Page 31 - Area 51 CDs

A B C C.1 D E F G H I J K

(2) 2x6 SW-1 (2) 2x6 MIN (2) 2x6

MIN (2) 2x6
8 8 1625 LOCUST ST
KANSAS CITY, MO 64108
816.421.3222
www.apex-engineers.com

(3) 2x6

MIN (2) 2x6 BRYCE D. CRADY

SW-1 L IC ENS ED

18799
MIN (2) 2x6
7 SW-1 7 PRO F ES S I ONA L ENG I NEER
2023.05.08
(2) 2x6 K A NS A S
(2) 2x6 (2) 2x6 MIN (2) 2x6 (4) 2x6
(2) 2x6

STRUCTURAL DESIGN REVIEW
LIB (5'-9")
KANSAS ENGINEERING LICENSE:
E-992
6 (2) #2-2x10 HDR (2) #2-2x10 HDR 6 MISSOURI ENGINEERING LICENSE:
2003004673
LIB (5'-9")

1/2" BASEPLATES BEAR
1/2" BASEPLATES BEAR DIRECTLY AT FOUNDATION
DIRECTLY AT FOUNDATION AND OVER STEEL BEAM
LIB (5'-9") AND OVER STEEL BEAM BELOW. FULLY WELD
BELOW. FULLY WELD BASEPLATE TO BEAM
BASEPLATE TO BEAM
LIB (5'-9") 3" SCH 40 STL 3" SCH 40 STL (2) 2x4
(2) 2x6 HSS5X5X1/4 COL COL HSS5X5X1/4

5 5
(2) #2-2x10 HDR LIB (5'-9")
EXTEND HDR LIB (5'-9") (2) #2-2x10 HDR LIB (5'-9")
4.1 TO EXTERIOR 6 6 4.1
STUD WALL S5.0 S5.0

PROVIDE BLOCKING
1 AT 10' CEILING HEIGHT (2) 2x4
(2) 2x6
LIB (5'-9")

(2) 2x6
4 4

HSS5X5X1/4

FULLY WELD TOP
OF COLUMN TO
BEAM AT ROOF
LIB (5'-9") GB (17'-10") LIB (5'-9") 1 BRIAN & JENNIFER CULP

COL
3.1 (2) 2x6 3" SCH 40 STL W12X22 {MOMENT FRAME BEAM} 3.1 CULP RESIDENCE 5308 W 65th PL PRAIRIE VILLAGE, KS 38619 KIMBRO ST FREMONT, CA 94538
BOTTOM OF BEAM 1 1/2" ABOVE
DOOR ROUGH OPENING PROJECT: CLIENT:
3 3
(2) #2-2x10 HDR S5.0 MOMENT FRAME 1 REFERENCE FOR FOR ROOF BEAM PROJECT #: 22-3356
LIB (5'-9") LIB (5'-9") 7 HSS5X5X1/2 HSS5X5X1/2

STEEL MOMENT
FULL HEIGHT
COLUMN
AND DETAILS
MOMENT FRAME
2 (3) 2x4 S5.0 FRAME ELEVATION CONNECTION 2 DRAWN BY: APEX
COLUMN, REF S5.0
COLUMN
CHECKED BY:
JSG
TO MOMENT FRAME
SUBMITTAL DATE: Issue Date
COL
3" SCH 40 STL
1.2 1.2
COL (4" OD)
3 1/2" SCH 40 STL
LIB (5'-9") (2) #2-2x10 HDR (3) 2x4 (2) 2x6 1 HSS6X2X1/4
(2) 2x6
1
COMMENTS
MIN (2) 2x6
1 3" SCH 40 STL 1

(2) 2x6 SW-1 COL CONTINUOUS EXTERIOR SHEATHING PER WSP METHOD (BELOW)
BRACED WALL METHODOLOGY
UNLESS OTHERWISE NOTED ON THE PLAN

XXXX EXTERIOR BRACED WALLS: PLAN CHANGES CITY REVISIONS

WSP METHOD: ZIP R-6 STRUCTURAL PANEL SHEATHING WITH A 1 1/2" TOTAL THICKNESS FOR 16" OC
STUD SPACING WITH 10d x 3" COMMON NAILS AT 4" OC EDGES AND 12" OC FIELD.
(NOTE: FRAMING MEMBERS 16" OC MAX, UNBLOCKED, AND WITH SHEATHING APPLIED
DIRECTLY TO FRAMING MEMBERS)
A B C C.1 D E F G H I J K (NOTE : ALL STUDS TO BE DOUGLAS FIR- LARCH #2 GRADE)
DATE 5/8/2023
/ / / / INTERIOR BRACED WALLS (REF 2- S4.0): 5/2/2023
GB METHOD: 1/2" MIN GYPSUM BOARD OVER STUDS SPACED 24" MAX FASTENED WITH
No 6 - 1 1/4" TYPE 'W' OR 'S' DRYWALL SCREWS AT 7" OC EDGES AND FIELD
(MIN 4'-0" SECTION FOR BOTH SIDES.) # 1
OR
STRUCTURAL NOTES:
- ALL UNMARKED HEADERS LIB METHOD: 1x4 WOOD FASTENED WITH (3) 8D COMMON NAILS OR SIMPSON / USP 16 GA TYPE WB 5/8/2023 3:31:13 PM
MIN (2) #2-2x10 (OR EQUAL) STL X-BRACE(S) AT 45° TO 60° ANGLES, MAXIMUM 16" OC STUD
- ALL HEADERS AND BEAMS MIN FASTENED PER MANUFACTURER'S SPECIFICATIONS.
#2 GRADE DF/L (OR EQUIV)
- = BEARING WALL
SHEET:
- ALL STUDS TO BE DOUGLAS FIR- LARCH #2 GRADE
CEILING FRAMING PLAN
MAIN LEVEL FRAMING PLAN
1/4" = 1'-0"

S1.3