Plans (40) MS72o/ z -tURNER SAJ
O
ENGINEERING & DESIGN
PARTIAL LATERAL ANALYSIS
AND DESIGN FOR
BRITTANY MEADOWS LOT #30
TIGARD, OREGON
by
RICHARD J. TURNER, P.E.
DATE: 04/13/2012
JOB NUMBER: R12080
op PROF�c
�� GINFF��'/p
58949P�F�—
OREGONcy/
RDS.
1 EXP.DATE: 06-30-2012
3131 SW Orchard Place,Gresham, OR 97080 • Office:(503)665-1143 • Cell:(503)970-8807 • Email:rj.turner@comcast.net
INDEX OF CALCULATIONS: PAGES
SHEAR WALL PLANS: 1 TO 4
SEISMIC LOADS: 5 TO 6
WIIND LOADS: 7
WALL DISTRIBUTION: 8
FOOTING DESIGN: 9
DETAILS: 10 TO 14
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BOTTOM FLOOR PLA \ SCALE: 1/4"=1'-0"
SEE ATTACHED CALCS FOR EACH BRACED WALL LINE ON EACH FLOOR
SEE PLAN PAGE L-2 FOR BRACED WALL DETAILS
3
/ 24'-0" /
d 12'-0" / 12'-0" /
97
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1n COMPACTED GRANULAR FILL j
SLOPED TO DRAIN 3"MIN. 14
I I FROM REAR TO FRONT WITH
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4"MIN. 3500 PSI CONCRETE La
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o ON FIRM.UNDISTURBED OR \ o N 1 `o
j COMPACTED SOIL- SLOPED I j
n TO DRAIN 1/4"/FT. AWAY FROM n - 1.-
BUILDING
BUILDING FACE. 1 1 tA.i11
IIF- 122ER F-4 '
v v ' ,,'; 1 v v v
CULTURED STONE VENEER
ABOVE GRADE WITH 4"C.M.U.
BELOW GRADE DN TO EXTENDED �
FOOTING BELOW-SEE ELEVS FOR B
EXTENT OF FACING 9
I
r-10 1/2"/ / 15'-3" / /1'-10 1/2"
,i-5'-0" / 19'-0" A
SEE PAGE SI FOR RETAINING WALL INFORMATION
FOUNDATION PLAN SHOWING MAIN FLR. FRAMING
SCALE: 1/4"=1'-0"
1
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
SEISMIC LOADS (2010 OSSC, ASCE 7-07 - EQUIVALENT LATERAL FORCE)
DIRECTION: FRONT-TO-REAR
T Sa
OCCUPANCY: II TABLE 1-1 EQ 9.4.1.2.6-1 0 0.294
SITE CLASSIFICATION: D TABLE 20:3-1 0.0820 0.648
hn: 38.3 FT 0.0920 0.691
Ss: 1.010 MAPS Sa=SDs TO: 0.1020 0.734
51: 0.319 MAPS 0.2 0.734
I: 1.000 TABLE 11.5-1 Ts: 0.5100 0.734
Fa: 1.090 TABLE 11.4-1 EQ 9.4.1.2.6-2 0.6100 0.614
Fv: 1.760 TABLE 11.4-2 0.7100 0.527
Sms: 1.101 EQ. 11.4-1 0.8100 0,462
Sm1: 0.561 EQ. 11.4-2 0.9100 0.411
Sds: 0.734 EQ. 11.4-3 1.0100 0.371
Sdl: 0.374 EQ, 11.4-4 1.1100 0.337
To: 0.102 1.2100 0.309
Ts: 0.510 1.3100 0.286
Ct: 0.020 TABLE 12.8-2 1.4100 0.265
x: 0.750 TABLE 12,8-2 1.5100 0.248
Ta: 0.308 EQ. 12.8-7
0.800
SEISMIC DESIGN
•
CATEGORY(.1 SEC): D TABLE 11.6-1 0.700 r
SEISMIC DESIGN ♦ `
CATEGORY(1 SEC): D TABLE 11.6-2 0.600
R: 6.5 TABLE 12.2-1 0.500 �
S2: 3.0 TABLE 12.2-1 •
SIMPLIFIED
0.400 •• ♦Series1
FORCE (V): 0.1355 W 0.300 • •
S.
