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REVIEWED BLD2022-1001+Structural_Calculations+7.28.2022_11.44.03_AM+3018550RECEIVED Aug 10 2022 MULHERN+KULP RESIDENTIAL ;IRAL ENGIN NG 7220 Trade Street, Suite 350, San Diego, CA 92121 ► p 619-650-0010 ► mulhemkulpsom BLD2022-1001 REVIEWED BY CITY OF EDMONDS CALCULATION PACKAGE July 13, 2022 Yen Design 7914182nd PI SW Edmonds, WA MULHERN & KULP STRUCTURAL ENGINEERING, INC. Prepared By: Daniel J. Taylor, P.E. Project Engineer Nicholas J. Martignetti, P.E. Associate Owner f San Diego Office Director s 3• MaR Doti o� wAs�jc�� do �w a moo. ✓� $6478 &GIST'ER�' �S%NAL Signature, Seal d Date PROJECT NAME: 791 4 182ND PL SW �® MUUAERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING M&K PROJECT : EDMONDS, WA 25 1 -22❑ 1 7 ENGINEER: DJT DATE: 1 3-JUL-22 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: gcpROo,"1 ORQP�EO 9EA�`? d�/t PARAMETERS: L FT W = 7�` 3z KLF P = K ANALYSIS: RMAx = K VD K < VALL =JF�/ dZ K ADEQUATE M.,A. = / y. K-FT < MALL = ��?; O3 K-FT IF7r 4L = o. y3Y IN. L/ < L/240 jII/ADEQUATE cull N ADEQUATE BEAM DESCRIPTION: DINZNG Fl.t(SH 7-t7(✓ 66411 PARAMETERS: �'L y✓ L = �A i✓ / g FT e1 I- �✓ = 1. 2$ y K �✓ 3 ANALYdS: (. 2 t 4 KLF `z 1�g�k K V. = �K VALL = �. /� K �'/ .• ADEQUATE M r.rnx = 7J./C K-FT < MALL = Q�,/3r ' K-FT ADEQUATE 4L = •LIN. L/ 3CO < L/24D t�- Y +' II 'ADEQUATE 5%2 X BEAM DESCRIPTION: PARAMETERS: L = FT W = KLF P — �K ANALYSIS: R ra Ax = �K V. = �K < VALL K ADEQUATE M wnx K- FT < MALL K-FT © ADEQUATE 4L IN. L/< L/240 ADEQUATE YEN DESIGN 791 4 1 82ND PL SW EDMONDS, WA SHEAR WALL CALCULATIONS - WIND REVIEWED BY: NJM JULY 7 3, 2022 PARAMETERS: SINGLE FAMILY HOME DESIGN WIND SPEED: 7 00 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: D CODE & DESION STANDARD: 20 1 B IBC CH. 1 609, ASCE 7- 1 6 CH. 26-30 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING S41MULHERN KULP -RESIDENTIAL PROJECT NAME: 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 WIND DESIGN SUMMARY PER ASCE 7- 7 6 PARAMETERS: WIND SPEED 100 EXPOSURE CATEGORY OB RISK CATEGORY II WIND DIRECTIONALITY FACTOR, K. ❑.B5 TOPOGRAPHIC FACTOR, K.T 1.00 GUST FACTOR, G 0.85 GROUND ELEV. ABOVE SEA LEVEL [FT) 0 DESIGN TYPE ASO O/APHaA LEVELGM Z 7 FND ROOF GEOMETRY: BUILDING GEOMETRY: TRANS. ROOF PITCH 5,0 :1 2 LENGTH 56 FT LONG. ROOF PITCH 5.0 :1 2 WIDTH 25 FT MEAN ROOF HEIGHT, H 4fi.❑❑ NUMBER OF STORIES O2 TRANSVERSE DIRECTION (PERPENDICULAR TO MAIN RIDGE LINE) TRIBUTARY DESIGN AREAS: FLGGa-TG- FLDGa SECT/CN HE/GHT A D B FT Roof Surface 336 sq ft 7.667 Wall surtF�0ace �0 103 �0 sq ft FT Roof Surface 0 127 =0 sq ft Wall surtace =0 361 =sq ft Roof Surface �0 �0 �0 sq ft Wall surface�0 �0 �0 sq ft 3A 3 3B l" _________ F FB � LDG1R LONGITUDINAL DIRECTION (PARALLEL TO MAIN RIDGE LINE) TRIBUTARY DESIGN AREAS: FLDDR-TC- D/APHPAGM SECT/GN FLOOR LEVEL HE/GHT A ❑ B 2 7.667 FT Roof Surface ===sq ft Wall surface 212 1=sq ft 7 '].667 FT Roof Surface sq ft Wall surface sq ft 3A 3 3B FND Roof Surtace =0 =0 =0 sq ft Wall surface =0 =0 sq ft WIDTH TRIBUTARY DESIGN LOADS: (0.6W) SECT/GN Story