Page 30 - Area 51 CDs

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

8 8 1625 LOCUST ST
KANSAS CITY, MO 64108
816.421.3222
www.apex-engineers.com

11 7/8" TJI/210 AT 16" OC BRYCE D. CRADY

L IC ENS ED

18799
7 7 PRO F ES S I ONA L ENG I NEER
2023.05.08
K A NS A S
3" SCH 40 STL
COL

WELD STRUCTURAL DESIGN REVIEW
W10X33 {FLUSH, CONTINUOUS} KANSAS ENGINEERING LICENSE:
E-992
6 6 MISSOURI ENGINEERING LICENSE:
2003004673
(2) 1¾"x11⅞" LVL {FLUSH AT FLOOR} 11 7/8" TJI/210 AT 16" OC DOUBLE EVERY OTHER JOIST IN AREA 'X' 11 7/8" TJI/210 HSS10X6X1/4 {FLUSH} HSS8X4X1/4 HSS8X4X1/4 {OUTRIGGER}

WELD
AT 16" OC
{OUTRIGGER}

WELD COLUMN WELD COLUMN 11 7/8" TJI/210 AT 16" OC (2) 1¾"x11⅞" LVL {FLUSH}
ABOVE TO TOP OF ABOVE TO TOP OF
STEEL BEAMS STEEL BEAMS
5 W10X17 {FLUSH} W10X12 {FLUSH} 5

(2) 1¾"x11⅞" LVL {FLUSH AT FLOOR} 11 7/8" TJI/210 AT 16" OC 3" SCH 40 STL
4.1 BEAM POCKET 4.1
AS REQ'D FOR
DEEP BEAM

4 3" SCH 40 STL W10X22 {FLUSH} WELD WELD W10X68 {FLUSH, CONTINUOUS} COL 4
(2) 1¾"x11⅞" LVL {FLUSH AT FLOOR} (2) 1¾"x11⅞" LVL (2) 1¾"x11⅞" LVL {FLUSH} #2-2x8 AT 16" FOR 1 W14X61 OR W16X57 OR W18X55 {TOP OF BEAM 1 1/2" BELOW TOP OF JOISTS} SOLID BLOCKING AT 48" OC,

DOUBLE EVERY JOIST IN
COL
AREA "X" FOR KITCHEN
ISLAND ABOVE. PROVIDE
{FLUSH}
EXTEND BLOCKING ONE
JOIST BAY PAST EACH SIDE
OF ISLAND ABOVE
FLUSH ENTRY
SHOWER ABOVE

COL (4" OD)
3.1 3 1/2" SCH 40 STL 11 7/8" TJI/210 AT 16" OC W10X15 {TOP OF BEAM 1 1/2" BELOW TOP OF JOISTS} 3.1 PROJECT: CULP RESIDENCE 5308 W 65th PL PRAIRIE VILLAGE, KS BRIAN & JENNIFER CULP 38619 KIMBRO ST FREMONT, CA 94538

3 (2) 1¾"x11⅞" LVL 3 CLIENT:
3" SCH 40 STL (2) 1¾"x11⅞" LVL {FLUSH} PROJECT #: 22-3356
{FLUSH}
COL

2 2 DRAWN BY: APEX
W10X15 {FLUSH, CONTINUOUS} CHECKED BY: JSG

11 7/8" TJI/210 AT 16" OC (2) 1¾"x11⅞" LVL {FLUSH} MIN (2) #2-2x10
1.2 1.2 STRUCTURAL NOTES: SUBMITTAL DATE: Issue Date
- ALL UNMARKED HEADERS
- ALL HEADERS AND BEAMS MIN
#2 GRADE DF/L (OR EQUIV)
- = BEARING WALL
- ALL STUDS TO BE DOUGLAS FIR- LARCH #2 GRADE

1 1 COMMENTS

BRACED WALL METHODOLOGY
CONTINUOUS EXTERIOR SHEATHING PER WSP METHOD (BELOW)
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
DEFERRED JOIST SUBMITTAL: GB METHOD: 1/2" MIN GYPSUM BOARD OVER STUDS SPACED 24" MAX FASTENED WITH
• JOIST DESIGN SHALL BE SUBMITTED TO APEX No 6 - 1 1/4" TYPE 'W' OR 'S' DRYWALL SCREWS AT 7" OC EDGES AND FIELD
ENGINEERS, INC. FOR REVIEW PRIOR TO (MIN 4'-0" SECTION FOR BOTH SIDES.)
CONSTRUCTION AND INSTALLATION OF JOISTS # 1
• JOIST DESIGNER/ MANUFACTURER SHALL FOLLOW OR
ASSUMED JOIST DIRECTIONS AS CLOSELY AS LIB METHOD: 1x4 WOOD FASTENED WITH (3) 8D COMMON NAILS OR SIMPSON / USP 16 GA TYPE WB 5/8/2023 3:31:12 PM
POSSIBLE TO CONFORM WITH HOUSE STRUCTURE AS (OR EQUAL) STL X-BRACE(S) AT 45° TO 60° ANGLES, MAXIMUM 16" OC STUD
A WHOLE FASTENED PER MANUFACTURER'S SPECIFICATIONS.
• IF DEVIATIONS FROM ASSUMED JOIST DESIGN ARE
REQUIRED, MANUF. SHALL CONTACT APEX
SHEET:
FIRST FLOOR FRAMING PLAN
FIRST FLOOR FRAMING PLAN
1/4" = 1'-0"

S1.2