Cs: 0.113 W(EQ. 12.8-2) 0.200
Cs(MAX): 0.133 W(EQ. 12.8-3/4) 0.100
CS(MIN): 0.010 W(EQ. 12.8-5)
CS(MIN,E F): 0.025 W(EQ. 12.8-6) 0.000
Cs(ACTUAL): 0.113 W 0 0.5 1 1.5 2
EQ. LATERAL
FORCE (V): 0.113 W
PAGE
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
SEISMIC LOADS (2010 OSSC, ASCE 7-07 - EQUIVALENT LATERAL FORCE)
BASE SHEAR AND FLOOR DISTRIBUTION
SEISMIC LOAD: SIDE TO SIDE DIRECTION
BUILDING WEIGHTS:
ROOF DIAPH. 12 EXTERIOR WALL: 10 MISC.: 0
FLOOR DIAPH: 10 INTERIOR WALL: 7
EXT.
WALL INTERIOR DIAPH. MISC
AREA WALL AREA AREA AREA r(i) rho k
ROOF 616 308 1424 0 0.000 1.00 1
UPPER 1309 1001 1304 0 0.441 1.00 1
MAIN 1925 1309 652 0 0.357 1.00 1
BASE SHEAR
HT W WiHiAk TOTAL W V V*.7 SUM'V'
ROOF 28.0 25404 711312 25404 4535 3175 3175 12.8-11,12.8-12
UPPER 19.0 33137 629603 58541 4014 2810 5985 12.8-11,12,8-12
MAIN 9.0 34933 314397 93474 2005 1403 7388 12.8-11,12.8-12
93474 1655312 6019 7388
V(LBF): 10554 EQ. 12.8-1
E(SEISMIC BASE SHEAR) V',7(LBF): 7388 2.4.1 ASD(L.C.5,8)
PAGE
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
WIND LOADS MWFRS (2010 OSSC, ASCE 7-07)
LOW-RISE BUILDING METHOD 2 FIGURE 6-10
DIRECTION:SIDE TO SIDE
WIND SPEED(MPH): 94.5
EXPOSURE: B
BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT):
LENGTH(HORIZONTAL, FT): 24.0 I: 1 15-20
WIDTH(TRANSVERSE, FT): 53.0 Kh: 0.7 0.7
ROOF MEAN HEIGHT(FT): 32.9 Kzt: 1
TOTAL ROOF HEIGHT (FT): 38,3 Kd: 0.85
GABLE(YIN): V: 94.5
ROOF PITCH: 10 qh: 13.60
THETA: 39.81 0.640 0.768
2a(FT): 8
POSITIVE NEGATIVE
OPEN/
PARTIAL/
ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5)
P
(PSF)
(GCpf) DESIGN PRESSURES(EQUATION 6-18)
(FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL
1 0.56 5.17 10.07
2 0.21 0.41 5.30
3 -0.43 -8.30 -3.40 5.57 5.57 8.71
4 -0.37 -7.48 -2.58 12.65 12.65
5 -0.45 -8.57 -3.67
6 -0.45 -8.57 -3.67
1E 0.69 6.94 11.83
2E 0.27 1.22 6.12
3E -0,53 -9.66 -4.76 6.97 6.97 10,88
4E -0.48 -8.98 -4.08 15.91 15.91
BASE SHEAR
DIRECTION: FRONT-TO-REAR
DIAPHRAGM BUILDING TRIBUTARY PROJ PROJ STORY
LEVEL HEIGHT HEIGHT AREA qh: AREA qh: V(LBS) SHEAR
INTERIOR INTERIOR END END
ROOF 30-40 0.00 0.00 0.00 0.00 0.00 0 2805
UPPER 25-30 5.00 237,00 10.00 40.00 10.88 2805
UPPER 20-25 5.00 218.00 12.65 40.00 15.91 3394
UPPER 15-20 5.00 481.00 12.65 40.00 15.91 6721 10116
MAIN 0-15 10.00 65.00 12.65 80.00 15.91 2095 2095
' 1201.00 TOTAL BASE SHEAR R: 15017
PAGE
•
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
WALL DISTRIBUTION SHEET
DIRECTION: FRONT-TO-REAR WALL HEIGHT: 8
STORY: UPPER
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.4 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.)
0 S1 0.00 0 0 0 0 0 0 -- 0 0 0 NO
0.25 S2 15.00 794 53 0.2 701 47 53 TSN 423 425 -2 NO
0.5 S3 11.33 1587 140 0.4 1403 124 140 TSN 1121 642 479 MSTC28
0 S4 0.00 0 0 0 0 0 0 -- 0 0 0 NO
0.25 S5 18.83 794 42 0.1 701 37 80 TSN 643 1067 -424 NO
j� 3175 2805
DIRECTION: FRONT-TO-REAR WALL HEIGHT: 9
STORY: MAIN
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.4 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.)
