'-0" 15'-6" 4'-0" 6'-6" 19'-6" 2'-0" PROPOSED STRUCTURE AND THE POSSIBLE DAMAGE THAT CITY REVISIONS PLAN CHANGES
HORIZONTAL ON 16"x8"
CONC FTG WITH (2) #4 83'-6" MAY BE CAUSED AS A RESULT OF SUCH MOVEMENT.
BARS CONT (REF ARCH DAMAGE FROM EXPANSIVE SOILS AND/OR SETTLEMENT CAN
FOR FOUNDATION 2 RESULT IN AMONGST OTHER THINGS, THE FOLLOWING:
JUMPS AND KEYWAYS)
BASEMENT SLAB HEAVE, SHEETROCK CRACKS, WINDOWS
A B C C.1 D E F G H I J K AND DOOR BECOMING OUT OF PLUMB AND STICKING
AND/OR NOT OPENING, DAMAGE TO TILE, MOULDING, AND DATE 5/2/2023 8/16/2023
OTHER COSMETIC FINISHES.

# 1 2

8/16/2023 3:30:25 PM

SHEET:
FOUNDATION PLAN
FOUNDATION PLAN
1/4" = 1'-0"

S1.1