Shear 0.00 2.76 0.00 kips Total Shear 0.00 2.76 0.00 kips 2.76 kips Story Shear 0.00 4.29 0.00 kips Total Shear 0.00 7.05 0.00 kips 7.05 kips Story Shear 0.00 0.00 0.00 kips Total Shear 0.00 7.05 0.00 kips 7.05 kips TRIBDTARY DESIGN LOADS: (0.6W7 SECT/ON Story Shear A ❑ B 0.00 2.04 0.00 kips Total Shear 0.00 2.04 0.00 kips 2.04 kips Story Shear FO.00 3.46 0.00 kips Total Shear 0.00 ]5.49F 0.00 kips 5.49 kips Story Shear 0.00 0.00 0.00 kips Total Shear 0.00 5.49 0.00 kips 5.49 kips Page 1 of 1 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PROJECT NAME: YEN DESIGN 791 4 1 E32ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑ 1 : 1 ST - LIVING ROOM SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 1 7.7 FT. MAX WALL OPENING HT, H� O.O FT. WALL LENGTH, L 3.❑ FT. QUALIFYING WALL LENGTH, L 1 1 3.❑ FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 50❑ Les < 11 4368 Las SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 20 PLF OVERTURNING MOMENT 1 1 .5 K-FT HOLD DOWN DESIGN LOAD ❑ Les DL AT ENDS OF WALL 4❑❑ LBS RESISTIVE MOMENT 1 3.B K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 02: 1 ST - GARAGE SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H B.7 FT. MAX WALL OPENING HT, HC 4.❑ FT. WALL LENGTH, L 24.❑ FT. QUALIFYING WALL LENGTH, L 1 B.❑ FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2025 LDS G 6048 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 20 PLF OVERTURNING MOMENT 1 7.6 K-FT DL AT ENDS OF WALL ❑ LBS RESISTIVE MOMENT 31 .1 K-FT HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED HOLD DOWN DESIGN LDAD Lee HOLDOWN CAPACITY ❑ LBS Page 1 MULHERN+KULP RESIDENTIAL :,IHUGWHAL LN6INLFHIN6 PROJECT NAME: YEN DESIGN 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 03: 1 ST - REC ROOM SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 1 7.7 FT. MAX WALL OPENING HT, H� O.O FT. WALL LENGTH, L 9.1 FT. QUALIFYING WALL LENGTH, L 1 19.1 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 765 Les < 6412 Las SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 220 PLF OVERTURNING MOMENT 1 3.5 K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ Les DL AT ENDS OF WALL O LBS RESISTIVE MOMENT 36.1 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 04: 1 ST - DINING ROOM SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, HC ❑.❑ FT. WALL LENGTH, L 1 ❑.B FT. QUALIFYING WALL LENGTH, L 1 ❑.B FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 76L1 Les < 3640 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 22O PLF OVERTURNING MOMENT 1 3.5 K-FT DL AT ENDS OF WALL 4❑❑ LBS RESISTIVE MOMENT 1 S.S K-FT HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED HOLD DOWN DESIGN LDAD Lee HOLDOWN CAPACITY ❑ LBS Page 2 MULHERN+KULP RESIDENTIAL :,IHUGWHAL LN6INEFHIN6 PROJECT NAME: YEN DESIGN 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑ 5: 1 ST - LIVING R❑OM REAR EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, H� 4.5 FT. WALL LENGTH, L 1 7.3 FT. QUALIFYING WALL LENGTH, L J.