Specifications At ST)-OLS',- oo 2 2_,j
lZ ? 3 Sw 1,/. •
RECEIVED
NOV 1 9 2015
J'T'Y OFTIGARD
BUILDING DIVISION
LATERAL CALCULATIONS FOR
TROXEL #1330-A (GARAGE LEFT)
by
RICHARD.1. TURNER,
DATE: 02124/15
JOB NUMBER: R13378
4074
9
8�4 ,
F v/OREGON
ExP. :.. 06-3O 1
'1
1
4,, • 1 0 11 ‘,1
ENGINEERING 8 DESIGN
LATERAL CALCULATIONS FOR
TROXEL #1330 GL
TIGARD, OREGON
by
RICHARD J. TURNER, P.E.
DATE: 04/04/13
JOB NUMBER: R13107
- I
tly
64ti
OREGON
17‘, DAlE 06-30-14
3131 SW Orchard Place,Gresham,OR 97080 e Office:(503)665-1143 o Cell:(503)970-8807 e Email:rj.turner@comcastmet
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INDEX OF CALCULATIONS: PAGES
DATE: 0404h3
SHEAR WALL PLANS: 1 TO 3
SEISMIC LOADS: 4 TO 5
WIIND LOADS: 6 TO 7
WALL DISTRIBUTION: 8 TO 9
FOOTING DESIGN: 10
DETAILS: 11TO17
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UPPER FLOOR SHFARWALL PLAN
NOTE:
1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING
AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING
AND NAILING REQUIREMENTS.
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WALL ELEVATION. D2 /17\2 , \ /i2\
'FYI'.EACH ENDW
OF GARAGE DOOR 8 \ 8
MAIN FLOOR SHEARWALL PLAN
NOTE:
1, REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING
AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING
AND NAILING REQUIREMENTS.
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R13107 TROXEL 1330 LAD 04 04 13
1 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: 28.50 FT 0.0920 0.691
Ss: 1.010 MAPS Sa=SOs TO: 0.1020 0.734
S7: 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: 0.247 EQ.12.8-7
0.800
SEISMIC DESIGN 0.700 •
CATEGORY(.1 SEC): D TABLE 11.6-1
•
SEISMIC DESIGN 0.600
CATEGORY(1 SEC): D TABLE 11.6-2 0.500 •
R: 6.5 TABLE 12.2-1 0.400 ♦P
0: 3.0 TABLE 12.2-1
SIMPLIFIED 0.300 t O®•
FORCE(V): 0.1355 W 0.200
Cs: 0.113 W(EQ.12.8-2) 0.100
Cs(MAX): 0.167 W(EQ.12.8-3/4) 0.000
CS(MIN): 0.010 W(EQ.12.8-5) 0 0.5 1 1.5 2
CS(MIN,E F): 0.025 W(EQ.12.8-6)
Cs(ACTUAL): 0.113 W O Seriesl
EQ. LATERAL
FORCE(V): 0.113 W
PAGE
R13107 TROXEL 1330 LAD 04 04 13
r,
SEISMIC LOADS(2010 OSSC,ASCE 7-07-EQUIVALENT LATERAL FORCE)
BASE SHEAR AND FLOOR DISTRIBUTION
SEISMIC LOAD:FRONT TO REAR 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
UPPER 882 441 1760 0 0.274 1.00 1
MAIN 1067 626 1892 0 0.274 1.00 1
BASE SHEAR
HT W WiHiAk TOTAL W V V'.7 SUM V
UPPER 20.0 33027 660540 33027 4996 3497 3497 12.8-11,12.8-12
MAIN 10.0 33964 339635 66991 2569 1798 5295 12.8-11.12.8-12
66990.5 1000175 7564 5295
V(LBF): 7564 EQ.12.8-1
E(SEISMIC BASE SHEAR) V'.7(LBF): 5295 2.4.1 ASD(L.C.5,8)
SEISMIC LOAD:SIDE TO SIDE
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
• UPPER 882 441 1760 0 0.385 1.00 1
MAIN 1067 626 1892 0 0.415 1.00 1
BASE SHEAR
HT W WIHi^2 TOTAL W V V'.7 SUM'V
UPPER 20.0 33027 660540 33027 4996 3497 3497 12.8-11,12.8-12
MAIN 10.0 33964 339635 66991 2569 1798 5295 12.8-11,12.8-12
66990.5 1000175 7564 5295
V(LBF): 7564 EQ.12.8-1
E(SEISMIC BASE SHEAR) V'.7(LBF): 5295 2.4.1 ASD(L.C.5,8)
PAGE
•
R13107 TROXEL 1330 LAD 04 04 13
1.
