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REV1 REVIEWED-BLD2021-1367+Structural_Calculations+10.4.2022_2.10.16_PM+3145418MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 7220 Trade Street, Suite 350, San Diego, CA 92121 ► p 619-650-0010 ► mulhemkulp.com .........................................., REVIEWED BY CITY OF EDMONDS e BUILDING DEPARTMENT CALCULATION PACKAGE Soffr per 26, 2022 Yen Design 857 Walnut St. Ede, M REVISION Oct 05 2022 BLD2021-1367 MULHERN & KULP STRUCTURAL ENGINEERING, INC. 0111 ti Repared W. NDah E HjTberstoR ELT. 3.-ff6x, imsr Co o� Nd-dasJ Dasta6n, RE Pqied E#nw'l/ Nd-dasJ M tigietti, RE mate CLvxr+ SrDegoCiWwDre d, �47$ w� 0t�, Is PROJECT NAME: RESIDENTIALM UL H E RTN�,� - K�UE�IP k [!M&K PROJECT #: L ENGINEER: DATE: BEAM & HEADER CALCULATIONS BEAM DESCRIPTION. F' vS� )�-ecl r . Q �ear o' Deio�k PARAMETERS: L = FT W = P = ANALYSIS: R-. = M- 4, = Q ��j [ K V. = K < VA« _ ® K D� • Q,.J K-FT < MALL = ®K-FT IN. L/©< L/240 x 10 PF :t� A FLVS�-i BEAM DESCRIPTION; PARAMETERS: L = i W = P = ANALYSIS: R.- = M -. = A- = tiara Jcr" B57 WALNUT ST. YEN DESIGN 25 1 -2 1 ❑❑ 1 9 NEH 1 6-AuG-2 1 ADEQUATE ADEQUATE ADEQUATE � �K V. {K < VAIL � �� K FOr 730-K-FT < MAIL = l < K-FT (7,0 IN. L/ a-(�j'i < L/240 F=-q.,,- z , bFOa FLVs)4 (A-u`b ® ADEQUATE ADEQUATE ADEQUATE BEAM DESCR/PTiON: l v-sk C� �f �py� , ® ( �er,ar S ld(f at Dec PARAMETERS: L = 11 �'r l� FT W= P = ANALYSIS: RMAx v_ o O'A �K V. = 1= K < VAu = ���D 11 K II\/ II ADEQUATE M-. = t f K-FT < MALL = K-FT t�� A- o. 11 IN. L/ :3qo7ll < L/240 F=-1g>r/o DF 4A rL�, }4 CA-N -P Lo4bEll K ADEQUATE ADEQUATE w PROJECT NAME: S57 WALNUT ST. � u4 MULHERN YEN DESIGN KULP €tESIDEP4TIAL STRUCTURAI, FNGINEERalG M&K PROJECT #: 25 1 -2 1 ❑❑ 1 9 "-'" ENGINEER: NEH DATE: 26-SEP-22 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: i1VSh ® �8 Cdi�� Tj QY� Keetr Colrv1e) jejPARAMETERS: L_jj FT W = OKLF P = K IO.D/ 7.J� ANALYSIS: RMAx = q��3 K Vo = �K < VA�� _ FESU:11K ADEQUATE MMAx = Eii[ElIK-FT < MALL = ®K-FT ADEQUATE 4L = O IN. L/ , < L/240 ADEQUATE 3� x �,� GZZ F104 80T. BEAM DESCRIPTION: f jVS� &,6rf" Pe!/j� (/4.A104le F&7� PARAMETERS: L =FE—X i7 V FT W = ff-� �,/"Y 1 KLF 1g6 ANALYSIS: R.A. = p?� K V. K < V„LL _ K ADEQUATE MMAx = S S K-FT < MALL = 60� K-FT ADEQUATE 4L _ IN. L/ L 7 < L/240 ADEQUATE �= d x/o bF 0) FWS1+ BEAM DESCRIPTION: -TtVA hr�a� D C CSW "jyly D�� R P ")"� PARAMETERS: L = p O FT W = i l../ KLF P = 7O K ANALYSIS: RMAx = '} Q �. K Vp = �K < VALL = J. V. K ADEQUATE MMAx = ®K-FT < MALL = �K-FT ADEQUATE 4L _ O IN. L/ < L/240 ADEQUATE x io Da��s