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REVIEWED RESUB3 BLD2023-1300+Structural_Analysis_or_Calculations+11.22.2024_11.42.40_AM+4634824144 4 1 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 7220 Trade Street, Suite 295, San Diego, CA 92121 ► p 619-650-0010 ► mulhemkulp.com BLD2023-1300 CALCULATION PACKAGE November 21, 2024 Yen Design 9222183rd PI SW Edmonds, WA .............................................. , REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT:: ..............................................: RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MULHERN & KULP STRUCTURAL ENGINEERING, INC. BPS 1. M,gRT�G Prepared By: owASyl�c Reika Shimizu, E.I.T. Staff Engineer yP goy Nicholas J. Dastab, P.E. Project Engineer // y t Nicholas 1. Martignetti, P.E. Associate Owner f San Diego Ofh'ce Director ��o RF 6478� ��v4 .� CISTER �SS10NAL ECG Signature, Seal 6 Date PROJECT NAME: 9222 183RD PL SW F14' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING M&K PROJECT #: YEN DESIGN 251 -23001 9 ENGINEER: RXS DIE: OS-JuN-33 BEAM & HEADER CALCULATIONS BEAM DESCR/PTIO ROOF FRMG: FLUSH BM @ FLAT ROOF COV. PATIO PARAMETERS. L = 1Z w = 0.285 K E PK ANALYSIS: Rynx = 1.71 K Ve = K < V.uu = 6.61 K AOEG--TE M„— = 5.13 < M,LL = 6.94 - � AOEggATE INv 681 < L/240 �✓ A-..--. 6x10 DF #2 FLUSH SEAM DESCRIPTION. ROOF FRMG: FLUSH BM @ SLOPED ROOF COV. PATIO PARAMETERS L12 w = 0.231KEE P= ®K ANALYSIS: Rynx 1'3S K V. — K < V.uv 5'38 K IF-71 ADEPUATE 4x = 0.35IN. L/ 413 < L/240 �✓ A-..--. 6x8 DF #2 DROPPED 6EAM DESCR/PTIO ROOF FRMG: EXT. HDR @ SITTING RM PAR AMETERS w = 0.504KEE P= ®K ANALYSIS: Rv.x = 1.51 K Ve = K < V.uu = 2.50 K ADEGUATE Mnu = 2.2% < M.0 = 2.S% - A ---ATE IN.v 606 < L/240 �✓ A-..--. (2)2x8 HF #2 HDR PROJECT NAME: 9222 1 83RD PL SW MULHERN+KULP YEN DESIGN I,L31ULI,iiAL - ...JRAL ENGINEERIN., M&K PROJECT #: 251 -2300 1 9 ENGINEER: RXS DATE: 08-JUN-23 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: ROOF FRMG: EXT. HDR @ MASTER BEDRM PARAMETERS: L W= 0.084 KLF ► r 1 t t ' P = K ANALYSIS: R.,a. = 0.24 K v„ _ K < V-1 = 1.9 K M,.,.,. = 0.36 K-FT < MILL = 1.27 K-FT pr = 0.04 IN L/ 999+ < L/240 (2)2x6 HF STUD HDR BEAM DESCRIPTION: MAIN LEVEL FRMG: EXT. HDR @ OFFICE PARAMETERS: L = ® FT W = O.SB KLF P = K ANALYSIS: R_ = Z.ZG K V. = �K < V,.,, = 1.9 K M... = 1.16 K-FT < M. = 1q. 27 K-FT 4 = 0.07 IN. L 717 < L/240 (2)2x6 HF STUD HDR ED ADEQUATE ADEQUATE EADEQUATE 71 ADEQUATE ADEQUATE 7 ADEQUATE B4 im PROJECT NAME: MULHERN KULP RESIDENTIAL SiHULWHAL ENGINEERING M&K PROJECT #: ENGINEER: DATE: BEAM & HEADER CALCULATIONS 9222 1 B3RD PL SW YEN DESIGN 251 -2300 1 9 RXS ❑S-JUN-23 BEAM DESCRIPTION: MAIN LEVEL FRMG: DECK JOISTS PARAMETERS: L = 12 FT W = 0.35 KLF P =0 K 1.7k 12' 4.4k 7' 0.5k ANALYSIS: RMAx = 4.4p K V. K < VA- = 5.22 K lz ADEQUATE M MAX = 4.8 K-FT < MALL = 4.82 K-FT I ADEQUATE orgy - IN L/ 395 < L/240 - ADEQUATE (4)2x8 HF #2 FLUSH BEAM DESCRIPTION: PARAMETERS: L = FT W = P = ANALYSIS: RMAx = M MAX _ Orgy = KLF K K V. = K < VALL _ K K-FT < MALL _ K-FT �IN. L/< L/240 BEAM DESCRIPTION: PARAMETERS: L = FT W = P = ANALYSIS: RMAx = M MAX _ Orgy = KLF K K V. = K < VALL _ K K-FT < MALL _ K-FT �IN. L/< L/240 ADEQUATE ADEQUATE ADEQUATE ADEQUATE ADEQUATE ADEQUATE B 170 YEN DESIGN 9222 1 83RD PI_ SW EDMONDS, WA SHEAR WALL CALCULATIONS - WIND REV/EWED BY: N✓M ✓UNE 7, 2023 PAaAMETEae: Sll.. FAM/LY HOME D.,. W/ND BPEED: I CO MPH W/ND EXPOB(laE CATEDORY: B 6E/BM/C DEB/ON DATEDORY: D CODE & DEs/ BTANOARD: 201B IBO ON. 16C9, ABCE 7-16 Cm. 26-30 �' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING �' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PROJECT NAME: 9222 I83RD PIT aw M&K PROJECT $: 351-33019 ENGINEER: axe W/NO OE8/GN SUMMARY PER ABCE 7-16 Ex ...AT ..I Ro of Gw Mu weer..'rvp .rE IT Hunee ere eae E®rr T RY NSVERSBE DIRECTION GET---- AA .. wee. RN. � o o SN, 000 XIP Wall aoRau 39B 090 p Tolelb� ?� 1 �� o .,S. 000 XIP Wall ao au 0 5BR 099 MA 16]3 0 AN 000 000 Xp GNO R Wall ao eu 0 0 SMu 0.00 1513 0.00 IOW Cl J r um LONG TSIO NGL DIRECTION FARG—Toman wee—Ne a �r1 RroI BURew —pll O00 AW O00 XIL< W Il au Re® pfl TWSM gelBMer 3W 0.00 FSa ]00 RIP �� pn 3A 3ERW2[I-�FNO wwu wnam S AW BNIS— 0.00 OW 0.00 F9aWall qfl au GW, qfl 3q _ _F/a PII 3 Y �1 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PRodecT NAm E: YEN DESIGN 9222 1 S3RD PL SW M&K PRo Ecr M: 251 -2301 9 ENGINEER: RXS SHEARWALL DESIGN SUMMARY SHEARWALL 1 DD: 1 ET - NORTH-WEST WALL @ BEDRM 3, MASTER SADISM 77HXEARWALL PROPERTIES: Wa H i Xq IT B.9 MAX WALL OPENING XT. He 3.0 WILL LENGTH, L 26.0 QUALIFYING WALL LENGTH, L 1 20.0 SXEAAALL Aea[meLv PD TOTAL SHEAR LOAD N WALL ALLOWABLE SHEARWALL C"I'lly 150DG 4D34 e RID - 1-HIDE 7/16F O5S FE-TENED w/ BO NAILS AT SID.O. PANEL EDGES & 12'0.0. PANEL FIELD - UNHLOCKED ADEQUATE R D DVERTBR ND Mom �K.^ D DOWN Xol Ow DESIGN L IL" CL AT ENDS OF WALL Lee R ESISTIVE MOMENT HOLDOWN CAPAcry HDLD-DDWN SPECIFICATION No HDLDOWN REQUIRED SHEARWALL 1 O 1 : 1 SIT - NORTH-EAST WALL @ MASTER BOOM. WIC WALL HEISHT. IT MAX LN WALL LENGTH, L 24.0 QUALIFYINGWALLLENGTH. L I 1B..I mr. SHEARWALL AGGISm— CAPACITY EVALUATION TOTAL SHEAR LOAD ON WALL ALL SHEARWALL CAPACITY LEE Ga P1 - 1-HIDE 7/16' OSS FASTENED W/ IED NAILS AT 6"O.C. PANEL EDGES G 1 2"O.C. PANEL FIELD EDGES BLOCKED ADEQUATE �LEa �K.ET DOW DESIGN LOAD Hol LOS 1LBa OILATENDS OF WALL RSZRBTIIVE MOMENT HOLDOWN CAPAcr HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED �' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PRodecT NAME: YEN DESIGN 9222 1 B3RD PL SW M&K PROaEcr #: 251 -2301 9 ENGINEER: RAN SHEARWALL DESIGN SUMMARY SHEARWALL 1 : BASEMENT - SOUTH-WEST WALL @ GARAGE WALL q H 9.5 MAx WALL OPENING 41. He 3.0 WILL LE GTn, L 1 30.2 HE QUALIFYING WALL LENGT, L 1 26.2 CX[A WALL Aea[meLv CAPACITY EVALUATION TOTAL SHEAR LOAD EN WALL ALLOWABLE 3XANWALL C"I'lly v000< evesLEE P1 - 1-SIDE 7/16m OSB FASTENED W/ 0S NAILS AT 6°o.O. PANs & 1 RO.O. PANEL FIELD EDGES BLOCKED ADEQUATE R G OVERTURNING MOMENT �— Xol D DOWNDESIGN LOAD L.N OL ATENDS OFWALL Les RESISTIVE MOMENT XDLDOWN CAPAcry Les HDLD-DDWN SPECIFICATION No HDLDOWN REQUIRED SHEARWALL X : - NOT USED WALLHEIMHT. IT MAX LN WALL LENGTH, L 0.0 OUALIFnNGWALLLENGTN.L 1 0.0 IT. SHEARWALL AmUNEEy PO CIAGAIRITY EVALUATION TOTAL L LL E SHEARW#olv/oAll CAPACITY #### E PO - 1-SIDE 7/16' OSB IS FASTENED W/ ED NAILS AT 6°O.C. PANEL S & 12 O.O. PANEL FIELD - UNBLOCKED #D HISCIT.E. BE K FT DOW DESIGN LOAD LOS DL AT ENDS OF WALL�LO RESISIVE MOMENT I DO K ET NOL MOLDOWN CAPAcr ILO HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED YEN DESIGN 9222 1 83RD PI_ SW EDMONDS, WA SHEAR WALL CALCULATIONS - SEISMIC REV/EWED BY: N✓M ✓UNE 7, 2023 PAaAMETEae: Sll.. FAM/LY HOME D.,. W/ND BPEED: I CO MPH W/ND EXPOB(laE CATEDORY: B 6E/BM/C DEB/ON DATEDORY: D CODE & DEs/ BTANOARD: 201B IBO ON. 16C9, ABCE 7-16 Cm. 26-30 �' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING MULHERN+KULP PROJECT NAME: 9222 183RD PL SW �/ ES DENTIALI I, I N 11 11 1, YEN DEBIBN MGK PROJECT a: 2B1-33019 SEISMIC CALCULATION - ASCE 9-16 >a EourvatcNT Euicaat vaaccEaanecouac o L..o.,E. IR..E.ER... , o oHT.A...A...,....T.�..'n:E ,a o o....T <. A. All ...... .. .�.,..E.....Ea�,.,., o o •. o oT.o s......, a...,,.. A......I.I o .... .......r o •o �' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PRCIIII NAME: YEN DESIGN 9222 1 BSE D PL. SW M&K PRoaEcr 8: 251 -2301 9 ENGINEER: PAR SHEARWALL DESIGN SUMMARY SHEARWALL 1 00: 1 ET - NORTH-WEST WALL @ BEECH 3, MASTER BEDRM wWALL PORT LI: ST. MAX WALL OPENING Xi. He WILL LENGTH, L 1 34.5 ST. QUALIFYING WALL LENGTH, L 1 20.0 rr. BXEARwALL Ass—Lv O TOTAL SHEAR LOAD N WALL ALLOWABLE SHEARWALL BASIS — LEE G LIE. DE L FASTENED AILS A FIT PANEL OGE /- 1 O5B PANEL HELD EDGES -LUCKED L` w/00N AL s&12OS ADEQUATE R O OVERTOR NO MOLL �X.FT XBL D DOw DESIGN L OL AT ENDS OF WALL Lee RESISTIVE MOMENT HBLDBWN CAPACITYILEE HOLD-DOWN SPECIFICATION NO HDLDOWN REQUIRED SHEARWALL 1 O 1 : 1 ST - NORTX-EAST WALL @ MASTER BERM, WIC SHEARWALL PROPERTIES: WALL HEIMHT. IT MAX LOPENING WALLLENGTH. L 24.0 QUALIFYINGWALLLENGTH, L I 1B.C1 rr. SHEARWALL AGGEMGLY TOTAL