drift check

hi guys I am new in staad,

I made a simple 2 storey residential house, its members should be in simple sizes/dimensions but my model is not passing in drift check using simple dimension of members. any suggestions what should I adjust ?

here is my work. thak you vermuch to anyone who will help Disappointed

STAAD SPACE DXF IMPORT OF RC CONCRETE DESIGN IMPORT.DXF
START JOB INFORMATION
ENGINEER DATE 19-Jul-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 1.5 0; 2 2 1.5 0; 3 2 1.5 -1.5; 4 4 1.5 -1.5; 5 4 1.5 7.5; 6 0 1.5 7.5;
7 4 1.5 0; 8 2.9 1.5 0; 9 2.9 1.5 4; 10 4 1.5 4; 11 0 0 4; 12 0 0 0; 13 0 8 0;
14 0 5 0; 15 2 5 0; 16 2 5 -1.5; 17 4 5 -1.5; 18 4 5 8.5; 19 0 5 8.5;
20 4 5 7.5; 21 0 5 7.5; 22 4 5 0; 23 2.9 5 0; 24 2.9 5 4; 25 4 5 4; 26 0 5 4;
27 0 5 5.75; 28 4 5 5.75; 29 2 8 0; 30 2 8 -1.5; 31 4 8 -1.5; 32 4 8 7.5;
33 0 8 7.5; 34 4 8 0; 35 4 8 4; 36 0 8 4; 37 2 0 -1.5; 38 4 0 -1.5; 39 4 0 0;
40 4 0 4; 41 4 0 7.5; 42 0 0 7.5; 45 2 0 0; 46 0 1.5 4;
MEMBER INCIDENCES
1 1 2; 2 3 2; 3 3 4; 4 4 7; 5 46 6; 6 2 8; 7 8 9; 9 6 5; 10 12 1; 11 14 15;
12 16 15; 13 16 17; 14 17 22; 15 19 18; 16 21 20; 17 21 19; 18 15 23; 19 23 24;
20 24 25; 21 27 28; 22 13 29; 23 30 29; 24 30 31; 25 31 34; 26 33 32; 27 36 33;
28 29 34; 29 36 35; 30 37 3; 31 38 4; 32 39 7; 33 40 10; 34 41 5; 35 42 6;
37 45 2; 38 26 36; 39 1 14; 40 2 15; 41 3 16; 42 4 17; 43 5 20; 44 6 21;
45 7 10; 46 7 22; 47 8 7; 48 10 25; 49 10 5; 50 14 13; 51 15 29; 52 16 30;
53 17 31; 54 20 18; 55 20 32; 56 27 21; 57 21 33; 58 22 25; 59 22 34; 60 23 22;
61 26 24; 62 25 35; 63 25 28; 64 46 26; 65 14 26; 66 26 27; 67 28 20; 68 34 35;
69 35 32; 70 13 36; 71 11 46; 72 46 9; 73 1 46; 74 9 10;
START GROUP DEFINITION
FLOOR
_2WSLAB 11 TO 14 18 19 60 61 65
_1WSLAB 16 20 21 56 61 63 66 67
_1WS_BALCONY 15 TO 17 54
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
11 TO 14 16 TO 18 20 54 56 58 60 61 63 65 TO 67 PRIS YD 0.3 ZD 0.2
1 TO 7 9 15 19 21 TO 29 45 47 49 68 TO 70 72 TO 74 PRIS YD 0.2 ZD 0.2
32 37 40 46 51 59 PRIS YD 0.2 ZD 0.3
MEMBER PROPERTY
10 30 31 33 TO 35 38 39 41 TO 44 48 50 52 53 55 57 62 64 71 PRIS YD 0.3 ZD 0.3
CONSTANTS
BETA 90 MEMB 33 38 48 62 64 71
MATERIAL CONCRETE ALL
SUPPORTS
11 12 37 TO 42 45 PINNED
MEMBER RELEASE
15 19 21 START MX MY MZ
15 19 21 END MX MY MZ