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 SO❑ Les < 11 3108 Las SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 21 O PLF OVERTURNING MOMENT 1 3.B K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ Les OIL AT ENDS OF WALL ❑ LBS RESISTIVE MOMENT 28.4 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 06: 1 ST - DINING ROOM REAR EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, HC 3.B FT. WALL LENGTH, L 1 1 .4 FT. QUALIFYING WALL LENGTH, L S.4 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY ISO❑ LBS G 1 E3Z0 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 2OO PLF OVERTURNING MOMENT 1 1 .5 K-FT DL AT ENDS OF WALL ❑ LBS RESISTIVE MOMENT 1 1 .6 K-FT HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED HOLD DOWN DESIGN LDAD Lee HOLDOWN CAPACITY ❑ LBS Page 3 MULHERN+KULP RESIDENTIAL :,IHUGWHAL LN6INEFHIN6 PROJECT NAME: YEN DESIGN 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑ / : 1 ST - REC ROOM FRONT EXT WALL (X2) SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, H� ❑.❑ FT. WALL LENGTH, L 2.3 FT. QUALIFYING WALL LENGTH, L 2.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 35 Les < 11 641 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 447 PLF OVERTURNING MOMENT 1 .❑ K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ Les OIL AT ENDS OF WALL O LBS RESISTIVE MOMENT 1 .1 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 ❑B: 1 ST - GARAGE REAR EXT/I NT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H B.7 FT. MAX WALL OPENING HT, HC ❑.❑ FT. WALL LENGTH, L 4.7 FT. QUALIFYING WALL LENGTH, L 4.7 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 L122 LBS < 1 568 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 31 5 PLF OVERTURNING MOMENT B.9 K-FT DL AT ENDS OF WALL O LBS RESISTIVE MOMENT 3.1 K-FT HOLD-DOWN SPECIFICATION SIMPSON HTT4 HOLDOWN HOLD DOWN DESIGN LDAD 1 236 LBS HOLDOWN CAPACITY 31 OS LBS Page 4 YEN DESIGN 791 4 1 82ND PL SW EDMONDS, WA SHEAR WALL CALCULATIONS - SEISMIC REVIEWED BY: NJM JULY 7 3, 2022 PARAMETERS: SINGLE FAMILY HOME DESIGN WIND SPEED: 7 00 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: D CODE & DESION STANDARD: 20 1 B IBC CH. 1 609, ASCE 7- 1 6 CH. 26-30 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING �' MULHERN KULP PROJECT NAME: 7914 182ND PL SW RESIDENT YEN DESIGN M&K PROJECT #: 251 -2201 7 ENGINEER: OJT DATE: 1 3-JUL-22 .SEISM/C CALCULATION - A.SCE 7- 16 SEISMIC DESIGN CATEGORY: USER INPUTS: SITE CLASS SPECTRAL RESPONSE ACCELERATION 0.2 SEC, SS 1.3❑6 SPECTRAL RESPONSE ACCELERATION 1.0 SEC, 51 p.g6y OCCUPANCY CATEGORY II VARIASLES: SITE COEFFICIENT, FA SITE COEFFICIENT, FV 1.84 CALCULATED VALUES: MAXIMUM SPECTRAL RESPONSE ACCELERATION, 5Ra 1 .567 MAXIMUM SPECTRAL RESPONSE ACCELERATION, S., 0.549 DESIGN SPECTRAL RESPONSE ACCELERATION, 5o. 1 .045 DESIGN SPECTRAL RESPONSE ACCELERATION, S., 0.566 SEISMIC DESIGN CATEGORY (SHORT TERM) SEISMIC DESIGN CATEGORY (1.0 SECOND TERM) EQUIVALENT LATERAL FORCE PROCEDURE DEAD LOAD CALCULATION: LEVEL 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 IS 19 20 LEVEL 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 1B 19 2D STORY HT. (FT.I AREA (FT2) DEAD