REVIEWED BLD RESUB 3-BLD2023-1095+Structural_Calculations+10.1.2024_8.16.56_AM+4533249HNLehtinen
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PROJECT NAME RUST R.51DE.NC,E,
PRO.II!'.CT NIJMI3ER _ 3Z , jo
LOCATION
DESIGN CRITERIA
LIVE LOADS
I+'LOOR
SNOW 95 IDSFML
� ....
WIND _�"-� ��u 1•TIN�
tl of c"
SEISMIC
N i. •-
DEAD LOADS
ROOF
HIMM
JOI�IhL
SOIL VALUE'S CC�
BEARING
LATERAL SIA J
C:AL, . A' `IO S AI ' ?I),RY: �
DATE: s'rRIJCT1JR.AL ONLY
jURISI) " CION
ADDITIONAL STRUCTURAL F,NGIN1FR1NG ENGINEER'S SEAL
REQUIREMFN I'S OR ('11 RS TO PLANS IS FOR LATERAL
ARE AS SHOWN SIIT. LOADS ONLY,
NOTES ` CIMMULKS AND DETAILS Pia: Sirr. UNLESS NOTED
Til'IIiirri�eri;
Lri 'tn c'rFxm
1120 Hoyt Ave.
Evcrott, WA98203
t ti13,21 Siic cocfHclenCs and adj usEed mazinautn con-
sicicFifl enrthquake. spectral respnrise acceleration
parnmclrrs, 'fhn lunxin'.um ai-i e:dercd carthyuake. spr.c-
unl rc"risc lcr.cicrm on.Gar shori periorle Sd1f and ;it I-
a'^con arljsite c(d,r.v c trt.ets sl.n'.l he
deimn r.ci by Gquaiions I6-36 anti ��G-37, �especu vely
.S'ea fa.4, _ �'
tI!:quation 16.36)
_ (Rt)naCon 16-37)
hm 4„ diall wX be taken lees than 3,w, except when dutor-
inininp Ku seismto de.vlf;n-eategnry in accordance with
Scc:1o:1
.vhere. -
i o tiii-fiCien1 de.linad ;n'I'a1 t: ICiI' 2 3(I).
F, Aim, coo (ficient dc-19ncil. in Table 16I3,2.3(2).
S;, = I ,,e mapped spec trap a4tielmration9 for short periods
s rlmennlnrd Ir, Section 1613.2. 1.
S.. _ 1e dnanpnd spectral irecalenfuons for a I-seconcJ
tidied n, dr. t�muned in .Section 1613, rl
v:'lu `,lie ('lass 1) _s. xcicu(Od as the do fhult site class
Pi'_r Sc i m IG13,2.2 the valnr nC P„ shrill r.c m t Icss they
r
Page Igo; 4of
1fi1.i.2.gT)jgi sp�dt�a1 t�ponse accdtr�ilori kureirire-
tees, Five -percent damped design spectral response kcc cul
oration at short periods, ,Sas and ift=Lsecond pcnod;.S',;;;
shall be determined from FquaLkms 16.38 an+l
respectively:
Nos = 2S 3 ws _ (Fgoation: 16-39)
_2
- Snr 35Mr (Polwition 16'�39)
Where:
SMS -- 1110, maximumconsidered earthquake speau'hl
resphnsc accelaradons for shun period as
determined in Section 1013.2.3.
SM, = 'llte maximum considerc(l ettrZhggtLkc s;�cclr�il
respgfls-e aceclerations for -1-secr),nd p0rioeP its .
determined in Scction l`61317:3.
I22-. 16 1y2..V--
fi. 47, Q7 = '017 L5
o1715 �C A--7
C z�
mI
HNT-,ei Linen .. 13y Mate
i�.xraneerinn
4120 Hoyt Ave;
$verett, WA 98203
(425) 252-2373
5EiSM IC 1-0- DIM R 5L,�j�Vpl")
T 5c Zli1/2 A5ca '7.-16 / 2-0[6 SDPvtk3
V x .,30'0 -t= K
15m IC
RIO-P W = 15 P�Fx 5 x 45 t L S x-4 5Z+45 = 41
�R , t o J x 3�o x�bB+C S�Xq Sot =2ao
TOTAL- D
��01\j
�,_�L y Sr- R� .
fINLehtinen
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G^ L... DI
Hy-- Date
Page No. - of 'T
BCE SH�gR (hsca ?-Y6)
0 X
Fig 0j=-�r�
N lt� �PQ - �
ff2' . (1 -0 -jolGg-e
31Y )ld)>02
/
H.NLehtinen l;y ()ate
En ineerin r>a(c rvt3 �r
4120 Iloyl Ave.
Everett, WA 98203
(42i) 252-2373
f�. % 6
f
26.10.2 Velocity Pressure. Ve.loeuy I re- ure, evaluated at
i 16-111 ;. abnve );rmmd shall be [al,ulale.A by the, followine
equation'.
q_=000256K_K,K,IK; V'(lb/ft'-); Vinmi/h (26,10-1,
a =0.61JK,K„K,,K,. V2(N/m'); Vinm/s (26.10-I.sh
_1NlMn: 11.0 MPH
EXP. No84
Table 27.5.1 lConfinued). Main Wind Force Resisting System,
Exposure B
fl
Along-
wlw il Net
Wa
Pressure
- 110
115
1 0
UB
UB
LIB
0.5_
1
2
0.5
1
2
0.5
1 2
30
Pn
19.5
19.6
18.1
169
15.4
_
21 A
19.8
21.4
19.8
111.5
Ifi:fl
23.3
2t.5
23.3 20.2
21.5 18.4
20
_
P.
p
ITS
1792
17.5
17.2
Is.1
'A.8
rg.2
1118
19.2
in.9
16.6
16.2
20.9
20.5
20.9 18.1
2 0. 5 1 17 f
15
P.
