REVIEWED RESUB 1-BLD2024-0097+Structural_Analysis_or_Calculations+2.14.2024_6.52.24_AM+4058335RESUB
Feb 14 2024
MULHERN+KULP
RESIDENTIAL STRUCTURAL ENGINEERING
7220 Trade Street, Suite 295, San Diego, CA 92121 ► p 619-650-0010 ► mulhemkulp.com
CALCULATION PACKAGE
January 22, 2024
Architectural Innovations
Zuri Hector Remodel
BLD2024-0097
,.,.,.,.,.
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT?
Design Codes: 2018International Residential Code / 2018International Existing Building Code
Gravity Design Loads:
Dead Load (psf)
Roof Rafters : 10
Ceiling Joists : 10
Snow Load (psf)
Flat Roof Snow Load : 25
MULHERN & KULP STRUCTURAL ENGINEERING, INC.
Prepared By:
John C. Leone, E.I.T. Staff Engineer
Nicholas J. Martignetti, P.E. Associate Owner f San Diego Office Director
Signature, 5eal6 Date
PROJECT NAME:
MULHERN+KULP M&K PROJECT#:
RESIDENTIAL STRUCTURAL ENGINEERING
ENGINEER:
DATE:
BEAM & HEADER CALCULATIONS
Zu r i Hector Remodel
Architectural Innov.
244-24002
JCL
17-Jan-24
BEAM DESCRIPTION: RF FRMG - NEW FLUSH BOTTOM BM @ LIVING - WORST CASE 1
PARAMETERS. P
L = FT w
W = 0.13 KLF
P = 4.5 K
ANALYSIS:
RMAX = 3.5 K V. K < VALL = 12.8 K ADEQUATE
MMA. = 26.4 K-FT < MALL = 27.17 K-FT (CD=1.15) ADEQUATE
UNBRACED Illuuu���
4L = 0.531 IN. L/ 418 < L/240 ADEQUATE
3 1/2" x 18" GLB
BEAM DESCRIPT/ON: RF FRMG - NEW FLUSH BOTTOM BM @ LIVING - WORST CASE 2P Li
PARAMETERS.
L = FT w
W = 0.13 KLF 4.25' 10' 4.25'
P = 4.5 K
ANALYSIS:
RMAX = 5.7 K V. K < VALL = 12.8 K ADEQUATE
MMAX = 24.6 K-FT < MALL = 27.17 K-FT (CD=1.15) ADEQUATE
UNBRACED
4L = 0.495 IN. L/ 449 < L/240 ADEQUATE
3 1 /2" x 18" G L B
BEAM DESCRIPT/ON: RF FRMG - NEW FLUSH BOTTOM BM @ LIVING - WORST CASE 1132
PARAMETERS.
L = 13 FT
w = 0.54 KLF
P = 2'4 K 5.6 k 3.5 k
ANALYSIS:
RMAX = 5.6 K V. K < VALL = 13.62 (L) K ADEQUATE
( 4.59 (R)
MMAx = 11.4 K-FT < MALL = 30.09 K-FT CD=1 .15) ADEQUATE
UNBRACED
4L = 0.249 IN. L/ 626 < L/240 ADEQUATE
5 1 /4" x 11 7/8" LVL (NOTCHED TO 4" MIN. DEPTH @
INNER EDGE OF EXTERIOR WALL)