WIND LOADS MWFRS(2010 OSSC,ASCE 7-07)
LOW-RISE BUILDING METHOD 2 FIGURE 6-10
DIRECTION:FRONT-TO-REAR
WIND SPEED(MPH): 94.5
EXPOSURE: 8
BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT):
LENGTH(HORIZONTAL,FT): 40.0 I: 1 15-20
WIDTH(TRANSVERSE,FT): 47.5 Kh: 0.7 0.7
ROOF MEAN HEIGHT(FT): 23.50 Kzt: 1
TOTAL ROOF HEIGHT (FT): 28.50 Kd: 0.85
GABLE(Y/N): V: 94.5
ROOF PITCH: 6 qh: 13.60
THETA: 26.57 0.447 0.894
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 0.54969515 5.03 9.93
2 -0.0991454 -3.80 1.10
- 3 -0.4471747 -8.53 -3.63 2.12 2.12 4.73
4 -0.3906097 -7.76 -2.86 12.79 12,79
5 -0.45 -8.57 -3.67
6 -0.45 -8.57 -3.67
1E 0.72778444 7.45 12.35
2E -0.1902831 -5.04 -0.14
3E -0.5849592 -10.41 -5.51 2.40 , 2.40 5.37
4E -0.5349592 -9.73 -4.83 17.18 17.18
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
UPPER 30-40 0.00 0.00 12.79 0.00 17.18 0
UPPER 25-30 3.50 11.00 12.79 28.00 17.18 622
UPPER 20-25 5.00 98.00 12.79 40.00 17,18 1941
UPPER 15-20 5.00 160.00 12.79 40.00 17.18 2734 5296
MAIN 0-15 10.00 340.00 12.79 80.00 17.18 5723 5723
797.00 TOTAL BASE SHEAR R:1 11019
PAGE `-R
R13107 TROXEL 1330 LAD 04 04 13
S.
i)
WIND LOADS MWFRS(2010 OSSC,ASCE 7-07)
LOW-RISE BUILDING METHOD 2 FIGURE 6-10 CONT..
DIRECTION:SIDE-TO-SIDE
WIND SPEED: 94.5
EXPOSURE: B
BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT):
LENGTH(HORIZONTAL,FT): 40.0 I: 1 15-20
WIDTH(TRANSVERSE,FT): 47.5 Kh: 0.7 0.7
ROOF MEAN HEIGHT: 23.5 Kzt: 1
TOTAL ROOF HEIGHT (FT): 28.5 Kd: 0.85
GABLE(YIN): V: 94.5
ROOF PITCH: 6 qh: 13.60
THETA: 26.57 0.447 0.894
2a: 8
POSITIVE NEGATIVE
OPEN/ I
PARTIAL/
ENCLOSED ENCLOSED (GCpi) 0.18 1 -0.18 (FIGURE 6-5)
P
_ (PSF)
(GCpfl DESIGN PRESSURES(EQUATION 6-18)
(FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL ,
1 0.54969515 5.03 9.93
2 -0.0991454 -3.80 1.10
3 -0.4471747 -8.53 -3.63 2.12 2.12 4.73
4 -0.3906097 -7.76 -2.86 12.79 12.79
5 -0.45 -8.57 -3.67-1
6 -0.45 -8.57 -3,67
1E 0.72778444 7.45 12.35
2E -0.1902831 -5.04 -0.14
' 3E -0.5849592 -10.41 -5.51 2.40 2.40 5.37
4E -0.5349592 -9,73 -4.83 17.18 17.18
BASE SHEAR
DIRECTION:SIDE TO SIDE
DIAPHRAGM BUILDING TRIBUTARY PROJ PROJ STORY
LEVEL HEIGHT HEIGHT AREA qh: AREA qh: V(LBS) SHEAR
INTERIOR INTERIOR END END
UPPER 30-40 0.00 0.00 12.79 0.00 17.18 0
UPPER 25-30 3.50 87.00 12.79 28.00 17.18 1594
UPPER 20-25 5.00 180.00 12.79 40.00 17.18 2989
UPPER 15-20 5.00 186.00 12.79 40.00 17.18 3066 7649
MAIN 0-15 10.00 450.00 12.79 80.00 17.18 7130 7130
1091.00 TOTAL BASE SHEAR R:I 14779
PAGE 1
•
R13107 TROXEL 1330 LAD 04 04 13
//r11
WALL DISTRIBUTION SHEET
DIRECTION:FRONT-TO-REAR WALL HEIGHT: 8
STORY: UPPER
WALL WALL SEISMIC(S) SIL r(i) WINO(W) W/FT MAX. WALL UPLIFT DEAD(0) T-D HOLDOWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE
(FT) (LB.) (LB./FT) 0.3 (LB.) (LBJFT) (LB./FT) (LB.) (LB.) (LB.)
