Page 42 - Area 51 CDs

1/4

1/4
PL3/8x4x0'-9" WITH
DBL 2x PLATE FASTENED TO PL3/8x3x0'-10" (3) 3/4" A325 BOLTS
STEEL BEAM WITH 1/2" DIA THRU (CENTERED)
BOLTS AT 24" OC STAGGERED
(TYP AT T&B OF STL BEAM)

1'-4" 1/2" CAP PLATE,
TYP 3" 1 1/2"

1 1/2" 1625 LOCUST ST
3"
KANSAS CITY, MO 64108
816.421.3222
www.apex-engineers.com

1 1/2" STEEL BEAM, REF
FRAME ELEVATION
L5x5x3/8 x 0'-3", TYP
2'-0" TYP AT
MOMENT
1/4 PLATES
STEEL COLUMN, REF FRAME ELEVATION BRYCE D. CRADY
STEEL COLUMN, REF L IC ENS ED
FRAME ELEVATION
2x PLATE ATTACHED TO STL COL WITH 18799
0.157" PAFS OR #10 S-T SCREWS AT 16" OC
PRO F ES S I ONA L ENG I NEER
2023.05.08
K A NS A S
TYP WOOD FRAMING ATTACHMENT TO BEAM TO COLUMN MOMENT
8 STEEL FRAME 4 CONNECTION

S5.0 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND S5.0 1 1/2" = 1'-0" STRUCTURAL DESIGN REVIEW
MAY NOT BE CUT OR CALLED OUT ON PLANS
KANSAS ENGINEERING LICENSE:
E-992
1 MISSOURI ENGINEERING LICENSE:
2003004673
1/4 1/4
STEEL COLUMN, STEEL COLUMN,
REF FRAMING 8" CONC WALL REF FRAMING 8" CONC WALL
ELEVATION ELEVATION

2 3/4"2 3/4" 2x6 WALL 5 1/2" 2x6 WALL 5 1/2" 2 3/4"2 3/4"

2" 3" 8" 3" 2" 2 1/2" 3" 6 1/2"

1'-6" 1'-0"

PL1/2x5 1/2x1'-6" WITH (4) 1/2" PL1/2x5 1/2x1'-0" WITH (2) 1/2"
DIA ANCHOR WITH MIN 6" DIA ANCHOR WITH MIN 9"
EMBEDMENT (DRILL AND EMBEDMENT (DRILL AND
EPOXY WITH HILTI HIT-HY200 EPOXY WITH HILTI HIT-HY200
ADHESIVE) ADHESIVE)

7 COLUMN BASE PLATE 3 COLUMN BASE PLATE

S5.0 1 1/2" = 1'-0" S5.0 1 1/2" = 1'-0"

8" CONC WALL

1
1/4
1/4
1/4 STEEL COLUMN, STEEL COLUMN,
STEEL COLUMN, REF FRAMING REF FRAMING
REF FRAMING ELEVATION ELEVATION
ELEVATION 2 1/2"
8" CONC WALL

3"
6" 2 3/4"2 3/4" 5 1/2" 2x6 WALL 2x6 WALL 5 1/2" 2 3/4"2 3/4"
3"

1 1/2" 6" 1 1/2" 2 1/2" 3" 6 1/2"
3" 3" 4" BRIAN & JENNIFER CULP
8" CONC WALL PRAIRIE VILLAGE, KS
9" WITH 2" KEY 1'-0" CULP RESIDENCE FREMONT, CA 94538
10" FOR JOISTS 5308 W 65th PL 38619 KIMBRO ST
PL1/2x5 1/2x1'-0" WITH (2) 1/2" PL1/2x5 1/2x1'-0" WITH (2) 1/2" PROJECT:
PL1/2x5 1/2x1'-0" WITH (2) 1/2" DIA ANCHOR WITH MIN 9" DIA ANCHOR WITH MIN 6" CLIENT:
DIA ANCHOR WITH MIN 6" EMBEDMENT (DRILL AND EMBEDMENT (DRILL AND
EMBEDMENT (DRILL AND EPOXY WITH HILTI HIT-HY200 EPOXY WITH HILTI HIT-HY200
EPOXY WITH HILTI HIT-HY200 ADHESIVE) ADHESIVE)
ADHESIVE)

PROJECT #: 22-3356
10 COLUMN BASE PLATE 6 COLUMN BASE PLATE 2 COLUMN BASE PLATE
DRAWN BY: APEX
S5.0 1 1/2" = 1'-0" S5.0 1 1/2" = 1'-0" S5.0 1 1/2" = 1'-0"
CHECKED BY: JSG

SUBMITTAL DATE: Issue Date

BEAM IN LOW ROOF

T.O. BEAM
TYP AT FULLY WELD BEAM 1 1/2" BELOW TOP 4 5
MOMENT TO CAP PLATE OF ROOF TRUSSES S5.0
PLATES 1/4 S5.0
W12X22 COMMENTS
STEEL COLUMN, REF 1/4 1/2" CAP PLATE
FRAME ELEVATION B.O. BEAM
1/4
BOTTOM OF BEAM
STEEL BEAM, REF PL3/8x4x0'-9" WITH 1 1/2" ABOVE DOOR PLAN CHANGES CITY REVISIONS
FRAME ELEVATION (3) 3/4" A325 BOLTS ROUGH OPENING

1 1/2" 3" HSS5X5X1/2

1 1/2" 3" HSS5X5X1/2 DATE 5/8/2023 5/2/2023

# 1
2x PL ATTACHED TO 3 2
STL TUBE WITH 0.157" STEEL BEAM, REF S5.0 S5.0
PAFS AT 16" OC FRAME ELEVATION 1 1/2" 5/8/2023 3:31:15 PM

L5x5x3/8 x 0'-3", TYP

STEEL COLUMN, REF T.O. FDTN
FRAME ELEVATION SHEET:
REF ARCH
TYP WOOD FRAMING ATTACHMENT TO MOMENT FRAME DETAILS
9 STEEL FRAME 5 BEAM TO HSS COLUMN CONNECTION 1 MOMENT FRAME AT GARAGE

S5.0 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND S5.0 1 1/2" = 1'-0" S5.0 3/8" = 1'-0" S5.0
MAY NOT BE CUT OR CALLED OUT ON PLANS