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SW CHECK <br /> Holdown Check <br /> ROOF <br /> Longitudinal <br /> T(kip) T(kip) T(kip) Omega Needed <br /> Wall Seismic Omega Wind HDU/Strap <br /> B(New) -0.766 2.811 -1.905 HDU4 yes <br /> C.1 (After) 1.939 6.281 0.469 HDU8 YES <br /> D.1 (after) Ll 0.5061 2.424 -0.2551 HDU4 IYES <br /> D.2 (after) 1 0.7961 2.7631 0.1101 HDU4 IYES <br /> Transverse <br /> Wall Seismic 10mega lWind HDU/Strap 10mega Needed <br /> 2(after) 1.6461 6.2174091 0.023 HDU8 IYES <br /> 3 (New) 5.0071 13.237061 2.786 HDU8 INO <br /> ......................................................-................-...................................I.......... ... . . . . ......................... .... <br /> HOLDOWN SCHEDULE (DF•SEISMIC) HOLDOWN SCHEDULE (DF.WIND) <br /> ALLOWABLE UPLIFT X MIN END STUD CONCRETE MARK MODEL#,,, ALLOWABLE UPLIFT (LW MIN END STUD CONCRETE <br /> MARK MODEL#,,, MIDWALL CORNER ENDWALL STUDS,? FASTENERS ANCHOR,,, MIOWALL CORNER ENDWALL STUDSn FASTENERS ANCHOR,,, , <br /> lA LSTHD8 (a) 2565 2225 1835 (2) 2x (20) 16d SINKERS N/A <br /> lA LSTHD8 (a) 2250 1950 1610 (2) 2x (16) 16d SINKERS N/A 16 STHDIO(a) 4020 3350 2480 (2) 2x (28) l6d SINKERS N/A <br /> 18 STHDIO(a) 3400 2940 2175 (2) 2x (20) I6d SINKERS N/A IC STHD14 (a) a 5285 4410 (2) 2x (30) 16d SINKERS N/A <br /> 1C STHD14(a) 3815 3500 (2) 2x (24) 16d SINKERS N/A 2 HOU2-SOS2.5 3075 (2) 2x (6) y"0x SDS �a SST616 <br /> 2 HDU2-SDS2.5 2550 (2) 2x (6) y"0x2}�y" SDS 'rJ SST616 4 HDU4-SOS2.5 4145 3380 (2) 2x (10)y'OxzY" SOS "a SST620 <br /> 4 HDU4-SDS2.5 3145 2960 (2) 2x (10)y'0x7}�' SDS +o SST820 <br /> 5 HDU5-SDS2.5 4825 4295 (2) 2x (14)y'0x1}!2' SDS •« SST824 <br /> 5 HDU5-SDS2.5 3740 3325 (2) 2x (14)Y4'0x2}2' SDS SST824 8A HOU8-SOS2.5 6765 (2) 2x (20)Y4'0x2Y2" SDS ;so SST828 <br /> BA HDU8-SOS2.5 6765 6395 (2) 2x (20)Y4'Ox2y' SOS :ra SST828 86 HDU8-SOS2.5 7870 7310 (3) 2x (20)Y'0x2I2' SDS SST828 <br /> 88 HOUB-SOS2.5 7870 1 7315 6395 (3) 2x (20)y'Ox2 2' SOS ,• SSTB28 11A HDU I I-SDS2.5 9535 (4) 2x (30)Y"ex v" SDS 1"0 ATR W/ <br /> OR 6x -- EMBED(4) <br /> 11A HDU I 1-SDS2.5 9535 (4)2x (30)y'ex2Y2' SOS I-0 AEMBED(4) 11 B HDU I I-SDS2.5 11175 ( ) 2x 1"0 ATR W/ <br /> 5 ( )y <br /> -- OR 8x � sx2Y2" SOS _ _ EMBED N) <br /> 11B HDU I1-SOS2.5 11175 (5)2R (30)y'OxzY' SDS I-� AEMBED(4) <br /> TIE-DOWN STRAP SCHEDULE <br /> DOUG-FIR STUDS ALTERNATE <br /> MINIMUM NAILING ALLOWABLE <br /> MARK STRAP END REQUIRED NAIL UPLIFT STRAP CLEAR <br /> LENGTH AT EACH END SPACING (LBS) SPAN <br /> LENGTH <br /> A CMST14 9" (7) 16d i-h' 1622 CS16 13' <br /> B CMSTI4 14' (13) 16d 1_y4' 3013 MSTC40 16" <br /> C CMSTI4 19" (19) 16d 1_" 4403 MSTC52 16" <br /> D CMSTI4 25" (25) 16d 1-h" 5794 MSTC66 16' <br /> E CMSTI4 26' (28) 16d 1-" 6490 N/A N/A <br />