0.16 S1 3.75 934 249 0.2 2070 552 552 D2 4968 106 4862 HDU5(2)2X
- 0.09 S2 2,00 562 281 0.1 1160 580 580 D2 5221 57 5162 HDU5(2)2X
0.5 S3 14.00 2992 214 0.4 6461 461 461 D3 4153 397 4236 MSTC52
0 S4 0.00 0 0 0 0 0 0 -- 0 0 0 NO
0.25 S5 13.00 1496 115 0.2 3230 249 249 D6 2237 368 1444 MSTC28
1.00 5985 12921
DIRECTION: FRONT-TO-REAR WALL HEIGHT: 8
STORY: LOWER
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN
WALL LOAD LINE LENGTH(L) LOAD LOAD wnv TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.2 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.)
0 S1 3.75 934 249 0.1 2070 552 552 D2 0 0 4862 HDU5(2)2X
0 S2 2.00 562 281 0.1 1160 580 580 D2 0 0 5162 HDU5(2)2X
0.5 S3 24.00 3694 154 0.2 7508 313 313 D4 2503 1360 5378 HDU5(2)2X
0.26 S4 7.50 363 48 0 542 72 72 TSN 578 425 153 HDU2(2)2X
0.24 S5 7.00 1835 262 0.2 3736 534 534 D2 4270 397 5317 HDU5(2)2X
1.00 7388 15017
PAGE
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
PERFORATED SHEAR WALL CALCULATION (IBC 2305.3.7.2)
UPPER FLOOR
WALL WALL NET WALL WALL NET
WALL HEIGHT LENGTH OPENING OPENING OPENING %FULL SHEAR UPLIFT WALL DL UPLIFT
LINE: SHEAR (FT) (FT) LENGTH (FT) HEIGHT HEIGHT CO (LB/FT) (La) (LB) (LB)
UPPER
S5 701 8 18.83 6 12.83 6.6666 0.68136 0.68 80.4 643 283 360
PAGE A__
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2. DRIVEWAY SURFACE NOT SHOWN.
0 FOOTING SECTION
SCALE: 1" = 1'-0"
2
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2. DRIVEWAY SURFACE NOT SHOWN.
otioFOOTING SECTION
SCALE: 1" = 1'-0"
, i
8d NAILS @ 6" O.C., TYPICAL ROOF SHEATHING
TYP. ENTIRE AND NAILING
LENGTH OF TRUSS
1.1
/
MANUFACTURED NOTE: TRUSS TO TRANSFER
TRUSS BY OTHERS HORIZONTAL LOAD OF 1500#
11 FROM TOP CHORD TO
BOTTOM CHORD, OR EXTEND
THE SHEAR WALL SHEATHING
AND NAILING TO TOP CHORD
SIMPSON 'L50' CLIP @ 2'-6" O.C, OF TRUSS
TYP. ENTIRE LENGTH OF
SHEAR WALL (IF SHEAR WALL
IS EXTENDED TO ROOF
SHEATHING, CLIPS NOT A SHEAR WALL SHEATHING AND
REQUIRED) r NAILING PER PLAN
DOUBLE TOP PLATE
i
WALL SECTION
SCALE: 1" = 1'-0"
2X STUD
STAIR FRAMING
PER ARCH.
FLOOR JOIST AND
SHEATHING PER PLAN
1►
►11
SIMPSON CLIP AND NAILING PER
SHEAR WALL SCHEDULE
SHEAR WALL SHEATHING AND
NAILING PER PLAN
4 WALL SECTION
S 1 SCALE: 1" = 1'-0"
��i
►!
tURNER
ENGINEERING & DESIGN
PARTIAL LATERAL ANALYSIS
AND DESIGN FOR
BRITTANY MEADOWS LOT #30
TIGARD, OREGON
by
RICHARD J. TURNER, P.E.