0.5 F1 18.25 1748 96 0.3 2648 145 145 TSN 1161 1034 127 MSTC28
0.5 F2 20.87 1748 85 0.2 2648 128 128 TSN 1025 1171 -146 NO
1.00 3497 5296
DIRECTION:FRONT-TO-REAR WALL HEIGHT: 9
STORY: MAIN
WALL WALL SEISMIC(S) SIL 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.) (LBJFT) (LB./FT) (LB.) (LB.) (LB.)
0.5 F1 25.33 2647 105 0.2 5509 218 218 TSN 1958 2279 -195 NO
0.5 F2 39.50 2647 67 0.1 5509 139 139 TSN 1255 3555 -2446 NO
1.00 5295 11019
PAGE 9
•
R13107 TROXEL 1330 LAD 04 04 13
WALL DISTRIBUTION SHEET CONTINUED
DIRECTION:SIDE TO SIDE 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.)
0.5 S1 13.00 1748 134 0.4 3825 294 294 D4 2354 1127 1227 MSTC28
0 S2 0.00 0 0 0 0 0 0 - 0 0 0 NO0 _. 0 0 0 NO
0 S3 0.00 0 0 0 0 0
0.5 S4 13.75 1748 127 0.4 3825 278 278 D4 2225 1192 1034 MSTC28
3497 7649
DIRECTION:SIDE TO SIDE WALL HEIGHT: 9
STORY: MAIN
WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLD OWN
LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE
LOAD
(FT) (LB.) (LB./FT) 0.4 (LB.) (LBJFT) (LB./FT) (LB.) (LB.) (LB.)
0.25 S1 9.08 2198 242 0.4 5607 617 617 02 5556 1112 5671 HDU8(2)2X
0.5 S2 12.00 899 75 0.1 3565 297 297 D4 2377 1200 1177 HDU2(2)2X
0
0 S3 0.00 0 0 0 0 00 0 0 NO
0.25 S4 14.25 2198 154 0.3 5607 393 393 D3 3148 1268 2914 HDU2(2)2X
5295 14779
ek
PAGE
•
R13107 TROXEL 1330 LAD 04 04 13
FOOTING DESIGN
:ONCRETE STRENGTH: 3 KSI WALL WIDTH: 8 IN
STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1500 PSF
DIRECTION:FRONT-TO-REAR
FTG. FTG. WALL WALL DEAD STEEL REINF.
WALL LINE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENT LOADPF G. a REQUIRED T&B
B
(PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (K-LB)
A2)
F1 -195 7 15 18 25.326 0 259 0.000 0.000 NONE
F2 -2446 7 15 18 39.5 0 259 0.000 0.000 NONE
FOOTING DESIGN
:ONCRETE STRENGTH: 3 KSI WALL WIDTH: 8 IN
STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1500 PSF
DIRECTION:FRONT-TO-REAR
FTG. FTG. WALL WALL DEAD STEEL REINF.
WALL LINE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENT LOAD FTG. a REQUIRED T&B
(PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (FT:LB.) PLF (IN12)
S1 5671 7 15 18 2.666 16 259 0.471 0.213 1-#5 BAR 2-l S Z
S2 1177 7 15 18 12 8 259 0.236 0.107 NONE
S3 0 7 15 18 0 0 259 0.000 0.000 NONE
S4 2914 7 15 18 9.75 9 259 0.262 0.119 1-#4 BAR 3 47 L
S1 5671 14 20 0 2 12 292 0.722 0.327 2-#4 BARS 1 l c Z
PAGE (
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`�
i1 0CNI
W 1` ICd SLAB (THICKNESS PER
OO ( w a' ARCHITECTURAL
Q, ¢ a DRAWINGS) WITH 6X6
J 1 -W 1.4 X W1.4 WIRE MESH,
II gI //
MIN. 6" LAP SPLICE
E— -- > V
1 H Q
if
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a
H 1b
Z
° a 11
O 2 I HOLD-DOWN PER SHEAR WALL
N U W a I I a SCHEDULE
:~ rtti
g� .
W
_V a
(2)-#4 CONTINUOUS BAR AT
U TOP AND BOTTOM OF
FOOTING (EXTEND REBAR
1_g AROUND CORNERS MIN. 5'-0")
NOTE:
1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL.