MEMBER OFFSET
19 21 START 0 0.05 0
19 21 END 0 0.05 0
15 START 0 0.05 -0.1
15 END 0 0.05 -0.1
MEMBER CRACKED
10 30 TO 35 37 TO 44 46 48 50 TO 53 55 57 59 62 64 -
71 REDUCTION RIY 0.700000 RIZ 0.700000
1 TO 7 9 11 TO 29 45 47 49 54 56 58 60 61 63 65 TO 70 72 TO 73 -
74 REDUCTION RIY 0.350000 RIZ 0.350000
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE REF-DL
SELFWEIGHT Y 1
JOINT LOAD
32 FY 1.855
35 FY 5.3
29 34 FY 2.962
30 31 FY 1.175
MEMBER LOAD
29 CON GY 5.3 2
26 CON GY 1.855 2
JOINT LOAD
33 FY 1.945
36 FY 4.71
13 FY 1.944
FLOOR LOAD
_2WSLAB FLOAD 4.37 GY
ONEWAY LOAD
_1WSLAB ONE 4.37 GY
_1WS_BALCONY ONE 4.37 GY
MEMBER LOAD
11 TO 14 16 56 58 63 65 TO 67 UNI GY 8.55
19 61 UNI GY 8.2
1 2 47 72 UNI GY 9.69
3 TO 5 45 49 73 UNI GY 10.11
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 1.5 JOINT 1 TO 10 46
DIA 2 TYPE RIG HEI 5 JOINT 14 TO 28
DIA 3 TYPE RIG HEI 8 JOINT 13 29 TO 36
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1.2 NV 1.6
LOAD 1 LOADTYPE Seismic  TITLE EQX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 -1.0
LOAD 4 LOADTYPE Live  TITLE LL
FLOOR LOAD
_2WSLAB FLOAD -1.9 GY
ONEWAY LOAD
_1WSLAB ONE -1.9 GY
_1WS_BALCONY ONE -2.9 GY
MEMBER LOAD
22 28 UNI GY -1.35
29 UNI GY -2.25
26 UNI GY -1.65
24 UNI GY -0.6
LOAD COMB 5 Generated NSCP2015 DRIFT 1
3 1.2 4 0.5 1 1.0
LOAD COMB 6 Generated NSCP2015 DRIFT 2
3 1.2 4 0.5 2 1.0
LOAD COMB 7 Generated NSCP2015 DRIFT 3
3 1.2 4 0.5 1 -1.0
LOAD COMB 8 Generated NSCP2015 DRIFT 4
3 1.2 4 0.5 2 -1.0
LOAD COMB 9 Generated NSCP2015 DRIFT 5
3 0.9 1 1.0
LOAD COMB 10 Generated NSCP2015 DRIFT 6
3 0.9 2 1.0
LOAD COMB 11 Generated NSCP2015 DRIFT 7
3 0.9 1 -1.0
LOAD COMB 12 Generated NSCP2015 DRIFT 8
3 0.9 2 -1.0
LOAD COMB 13 Generated NSCP2015 ACI 1
3 1.2 4 1.6
LOAD COMB 14 Generated NSCP2015 ACI 2
3 1.2 4 0.5 1 1.0
LOAD COMB 15 Generated NSCP2015 ACI 3
3 1.2 4 0.5 2 1.0
LOAD COMB 16 Generated NSCP2015 ACI 4
3 0.9 1 1.0
LOAD COMB 17 Generated NSCP2015 ACI 5
3 0.9 2 1.0
LOAD COMB 18 Generated NSCP2015 FOOTING 1
3 0.6 1 0.714
LOAD COMB 19 Generated NSCP2015 FOOTING 2
3 0.6 2 0.714
LOAD COMB 20 Generated NSCP2015 FOOTING 3
3 1.0 4 1.0 1 0.714
LOAD COMB 21 Generated NSCP2015 FOOTING 4
3 1.0 4 1.0 2 0.714
PERFORM ANALYSIS
LOAD LIST 5 TO 12
PRINT STORY DRIFT 0.004200
PRINT DIA CR
FINISH