Report /L1 z 57� St✓ //k771,
i
ROWELL
OXYELL SE Washington St
Suite
212
ENGINEERING, LLC Portland,OR 97216
STRUCTURAL ENGINEERING Tel. 503-254-6292
Fax.503-254-6761
LATERAL ANALYSIS EIE
November 16, 2015 DEC 2 2 2015
Mascord Plan: C111 0F TIGARD
22199 - FOUR D CONST. BUILDING DIVISION,
Medallion Meadows - Lot 12
Tigard, OR 97224
100 mph 3-Second Gust, Exposure B Seismic Category D
2012 IBC / 2014 OSSC
Mascord Design Associates
2187 NW Reed St, Suite 100
Portland, OR 97210
Tel. 503-225-9161
PR
Rowell Engineering Ica C-►{lYE�c
Project Number: 58387P
150359
4R GAN lb'Ap�T
2,A Ne
O 7. ROS
L 9 t�:'>: D rmc- 31' t
EXCLUSION OF LIABILITIES
1.DISCLAIMER AND RELEASE
BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND
LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL
ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION,
WORKMANSHIP OR MATERIALS.
II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES
ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT
(INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR
LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES.
III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION.
Page 1
C
� f
1 �
E
, I
I
i
,
.. L T
/��t �T _y� .,r .,-:J. j' `�I� �.'•.' �_I�l� � �i I �.I� ` ,�E��l i --FT
,.��w � � 1:J� E �..� � }-� �It � f:. i , �N.. �I• �- �E� I �r���-�-� II
i
hl � it
L i
- -•- - -
T
:I' Ti
1 ,
E l
h
E _ E" �� 91tI�_-
Ir" F-] ;" i 1 1 1
F
• 'y f"hta�:ri fYali?t�.r�.�rr-Ir� K4 "•C9^Tfi
E
E
i
t
i
I
22199 cZZ�o _ EELE '1/—, Ion_ ROWELL
RENGINEERING,LLC
0 b( wb3me�cigA StRf C,5't Tf 3i}3,LiB1
�ON t,nN.S,W 5'r RSL ,ax,>[3'lSa b�6
Page 2
I
� 1
V1 V2
s � � B
14.8 14.8
' : 11.8 •
I
k
t'�f-L `i,."
r•
_ T _ cF
1,rlrT
't IC i
i
g ;r--4 1
1 1
s_ R cF
r... t.. — _...
1
41 -f - -- �it
-- t
k
M1 M2
i
I
i
2219 ;Z)IGN; c_F` 10 _ ROWELL
ENGINEERING,LLC
�Tct_.CTt.rn p�, G•,+G�.'�E'.E.F:tiG
rL}•b Sl w 4�tlh 5*uEF r 5T[ trr; tifRJ:P'.< P9P
a w cbMO.dN Hrv�A>[ exx;ddll IN-6•b�
R
Page 3
I
• f
I
V3 V4 VS
D i
gBs rrLAA
�TJT
a
{ 1 r T
F t o ,- - -,a,�-: � -"t,- ;s
�
+�-- � �-�T ■ r�r, � � � � j
tii 1
"'JI
. ',% ■ J ''I i rte'? "`l.-T :• � -C7 'i ;
y
I r t} T
H;
i
J�
i
M3 M4 M5
ll
i
22199 � � _ ✓�= T�o :: ROWEL
LLC
5f tar;5!3 +Y•6161
Page 4
I
V6
I
i
D Is
i �y.s ia.s I I
�:171.
If i
r.- -�w fi < ll1 II
♦ - _ - -
r _ 17 — .
— -
,
i
i
M7
i
22199 LE�_ E ,ice �o ■■
R
_ ■■ OWELL
ENGINEERING,LLC
POP��h«p.Gk 9�2itl <a t5[11 iG<6>s'
Page 5
DATE: 11/16/15 PROJECT: 22199 - FOUR D CONST.