DATE: 04/13/2012
• JOB NUMBER: R12080
PROpEo
4 GINFsi
Q* 589497,-7
OREGON
101/q y/5,2o����
qRD
j.'1\51/4
EXP.DATE: 06-30-2012
3131 SW Orchard Place,Gresham,OR 97080 • Office:(503)665-1143 • Cell:(503)970-8807 • Email:rj.turner@comcast.net
INDEX OF CALCULATIONS: PAGES
SHEAR WALL PLANS: 1 TO 4
SEISMIC LOADS: 5 TO 6
WIIND LOADS: 7
WALL DISTRIBUTION: 8
FOOTING DESIGN: 9
DETAILS: 10 TO 14
•
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Mk s
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3'_ X 9'-6" / gr
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L _
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../ 24'-0" /
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SEE ATTACHED CALCS FOR EACH BRACED WALL LINE ON EACH FLOOR
SEE PLAN PAGE L-2 FOR BRACED WALL DETAILS
` 24'-0"
12'-0" 12'-0"
3'-4" 5'-4" 3•-4"
4Y O
(F-IS) /
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I TO EXT 36"ABOVE F.F.
N -EMBED INTO SLAB 24"MIN
e I.
I I
illii n 'a
1 i TYPICAL GARAGE FLOOR:
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SLAB ON 4"MIN. 3/4"MINU-
In COMPACTED GRANULAR FILL 1O
I SLOPED TO DRAIN 3"MIN. N
"lx, FROM REAR TO FRONT WITH o.
1/2"EXPANSION JOINT MATERIAL
AT MIDPOINT OF GARAGE SLAB
.til�t1i .1 r ^1k�
Nll1 m123 \
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4"MIN. 3500 PSI CONCRETE
SL FWITH BROOMFINISH
-.
"0 ON FIRM,UNDISTURBED OR NAk
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7 COMPACTED SOIL- SLOPED i
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I` i
F-' :1FL'7 ./1•11.1 - 4 I
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CULTURED STONE VENEER
ABOVE GRADE WITH 4"C.M.U.
BELOW GRADE DN TO EXTENDED Q
FOOTING BELOW-SEE ELEVS FOR
EXTENT OF FACING v
r"
1'-10 1/2" 15'-3" 1'-101/2"
19'-0"
SEE PAGE S1 FOR RETAINING WALL INFORMATION
FOUNDATION PLAN SHOWING MAIN FLR. FRAMING
SCALE: 1/4"=1'-0" k..'
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
.................................
SEISMIC LOADS (2010 OSSC, ASCE 7-07 - EQUIVALENT LATERAL FORCE)
DIRECTION: FRONT-TO-REAR
T Sa
OCCUPANCY: II TABLE 1-1 EQ 9.4.1.2.6-1 0 0.294
SITE CLASSIFICATION: D TABLE 20:3-1" 0.0820 0.648
hn: 38.3 FT 0.0920 0.691
Ss: 1.010 MAPS Sa=SDs TO: 0.1020 0.734
S1: 0.319 MAPS 0.2 0.734
I: 1.000 TABLE 11.5-1 Ts: 0.5100 0.734
Fa: 1.090 TABLE 11.4-1 EQ 9.4.1.2.6-2 0.6100 0.614
Fv: 1.760 TABLE 11.4-2 0.7100 0.527
Sms: 1.101 EQ. 11.4-1 0.8100 0.462
Sm1: 0.561 EQ. 11.4-2 0.9100 0.411
Sds: 0.734 EQ. 11.4-3 1.0100 0.371
Sd1: 0.374 EQ. 11.4-4 1.1100 0.337
To: 0.102 1.2100 0.309
Ts: 0.510 1.3100 0.286
Ct: 0.020 TABLE 12.8-2 1.4100 0.265
x: 0.750 TABLE 12.8-2 1.5100 0.248
Ta: 0.308 EQ. 12.8-7
SEISMIC DESIGN 0.800
CATEGORY(.1 SEC): D TABLE 11.6-1 0.700
SEISMIC DESIGN •
CATEGORY(1 SEC): D TABLE 11.6-2 0.600 •
R: 6.5 TABLE 12.2-1 •
0.500
0: 3.0 TABLE 12.2-1 •
SIMPLIFIED 0.400 •
FORCE (V): 0.1355 W 0.300 ••
•
• •seriesl
••
Cs: 0.113 W(EQ. 12.8-2) j 0.200
Cs(MAX): 0.133 W(EQ. 12.8-3/4) ? 0.100
CS(MIN): 0.010 W(EQ. 12.8-5)
CS(MIN,E F): 0.025 W(EQ. 12.8-6) 0.000 ,
Cs(ACTUAL): 0.113 W 0 0.5 1 1.5 2
EQ. LATERAL
FORCE (V): 0.113 W
PAGE
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
SEISMIC LOADS (2010 OSSC, ASCE 7-07 - EQUIVALENT LATERAL FORCE)
BASE SHEAR AND FLOOR DISTRIBUTION
SEISMIC LOAD: SIDE TO SIDE DIRECTION
BUILDING WEIGHTS:
ROOF DIAPH. 12 EXTERIOR WALL: 10 MISC.: 0
FLOOR DIAPH: 10 INTERIOR WALL: 7
EXT.