2. DRIVEWAY SURFACE NOT SHOWN.
FOOTING SECTION
. SCALE: 1" = 1'-0"
1\
4
2X STUD WALL
EXTERIOR SHEAR WALL • ---P.T. SILL PLATE WITH V2"
SHEATHING AND NAILING J-TYPE BOLT, EMBED 7"
PER SHEAR WALL PLAN MIN. INTO STEM WALL
-T,
(1) - #4 VERTICAL BAR @
24" O.C. WITH 6"HOOK AT 1E- 01-1.3
VD
EACH END I1 o n > C4 0
•1Ir CO
8"
A � �W
(2)-#4 CONTINUOUS BAR AT
BOTTOM OF FOOTING AND
MU (2)-#4 AT TOP OF STEM WALL
1'-3" (EXTEND REBAR AROUND
4 --3 CORNERS MIN. 5'-0")
NOTE:
1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL.
2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT
SHEAR WALL LOCATIONS.
FOOTING SECTION
SCALE: NONE
\2,.
1
2X STUD WALL
EXTERIOR SHEAR WALL "I P.T. SILL PLATE WITH %Z"
SHEATHING AND NAILING J-TYPE BOLT, EMBED 7"
PER SHEAR WALL PLAN MIN. INTO STEM WALL
mr?I
(1) - #4 VERTICAL BAR @ .W�� E"
24" O.C. WITH 6"HOOK AT .h F O
EACH END 11 a WUWU
rn
8" z
A
y_____ IM
(2)-#4 CONTINUOUS BAR AT BOTTOM
C,-) a OF FOOTING AND (1)-#4 AT TOP OF
0 STEM WALL (EXTEND REBAR AROUND
l'-3" CORNERS MIN. 5'-0")
NOTE:
1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL.
2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT
SHEAR WALL LOCATIONS.
FOOTING SECTION
SCALE: NONE
\.L7
4
O ¢ TYPICAL EXTERIOR
-&-
z SHEATHING AND NAILING
fZ'
O
O� SIMPSON'MSTC40' STRAP,
A // • / / i FILL ALL HOLES
END OF
SHEAR •o• .O
.
WALL Air/ ; •
PANEL \
io N•o 'o' / BEAM PER ARCHITECTURAL
/ PLAN, CONTINUE BEAM TO
•• • END OF SHEAR WALL PANEL
� � Ado:-.74,
, . 4X6 DFL-#2 NAILER
SIMPSON LTPS (2) ON FRONT SIDE
• (2) ON THE OTHER ((4)TOTAL)
• o• •o SHEAR WALL SHEATHING
• 7 /��ir AND NAILING PER PLAN
OP
• ;/ DOUBLE 2X STUD AT EACH END
o OF PANEL, FACE NAIL STUDS
Co %� �, TOGETHER WITH 16d NAILS @ 6"
Pr
PRE `ii
W.. O.C. (STAGGER NAILS), U.N.O.
•
% �;;� ! 0 SILL PLATE PER SHEAR
1 511.E , .1 SA WALL SCHEDULE
PA Mr ffirold I
o II II )I II II 1
ul u _11111
III
4 SHEAR WALL ELEVATION VIEW
S2 SCALE: NONE
\t
r
FLOOR JOIST AND
SIMPSON CLIP PER SHEAR SHEATHING PER PLAN
WALL SCHEDULE
SHEAR WALL SHEATHING
AND NAILING PER PLAN
111 2X WALL STUDS PER PLAN
PERPENDICULAR
PANEL EDGE NAILING
SIMPSON CLIP AND SILL
PLATE NAILING PER SHEAR FLOOR JOIST AND
WALL SCHEDULE SHEATHING PER PLAN
1111 i IlkN
10011
itDBL. TOP PLATE
PARALLEL 2X WALL STUDS PER PLAN
0 WALL SECTION
SCALE: NONE
r
PANEL EDGE
NAILING
SIMPSON'A35'
"�'� CLIP @ 2'-0" 0/C
2X BLOCK
.-_
SHEAR WALL
SHEATHING, BREAK
ON DBL. TOP PLATE
-MANUFACTURED
PANEL EDGE NAILING TRUSS (BY OTHERS)
DBL. TOP PLATE
® WALL SECTION
S2 SCALE: 1" = 1'-0"
��f
M
2X STUD
STRAP HOLDOWN
PER PLAN FLOOR JOIST AND
SHEATHING PER PLAN
SHEAR WALL SHEATHING
AND NAILING PER PLAN 1/111
SILL PLATE AND CLIP INFORMATION PER SHEAR
WALL SCHEDULE
SIMPSON 'MSTC28' STRAP AT
EACH END OF BEAM
HEADER OVER
WINDOW/DOOR
WALL SECTION
SCALE: 1" = 1'-0"