WIND LOADS
LOAD ARF-Ab FROM
LINE A B GD LOAD mean roof height, h =®ft
least horizontal dimension, b = ft
V2 38 99 67 85 4441
V3 90 19 34 2810 a=m in(0.1 b, 0.4h)>= max(3', 0.04b)
V4 127 207 4627
V5 —79-59 1'830 0.1b = 4.9 ft
V6 13 17 52 69 2241 0.4h = 10.4 ft
V7 19 37 958 min = 4.9 ft
0 0
0 0 3' = 3 f
0 0 0.04b = 1.96 ft
0 0 max= 3
0 0 a = 4.9 ft
2a= 10 ft
0 i 0
01 1 0
roof rise, y=®
1 102 43 61 3889 roof run, x = 12
98 153 4748 arctan(y/x)= 33.69 DEG
95 27 2516
M4 227 3904 A= 21.6 psf
M5 108 2333 B = 14.8 psf
0 0 C = 17.2 psf
M7 951 90 3600 D = 11.8 psf
0 1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1 0
0 1 1 0
0 1 1 1 0
0 1 0
0 0
0 0
0 0
0 0
0 1 1 0
0 1 1 1 0
01 1 0
0I 10
0I 1 0
Page 6
v
In
i
O �
CJ r h.
T--.. .. _......__- f
EriEND LATER OR 4J.
Su caLLB
TO RD.^h Siff=7u;*X SEE T"P ,1 a 4
4 IVTER,pR RCCF GET41 5 ( p
IyL1l T-IR��
M ERSECTIs
r 1
r� I
r r
I
I
I
2219 _ ���' �- oo �`�=� ■■ �� ROWELL
■■
ENGINEERING,LLC
G SL W 1PAf' 3+f tC �]��8t?2
PW i<.LY::. CP•'•g>T'.b� -ax?503':1.�eb>6�.
Page 7
c ❑ ❑ --_-
li i
I i
<w> I
ctitir
I
i
c,
77 i
,
},
i
F--C` ER o
57L DT
110 4L v`L O
3 ua E
I
jj
—
�} r
I
i
I
i
I
f
ZZ199 ooZ-- /L :: ROWEL
ENGINEERING,LLC
00
rn
(a
n.
• SHEAR WALL SCHEDULE • (1) 2X D.F. studs max. 16'O.C. • HOLDOWN SCHEDULE •
SEISMIC ZONED (2) Anchor bolts to be 9 e)-bats w/min. 7"embedment Into MARK SIMPSON FASTENERS CAPACITY
APA RATPLYWOOD OR GREED STRAND BOARD (1) concrete. Secure with BP IW-3 or BPS 9 -3. (9) MODEL# (13) (LBS.) NOTES
® W
FASTENERS(3),(5),(8),(7) SOLE IE SILL PLATE BPS V-3 requires an additional std. cut washer. No Connect btm.plot*to
PANEL ALLOW holdown floor)•t/rlm/bm/blkg. N/A
MARK NAILING AB NOTES LOAD (3) Intermediate studs nailed O 12"O.C. ��((%% required w/ted O 4'O.C.
THICKNESSTYPE O PANEL 16d SIZE SPACING
EDGES SINKER (2) IV (4) Framing O adjoining panels to be 3x nominal or wider, CMST12 x (7)led common tA00 For equhelent optlons,
w/naYing staggered. I 36" Long nails at each end see(10)
8
346 at3t x (5) 0.131"0 X 2Xj F. RH P-naY may be replaced with 18 16d—m-
or • � 6' O.C. 6" O.C. 2X 48" O.C. CMST12 x ( )
0.131'0 X 2>¢"common nail or 0.113"1 X 2)¢'hot aYP or naps at 00th end. 3.4]0 For aaluh*lant options,
1�" F.RH.P-NAL tumbled galvanized box nail. 2 48" Long see(11)
t1 (8) 0.148'6 X 3"F. RH P-naY may be replaced with 0.1480 X CMST12 x (22)16d aarnman
q 7346 3' common nail or 0.128 0 X 3'hot dip or tumbled 60' Long nails at each end Far 4,700 X12
%2' F.RH.P—NAIL app.
or 0.131 p x 2V 4" O.C. 4" O.C. 2X 46' O.C. ` y
t
J5U galvanized box nail.