WALL INTERIOR DIAPH. MISC
AREA WALL AREA AREA AREA r(i) rho k
ROOF 616 308 1424 0 0.000 1.00 1
UPPER 1309 1001 1304 0 0.441 1.00 1
MAIN 1925 1309 652 0 0.357 1.00 1
BASE SHEAR
HT W WiHiAk TOTAL W V V*.7 SUM'V'
ROOF 28.0 25404 711312 25404 4535 3175 3175 12.8-11,12.8-12
UPPER 19.0 33137 629603 58541 4014 2810 5985 12.8-11,12.8-12
MAIN 9.0 34933 314397 93474 2005 1403 7388 12.8-11,12.8-12
93474 1655312 6019 7388
V(LBF): 10554 EQ. 12.8-1
E(SEISMIC BASE SHEAR) V*.7(LBF): 7388 2.4.1 ASD(L.C.5,8)
PAGE l.e
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
WIND LOADS MWFRS (2010 OSSC, ASCE 7-07)
- LOW-RISE BUILDING METHOD 2 FIGURE 6-10
DIRECTION:SIDE TO SIDE
WIND SPEED(MPH): 94.5
EXPOSURE: B
BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT):
LENGTH(HORIZONTAL, FT): 24.0 I: 1 15-20
WIDTH (TRANSVERSE, FT): 53.0 Kh: 0.7 0.7
ROOF MEAN HEIGHT(FT): 32.9 Kzt: 1
TOTAL ROOF HEIGHT (FT): 38.3 Kd: 0.85
GABLE(Y/N): V: 94.5
ROOF PITCH: 10 qh: 13.60
THETA: 39.81 0.640 0.768
2a(FT): 8
POSITIVE NEGATIVE
OPEN/
PARTIAU
ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5)
P
. (PSF)
(GCpf) DESIGN PRESSURES(EQUATION 6-18)
(FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL
1 0.56 5.17 10.07
2 0.21 0.41 5.30
3 -0.43 -8.30 -3.40 5.57 5.57 8.71
4 -0.37 -7.48 -2.58 12.65 12.65
5 -0.45 -8.57 -3.67
6 -0.45 -8.57 -3.67
1E 0.69 6.94 11.83
2E 0.27 1.22 6.12
3E -0.53 -9.66 -4.76 6.97 6.97 10.88
4E -0.48 -8.98 -4.08 15.91 15.91
BASE SHEAR
DIRECTION: FRONT-TO-REAR
DIAPHRAGM BUILDING TRIBUTARY PROJ PROJ STORY
LEVEL HEIGHT HEIGHT AREA qh: AREA qh: V(LBS) SHEAR
INTERIOR INTERIOR END END
ROOF 30-40 0.00 0.00 0.00 0.00 0.00 0 2805
UPPER 25-30 5.00 237.00 10.00 40.00 10.88 2805
UPPER 20-25 5.00 218.00 12.65 40.00 15.91 3394
UPPER 15-20 5.00 481.00 12.65 40.00 15.91 6721 10116
MAIN 0-15 10.00 65.00 12.65 80.00 15.91 2095 2095
1201.00 TOTAL BASE SHEAR R: 15017
PAGE
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
WALL DISTRIBUTION SHEET
DIRECTION: FRONT-TO-REAR WALL HEIGHT: 8
STORY: UPPER
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.4 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.)
0 S1 0.00 0 0 0 0 0 0 -- 0 0 0 NO
0.25 S2 15.00 794 53 0.2 701 47 53 TSN 423 425 -2 NO
0.5 S3 11.33 1587 140 0.4 1403 124 140 TSN 1121 642 479 MSTC28
0 S4 0.00 0 0 0 0 0 0 -- 0 0 0 NO
>1( 0.25 S5 18.83 794 42 0.1 701 37 80 TSN 643 1067 -424 NO
,_. e.--:-- --14-- 3175 2805
Tt, q(,_6-, ' -prR c)' -(1--r. 5 ACL l vAs.L_
DIRECTION: FRONT-TO-REAR WALL HEIGHT: 9
STORY: MAIN
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.4 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.)
