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Specifications " S, ((,,odd Cam. < < ,J op r S i 2-02 - 005)1 LATERAL CALCULATIONS FOR MM-2257-B RICHARD J. TURNER, P.E. REVISION #2 DATE: 10/03/22 JOB NUMBER: R20099 �- ��GINFF9 • • J,.. K.. �GOREGON0/5,.241 4RD J. EXP.DATE: 06-30-24 INDEX OF CALCULATIONS: PAGES DATE: 02/21/20 SHEAR WALL PLANS: 1 TO 3 SEISMIC LOADS: 4 TO 5 WIND LOADS: 6 TO 7 WALL DISTRIBUTION: 8 TO 9 FOOTING DESIGN: 10 BEAM ANALYSIS AND DESIGN: 11 REVISION#1 DATE: 09/21/22 PAGES ADDED 12 REVISION #2 DATE: 10/03/22 PAGES ADDED: 13 TO 14 1 10/3/2022 • tU RN ER FLOOR JOIST CALCULATION SHEET ENGINEERING 8 DESIGN PROJECT NAME: PROJECT NUMBER: R20089 FLOOR LIVE LOAD: 40 DATE: 9/27/2022 FLOOR DEAD LOAD: 10 JOIST: J1 J1 7 7 MEMBER PROPERTIES: 2X12 DFL-#2 2X12 DFL-#2 B 1.5 1.5 D 11.25 11.25 A 18.875 16.875 Sx 31.64 31.64 Ix 177.98 177.98 E 1600000 1600000 Fb: 900 900 Fv: 180 180 Cd: 1 1 Cm: 1 1 Cf: 1 1 Cr: 1.15 1.15 SPAN (MAX BAY LENGTH, FT): 17.5 20.5 JOIST SPACING (FT): 1.333 1.000 DISTRIBUTED LOAD(LB/FT): 66.65 50.00 MOMENT(LB-FT): 2551 2627 SHEAR(LB): 583 513 DEFLECTION TL(IN): 0.49 0.70 DEFLECTION LL(IN): 0.39 0.56 fb (PSI): 968 996 fv (PSI): 35 30 Fb'(PSI): 1035 1035 Fv'(PSI): 180 180 END REACTION WIND (LB): 583 513 DEFLECTION (TU???): U 426 U 353 DEFLECTION (LU???): U 533 U442 BENDING STRESS: O.K. O.K. FLOOR JOIST CALC SHEET FINAL PAGE 13 m SIMPSON'DTT1 Z' m TRUSS BC TO TOP v _ PLAT v IN. IN. ` '-T L / ro ti Olik _ ii( ` 0 MIN. 17 3 1 ` 2.0 2X12 C /-oIIo1L 5 r o 2ro .. — 1 y • r — e�c. , o95r w .. q z� I. ` •. --i 71 o S>41, a A'�FyS`diq t. Ali NCO$! , 1 \/ T0 �' ;:��; . - . 1 pF'q LW)2oE II / . L . .-i •.. . ,. .I ......:: •: mix Fel r ' MIN.....• - ■ MIN, rr 6 2'-4'A- 2.I ( iii �` SIMPSON SIMPSON Pia 'MSTA24'STRAP. . 'MSTA24'STRAP, 1 SIMPSON BEAM TO TOP BEAM TO TOP 'MSTA24'STRAP. PLATE PLATE BEAM TO TOP PLATE 44Fl MAIN FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. t3