W F. RH. P-null"- designates a full round-head power null. CMST12 x (29)at common
(7) nobs of each and 6.216
744 (8) Minimum 4X6 post O each end. 4 72" Long
or 0.131 p x 2W 2" O.C. 3" O.C. 2X 13" O.C. see (4) �Q
1 F RH,P-� 3X 34' 0 C tiUU Z (g) to min.s occur O each end of each ashall b ll a fasten CMST12 x nal)u I $350
to min. double 2X studs. Wall aht'g. shall be edge nailed 90" Long
to each holdown stud.
8 Retrofit co rete H
7'(6 2' O.C. 2" O.C. 3X 9' O.C. see 4 ggg ♦ (1p)CMST 14 X 36"L w/(8)16d common each and STHDI4RJ (30)18d sinkers. 3,280 e0Retr of aanarsls If
or 0.131 p x 2)S' ( ) b,�) MST 37 w/(10)16d common or sinker each end.
132" F.RH.P-NAL 22" O.C. MSTC40 w/(14) 16d sinkers each and.
F.quhdenl option
28 16d sinkers Mon HOU-5
3Se (11)CMST 14 X 6)1 d commons
ledons common or sinkers each and. HTTS ( )SB�4 e08a w/(t4)SDS X'x
or at3t x 2JY 3" O.C. 3" O.C. DBL 2X MST48 w/(18)18d commons O each end. y4 =�
1�. ♦ 20" O.C. see (4) MSTC52 wA22) led sinkers each and.
EA. SIDE F.RH.P-NAIL 3X 20' O.C. MM (3)2x or 6x
(12)CMST 14 X 72"L w/(29)18d common or sinker each end. HDU-8 (20)SDSS x 2y' 7,670 .del S'Lls nasal together
7�aMST60 wA23) 16d common each end. straws,SB'fIx24
or 0 MSTC66 wA32)16d sinkers each and. /led ahker O
tom" o.t3t x 2K' 2" O.C. 2.5" O.C. 3X 18" O.C. see 1Q$Q ax6 po.t
T28i) (30)sos i"x a>4'.arew.. Y
1'*A307 lhnotlW rod A.B. recd
t> EA. SIDE F.RH.P-NAL (4),(8) (13)Use SSTBL In place of SSTB where 3x or dbl. 2X plates HDU-11 w/z4,.14'xWplats or BM 2,WS 30X30x1 deep min.ftp
occur. btm.(2)nuts MM 10'ftq. req'd.O ea ad—bolt.
embed.
(14)May use an HF0O14 in place of HDU-14. `36)SDS l4'x 214".trews. 6x6 poet rectl.
1 e A%7 Jftrwd d rod A.B. Heavy hex nut recd
Al.
0.14e 0 x 3' 2" O.C. 2" O.C. 3X 13" O.C. see 3X plate required uired where shown on foundation HDU 14 q
t> EA. SIDE F.RH.P-NAL (15) q DIS• w/2)4"x2X'xli'pbte or BP1 74,M5 recfd.0 Gp mink.
(4).(B) ese(14) btwn.(2)nota Min 10'ftp
recd O ea andlor bolt
Page 9
EDGE NAILING (2) 2x OR LARGER EDGE NAILING
DEPENDING ON N.D. LARGEST OF THE (2) HD
STRAPS o CORNER
LARGEST OF THE (2) (2) 2X OR LARGER
H.D'S g CORNER (DEPENDING ON H.D.)
a FOUNDATION a UPPER FLOOR
01"C f 1�l D I O L=D O�11
O%No
i�
D1RAUJINC-c NOT TO SCALE
C�G�7C�'�[VICNCCEG��CI�I�
DFRAI.UN 5T - J.Y.
CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11
10570 SE WASHINGTON ST. STE 212 PH 15031 254-6292
PORTLAND, OR. 97216 FAX: 15031 254-6761
Page 10
FLOOR
JOISTS
DBL. JST.
WRAP STRAP
FROM ABOVE
AROUND (2) L J
2x12 BLK'G
r �
NU5212-2TF
HANGER
SCALE 11-01' WRAPDBLJST
DRAUJING NOT TO SCALE
G�OM9C�'L��
f�C�JC�0�7C�C�G3�G�C�
DRAUJN BY- J.Y.
CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11
10570 SE WASHINGTON ST STE 212 PH 15031 254-6292
PORTLAND, OR. 97216 FAX 15031 254-6761
MIN. H/3.5
Page 11
` 4'-0"
SIMP ON "MSTA30"
EA. SIDE, (4)-TOTAL
• I o HEADER
(CONTINUOUS)
• CONTINUE HEADER
I' TO BLDG. CORNER d
S I,I L NAIL SHEATHING TO
HEADER W/ 0.148"m X
4 21/4" F. RH. P—NAILS
L.I 3" O.G. BOTH WAYS
I� l'•J
W COR OTHER OPEN'G)
W
_ 15/32" APA—RATED SHTH'G
J I•I• ,FROM SINGLE SHEET,
FASTENED PER SHEAR
I• SCHEDULE SPECIFICATIONS
w AND NOTES
w �•I
r BLOCK ALL PANEL EDGES
w PER SHEAR SCHEDULE
SPECIFICATIONS B NOTES
I II I I
F-
. .II I. .
I I
l`3 •I•II II•I
J •I•II SEE SHEAR SCHEDULE AND
w NOTES FOR HOLDDOWN SPECS
civ U I.I.
J
IL I
II II
II II
II II
II II
H u �� II
,4 RCLU &HEAR FANEL
NO SCALE (REDUCES PANEL HGT.) NRWSHEARNOFDTN
DRAUJING NOT TO SCALE
C��1C��C�JC�C�G3�f�1C�
DRAWN 5Y- J.1'•
CIVIL- STRUCTURAL ENGINEERS DATE-TE02-23- 11
10570 SE WASHINGTON ST. STE 212 PHS (503) 254-6292 SC/
PORTLAND, OR. 97216 FAX: 1503) 254-6761
Page 12
DATE: 11/16/15 PROJECT: 22199 - FOUR D CONST. '
ver012208 DESCRIPTION: 2012 IBC, Binder-Stock
SIMPLIFIED STATIC PROCEDURE -2012 IBC BY:��
WIND SPEED: 105— Adjustment Factor for Building Height A = 1.0
XPOSURE: B Increase 110/B wind loads by 0.
SEISMIC CAT: D to obtain 100/B
(SDS-."2/3 SMS) 0.850 1.2SDS 1.02
R: 6.5 snow load =
A upper: 2220 mean roof height, h = ft
A main: 2173
A lower: 0 V=1.2SDSWDL/R
ASD Load Combination = V/1.4
wDL ASID
DEAD V LOAD
WALL HT. LINEAL SQUARE LOAD SEISMIC COMB.
UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18
15 222033300 5226 3733
EXT. WALLS 10 8 197 7880 1237 883
INT. WALLS 88 150 4800 753 538
BRICK 40 0 0 0 0
TOTAL 1 459801 7275-1---9-1P
MAIN FLOOR
ROOF/CEILING 15 406 6 90 683
FLOOR 10 1767 17670 2773 1981
EXT. WALLS 10 9 232 10440 1638 1170
INT. WALLS 8 9 25 900 141 101
WALLS ABOVE 12680 1990 1421
DECK 101 0 0 0
BRICK 40 0 0 0 0
TOTAL4 80 7453561
LOWER FLOOR
15 0 0 0
FLOOR 10 0 0 0
EXT. WALLS 10 0 0 0 0
INT. WALLS 8 0 0 0 0
WALLS ABOVE 11340 1780 1271
DECK 101 0 0 0
BRICK 1 401 1 1 0 0 0 0
AL 11 ----1'78-0
REDUNDANCY FACTOR = 1.0 or 1.3
per ASCE 7-10 12.3.4.1 and 12.3.4.2
Allowable
Shear wallLoad (plf) Floor to Floor Holdown Floor to Foundation Holdown
1wind/seis Tag Load Type Tag Load Type
S 260/260 1 1500 CMST12X36" 6 2684 STHD14RJ
A 350/350 2 3430 CMST12X48" 7 5090 HTT5
B 600/600 3 4700 CMST12X60" 8 7870 HDU8
C 896/640 4 6210 CMST12X72" 9 9535 HDU11
D 980/980 5 8350 CMST12X90" 10 14445 HDU-14
E 1280/1280 ? 14446 to high
F 1540/154
�� ORMI Fmm, �
• • � FROMs • �� : • •
ABOVE • � • �
• � - ADJFST
I UNIT
IMUM ••- • -• •
=• MOM SHEAR'
l� ��
EM