0.16 S1 3.75 934 249 0.2 2070 552 552 D2 4968 106 4862 HDU5(2)2X
' 0.09 S2 2.00 562 281 0.1 1160 580 580 D2 5221 57 5162 HDU5(2)2X
0.5 S3 14.00 2992 214 0.4 6461 461 461 D3 4153 397 4236 MSTC52
0 S4 0.00 0 0 0 0 0 0 -- 0 0 0 NO
- 0.25 S5 13.00 1496 115 0.2 3230 249 249 D6 2237 368 1444 MSTC28
1.00 5985 12921
DIRECTION: FRONT-TO-REAR WALL HEIGHT: 8
STORY: LOWER
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.2 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.)
0 S1 3.75 934 249 0.1 2070 552 552 D2 0 0 4862 HDU5(2)2X
0 S2 2.00 562 281 0.1 1160 580 580 D2 0 0 5162 HDU5(2)2X
0.5 S3 24.00 3694 154 0.2 7508 313 313 D4 2503 1360 5378 HDU5(2)2X
0.26 S4 7.50 363 48 0 542 72 72 TSN 578 425 153 HDU2(2)2X
0.24 S5 7.00 1835 262 0.2 3736 534 534 D2 4270 397 5317 HDU5(2)2X
1.00 7388 15017
PAGE 9
R12080 BRITTAY MEADOW LOT 30 COPY OF CALC.xlsx
PERFORATED SHEAR WALL CALCULATION (IBC 2305.3.7.2)
UPPER FLOOR
WALL WALL NET WALL WALL NET
WALL HEIGHT LENGTH OPENING OPENING OPENING %FULL SHEAR UPLIFT WALL DL UPLIFT
LINE: SHEAR (FT) (FT) LENGTH (FT) HEIGHT HEIGHT CO (LB/FT)" (LB) (LB) (LB)
UPPER
S5 701 8 18.83 6 12.83 6.6666 0.68136 0.68 80.4 643 283 360
PAGE
0
z
Z
od
ill
W > I I I W a' SLAB (THICKNESS PER
• Pa I I r j U ARCHITECTURAL
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8"1 MIN. 6" LAP SPLICE
I
-A (
la
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OW u
x
N U Q . a P. ° HOLD-DOWN PER SHEAR WALL
GqII I SCHEDULE
W W d-n a
(3)-#5 CONTINUOUS BAR AT
y ° zj ° CENTER OF FOOTING
T_ c (EXTEND REBAR AROUND
`o U CORNERS MIN. 5'-0")
1'-8"
NOTE:
1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL.
2. DRIVEWAY SURFACE NOT SHOWN.
FOOTING SECTION
SCALE: 1" = 1'-0"
I
I II II
II
II II
, a
lir a
00 4 1 A
4 I
ow I
U Q I 4 HOLD-DOWN PER SHEAR WALL
. 71-
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V
(3)-#5 CONTINUOUS BAR AT
- 4 a A CENTER OF FOOTING
T= f: (EXTEND REBAR AROUND
`o U CORNERS MIN. 5'-0")
1'-8"
NOTE:
1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL.
2. DRIVEWAY SURFACE NOT SHOWN.
FOOTING SECTION
SCALE: 1" = 1'-0"
8d NAILS @ 6" O.C., TYPICAL ROOF SHEATHING
TYP. ENTIRE AND NAILING
LENGTH OF TRUSS
8
`11 NOTE: TRUSS TO TRANSFER
MANUFACTURED HORIZONTAL LOAD OF 1500#
TRUSS BY OTHERS FROM TOP CHORD TO
BOTTOM CHORD, OR EXTEND
THE SHEAR WALL SHEATHING
AND NAILING TO TOP CHORD
SIMPSON 'L50' CLIP @ 2'-6" O.C, OF TRUSS
TYP. ENTIRE LENGTH OF
SHEAR WALL (IF SHEAR WALL
IS EXTENDED TO ROOF
SHEATHING, CLIPS NOT 1 SHEAR WALL SHEATHING AND
REQUIRED) Mir NAILING PER PLAN
NMI
DOUBLE TOP PLATE
Ii
WALL SECTION
SCALE: 1" = 1'-0"
2X STUD
STAIR FRAMING I 0
PER ARCH.
FLOOR JOIST AND
SHEATHING PER PLAN
11111 1►
SIMPSON CLIP AND NAILING PER
SHEAR WALL SCHEDULE
SHEAR WALL SHEATHING AND
NAILING PER PLAN
4 WALL SECTION
S 1 SCALE: 1" = 1'-0"