LOAD (PSF) SEISMIC RESPONSE COEFFICIENT: TRAN BVE RESPONSE MD DIFICATION FACTOR, R OCCUPANCY IMPORTANCE FACTOR, IE 1.00 SEISMIC RESPONSE COEFFICIENT, C. ❑.161 BASE SHEARS: ULTIMATE LOADS TRANSVERSE LONGITUDINAL K K STORY SHEAR CALCULATION: DISTRIBUTION EXPONENT,1 .00 ULTIMATE LOADH VERT. DIST. TRANSVERSE LONGITUDINAL FACTOR, C._ 0.392 o.6oB o.000 o.000 o.00 o.00 0.00 o.00 o.00 o.00 o.00 o.00 o.00 0.00 o.00 o.00 o.00 o.00 o.00 0.00 STORY SHEAR Fx 2.5 K 3.9 K 0.0 K o.o K 0.0 K o.o K 0.0 K o.o K o.o K 0.0 K o.o K 0.0 K o.o K 0.0 K o.o K o.o K 0.0 K o.o K 0.0 K 0.0 K STORY SHEAR F 2.5 3.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 K BUILDING PERIOD DETERMINATION: USER INPUTS: BUILDING PERIOD COEFFICIENT, CT ❑,020 LONG -PERIOD TRANS PERIOD, TL (SEC) HT. ABV BASE TO HIGHEST LEVEL, h. 1 5 CALCULATED VALUES: APPROXIMATE FUNDAMENTAL PERIOD, T. ❑, 1 55 To Ts r ❑. 542 SPECTRAL RESPONSE Acc., Se (G) 1 .045 SITE CLASS ASSUMPTION PER ASCE 7-16 SECTION 1 1 .4.3 THE SITE CLASS MAY BE ASSUMED TO BE D OL OF TOTAL EXT WALL LEVELTO (KIPS) TRIG. TOTAL LOAD OF STRUCTUREF-74-0-7 LEVEL DL K K KIPS 22 2.2 1.3 17 ❑.❑ ❑ ❑.❑ ❑ ❑.0 ❑ ❑.0 ❑ ❑.0 ❑ ❑.0 ❑ ❑.0 ❑ ❑.0 ❑ ❑.0 ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.❑ ❑ ❑.0 ❑ DEAD ALLOWABLE Logos TRANSVERSE LONGITUDINAL 4.5 4.5 X 0.7 = ALLOWABLE LOADS TRANSVERSE LONGITUDINAL STORY S-R+ F� L-ETORY SHEAR STORY -SHEAR F, l SORY SHEAR 1.B K 4.5 K r 1.B K 4.5 2.7 K 2.7 K 2.7 K 2.7 o.o K o.o K Oro K o.o o.o K o.o K 0.0 K o.o o.o K o.o K 0.0 K DmO o.o K 0.0 K Oro K o.o o.o K 0.0 K Oro K o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.13 K 0.0 K 0.0 K 0.0 K Page 1 of 1 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING PROJECT NAME: YEN DESIGN 791 4 1 E32ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑ 1 : 1 ST - LIVING ROOM SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 1 7.7 FT. MAX WALL OPENING HT, H� O.O FT. WALL LENGTH, L 3.❑ FT. QUALIFYING WALL LENGTH, L 1 1 3.❑ FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 1 25 Les < 11 3107 Las SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 20 PLF OVERTURNING MOMENT B.6 K-FT HOLD DOWN DESIGN LOAD ❑ Les DL AT ENDS OF WALL 4❑❑ LBS RESISTIVE MOMENT 1 3.B K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 02: 1 ST - GARAGE SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H B.7 FT. MAX WALL OPENING HT, HC 4.❑ FT. WALL LENGTH, L 24.❑ FT. QUALIFYING WALL LENGTH, L 1 B.❑ FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 12 Les G 4302 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 20 PLF OVERTURNING MOMENT 9.B K-FT DL AT ENDS OF WALL ❑ LBS RESISTIVE MOMENT 31 .1 K-FT HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED HOLD DOWN DESIGN LDAD Lee HOLDOWN CAPACITY ❑ LBS Page 1 MULHERN+KULP RESIDENTIAL :,IHUGWHAL LN6INLFHIN6 PROJECT NAME: YEN DESIGN 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 03: 1 ST - REC ROOM SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 1 7.7 FT. MAX WALL OPENING HT, H� O.O FT. WALL LENGTH, L 9.1 FT. QUALIFYING WALL LENGTH, L 1 19.1 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 1 25 Les < 11 4561 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 220 PLF OVERTURNING MOMENT B.6 K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ Les DL AT ENDS OF WALL O LBS RESISTIVE MOMENT 36.1 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 04: 1 ST - DINING ROOM SIDE EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, HC ❑.