SHEAR LOAD ON WALL ALLSHEARWALL CAPACITY LEE < B P1 - 1-HIDE 9/16F OSB FASTENED W/ 0D NAILS AT 6"O.C. aAMT A,E 12"O.C. PANEL FIELD EDGES BLOCKED ADEQUATE GOF F XBL DOW DESIGN LOAD LOS ILLS CL AT ENDS.... WALL L. 9 RESISTIVE MOMENT KIT HBLDBWN CAPACITY HOLD-DOWN SPEOIFIG�TON NO HOLDDWN REQUIRED �' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PROdecT NAME: YEN DESIGN 9222 1 B3RD PL. SW M&K PRO2EGT #: 251 -2301 9 ENGINEER: RAN SHEARWALL DESIGN SUMMARY SHEARWALL 1 : BASEMENT - SOUTH-WEST WALL @ GARAGE HXEARWALL PROPERTIEB: wa i. IT 9.5 MAE WALL OPENING.T. He 3.0 WILLLLENIGTH. L 1 30.2 ST. QUALIFYING WALL LENGTH, L 1 26.2 CXEARNALL AGGENE O TOTAL SHEAR LOAD Ewmr N WALL ALLOWABLE CNARWaLL Ca 435DG 62'l5 E FASTENED 1 / PANEL FIELD EDGES GLUCPEO w/RoNAILS A i6°FI-I EL EDGES - 1 a2OS ADEQUATE R O �LGG OVERTNI NG MOM �F.iT Xol D DOWNDESIGN LEAD L.N OL AT ENDS OF WALL RESISTIVE MOMENT HDLDDWN CAPACITY Les HOLD-DOWN SPECIFICATION NO HDLDDWN REQUIRED SHEARWALL XXX: - NOT USED HXEARWALL PROPERTIES: WALHEIMHT. IT LLENGTw IT. MAX NLENGTH, WALL L C.0 QUALIFYINGLWALL L 1 0.0 IT. SHILARAMOUL ANGIE— CAPACITY EVALUATION TOTAL L ALLOWABLE SHEARW#oIv/DALE CAPACITY LEE #### E PO - IMSIDE 9/16' OS FASTENED W/ 3D NAILS AT 6°O.C. PANEL EDGES & 12 O.O. PANEL FIELD - UNBLOCKED #D X IT DOWN XDL DESIGN LOAD LOS DL AT ENDS OF WALL�LG REGISIVE MOMENT I GO K IT HDLDDWN CAPACITYIDLG HOLD-DOWN SPECIFIG�TON SEEM NO HDLDDWN REQUIRED SW #001 7.5k 4.3bk P1 = El REC ROOM 3ARAGE j�4 = _ dL'O1SN31S V3�I OFFICE MUDROOM II / WET BAR LAUNDRY HM �- 7 E BEDROOM 1 Q WINDOW WELL AS REQUIRED C L' LEGEND NEW STUD WALL EXISTING WALL TO REMAIN ----- DEMOLISHED NON -BEARING WALLS U,N,0.) .��. NEW BEAM . �. EXISTING BEAM 15.1k WIND .a 7 8.7k 8.7k SEISMIC o m F w w w w o a X W Q X X X 1 w o N DESIGN IN (206) 432-1111 YENDES.COM / /I \ ❑ I APPROVALSTAMP CL L" LN II 4111� BATH 1 1 SAUNA ISTORAGEI 1 1 I 1 1 1 1 1 I ENGINEER STAMP asxo9 I 1 1 I 1 1 I I 1 ■ ■ O V) F � z 0 50 G N 00410 2 O Q > d Q W L) (L p H z N Q 2 m V) p o N w o w N a N pW O rn BASEMENT FLOOR PLAN 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-O" Dp y 41 41 81 fA JOB NO, 23-0032 I HALFSCALE 11x17 FULL SCALE 22x34 SHEET 1 C� MAIN FLOOR PLAN 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-O" LEGEND NEW STUD WALL EXISTING WALL TO REMAIN ----- DEMOLISHED NON -BEARING WALLS U,N,O.) .��. NEW BEAM . �. EXISTING BEAM 7.8k A6.5k 3.Ok 6.5k WIND SEISMIC N #101 9k fA) o m F w w w w o a X W Q X X X 1 w o N DESIGN IN (206) 432-1111 YENDES.COM APPROVALSTAMP ENGINEER STAMP V) O F � Z Z C0LLIN C Z 3: 0000 c) >ad Q W U p F Z N Q 2 m V) p o N w o w N a N pw U rn z c� co w 0 U Q 75 LIJ U J) JOB NO, 23-0032 HALFSCALE 11x17 FULL SCALE 22x34 SHEET 1