❑ FT. WALL LENGTH, L 1 ❑.B FT. QUALIFYING WALL LENGTH, L 1 ❑.B FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 12 LBS < 25B9 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 22O PLF OVERTURNING MOMENT B.6 K-FT DL AT ENDS OF WALL 4❑❑ LBS RESISTIVE MOMENT 1 S.S K-FT HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED HOLD DOWN DESIGN LDAD Lee HOLDOWN CAPACITY ❑ LBS Page 2 MULHERN+KULP RESIDENTIAL :,IHUGWHAL LN6INEFHIN6 PROJECT NAME: YEN DESIGN 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑ 5: 1 ST - LIVING R❑OM REAR EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, H� 4.5 FT. WALL LENGTH, L 1 7.3 FT. QUALIFYING WALL LENGTH, L 9.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 405 Les < 11 221 1 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 21 O PLF OVERTURNING MOMENT 1 O.B K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ Les OIL AT ENDS OF WALL ❑ LBS RESISTIVE MOMENT 28.4 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 06: 1 ST - DINING ROOM REAR EXT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, HC 3.B FT. WALL LENGTH, L 1 1 .4 FT. QUALIFYING WALL LENGTH, L 5.4 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 295 Les = 1 295 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 2OO PLF OVERTURNING MOMENT 9.9 K-FT DL AT ENDS OF WALL ❑ LBS RESISTIVE MOMENT 1 1 .6 K-FT HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED HOLD DOWN DESIGN LDAD Lee HOLDOWN CAPACITY ❑ LBS Page 3 MULHERN+KULP RESIDENTIAL :,IHUGWHAL LN6INEFHIN6 PROJECT NAME: YEN DESIGN 791 4 1 82ND PL SW M&K PROJECT #: 251 -2201 7 ENGINEER: DJT DATE: 1 3-JUL-22 SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑ / : 1 ST - REC ROOM FRONT EXT WALL (X2) SHEARWALL PROPERTIES: WALL HEIGHT, H 7.7 FT. MAX WALL OPENING HT, H� ❑.❑ FT. WALL LENGTH, L 2.3 FT. QUALIFYING WALL LENGTH, L 2.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 35 Les < 11 456 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 447 PLF OVERTURNING MOMENT 1 .❑ K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ Les OIL AT ENDS OF WALL O LBS RESISTIVE MOMENT 1 .1 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 ❑B: 1 ST - GARAGE REAR EXT/I NT WALL SHEARWALL PROPERTIES: WALL HEIGHT, H B.7 FT. MAX WALL OPENING HT, HC ❑.❑ FT. WALL LENGTH, L 4.7 FT. QUALIFYING WALL LENGTH, L 4.7 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 L122 LBS < 1 1 is LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OS FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 31 5 PLF OVERTURNING MOMENT B.9 K-FT DL AT ENDS OF WALL O LBS RESISTIVE MOMENT 3.1 K-FT HOLD-DOWN SPECIFICATION SIMPSON HTT4 HOLDOWN HOLD DOWN DESIGN LDAD 1 236 LBS HOLDOWN CAPACITY 31 OS LBS Page 4