16.7
16.1
16.7
11,.7
$4.5
14.5
10.2
18.2
18.2
19.2
15;5
15.8
19.9
19.9
19.9 17.3
19.fl _17.3
K. velocity pressure exposure coefficient, see Section 26.10.1,
K,=topographic factor. see Section 26.8.2.
K,1 ::: wind directionality factor, see Section 26.6.
K„ = ground elevation factor, see. Section 26.9, fi
V-basic wind speed, see Section 26.5,
q_ -. velncily pressure at height J
x--X P)R, i- Y pint
f
��-=1677P5F
`
l
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4120 Hoyt Ave. aI!�eNoa rP` __
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(425) 252.2373
�l-
s.
UPPER FLOOR PLAN' .
HNI_,eht nen By._.._— Date_____.
4120 Ho;yt.Ave._..�ti'IrA_-
Everett, WA 98203 - -
(425),25272373
f to -F f 0= r8o UsE I
2�01 W2-
1
2-Cr
02- Xi 2
52> / 12- t ► 9�
(4E &W r
HNLehtinen By___ Date—.
Engineering
Everett, WA 98203
(425) 252-2373
-1/ Aol
72-r-
LAUNDRY ROOM
0021010
-IT 5-1 I-
GAORAGE
ft9*r-M.ONUS ROOM
CF ICE
�-ORA51E
11 wvrRel)
Tlil T 1, �'MOD DECK
CONC. WALKWAY
BASMENT FLOOR, PLAN
HNLehtinen
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By_— Date
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Engineer n� i
4120 Hoyt Ave. F� t.
Everett,;WA98203 Page No. �t�; Of
(425) 252r2373 _..
W^LL
FppN
(HA�k . �E �C-+ r arc�
1,0 ^���. RFII TOM
4'7tAs j�J
Fm,wc'
ea
Table 4.3.4 Mazlmum Shear le; Aspect le;13 d 4
_ � � 1 TOP W i
Ratios x*
Shear Wall
Sheathingva Te Maximum:
W _ ---- h/b, Ratio L� T
nod structural panels, unblocked
2.1
Wood knictural Panels, blocked
Particleboard, blocked
3 S:I
Diagonal sheathing, conventional
2.: 1 '
2:1
OyPsurn wallboard
Portland cement plaster
2:1
Structural Fiberboard
2.1
1' Walls having asp'egr Tarios exceeding 1.5;1 shall
he blocked .shear walls.
803 vh __ hA
fiflw FAb 1000G8+ b `�—^473✓> 2/8.r t
q0
6
l-'
P~ rxB`Z-=j21:5
_..roNnNwus-cs�e 'f" I 11
=V X2. 3..'�'.�LJ
)--W H ENO OWBIE
Y ,SPICED, 70 alp. dl!
SLOCKKPgµo.
STRM1 uAY LNER 9E:
flA0L4.wqL _
-SNFAlMllio
XIN
JS OLOCKING KI
Yi3i. INi�I C.^T Jx EL C
91ur5lLf SL N SIIFM v
glll(Iwx / .. 11L 1'ER %AX, 00 MOI
✓(38)-16E $ KFR '11AI NOIJJOwIf
4l5 If)_-O ]. P''. Pwr
IA BOLTS
OEa •/ /(t3 i.•25 /.]flI' 1p0NPIATE -J HF.R
FOO
'F�r(�l
Fnorwr, ��--
t��iW7--•—`V/lI^s/'Y/ VI W4� — !� �V COM [OOTMG
�7 BRACED WALL PANEL
°'It l A—
FTNLehtineii
1n.r ineering
4120 Hoyt Ave.
Everett, WA 987.03
(42s) 252-2373
Ry: Date.,—,..
Page of
MARK I ALLOW MATTRIAL EDGE NAILING ANCHC
�— LOAD 3LK'G LLAA. FIELD BOLTS
]/a" CDX No 10D6110' I:Od a tl)
,/2. CL)X yes 8d a16" gd n112
� L fS 8gel2�
• Anchor Bolts for foundation only .
• 3" 3,a washers, galvanized.
• .82 KOC?f. for lil:# members
N members for shear wall; > 39O #/tt:.
PLATE I REMA
NAILING
MfLehti -6.
Ena,j'n,ggdRg
4 120 Hdyt Ave.
Everett, WA 98203
(425) 252:-2373
&AK
F,6=-��,�
PLo P5f-
c J,ZBO x
2-
Fc �o x t2. /6 z. �P
0
ry �
i
� lam% = � ��'���6
HNLehtinen By Date
E._._nginee_rin
4120E1oytAve.
,.��'atN�oa�_ Af
Everett, WA 98203 — - —
(425).252-2373
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c 22�
22!x 72
19 t g '` 172
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L-�--Xj 8 Cott
03
i P
UPPER FLOOR PLAN
SCALE: 1/4"=V-0"
PROPOSED
2: Ow
0--
02
;of.;
ZW
<7, 1
F17
, 5\�
Z
---------- ----------- - --------------
- - ------------------ - --------------------- 11 --------------
/x �
MW/
X
/4-
X
X/
WALKWAY Ir 1 di
Mrz W� Ff, z
I
IRC TABLE R403.1(1)
-FOUNDATION PLAN -
SCALE: 1/4"=1 r-0"
FOUNWIUN VENT CA: CULA-10N
LL�JGER 11 TALI AILN T
N Nww-
7,T
—4— o
GM.
scwWC
Wi.-V;�H FA3T[NrAS
'N. OR b12
4 , -o o C,
-L)ISIA.WE CAN Mit MXr.FFI IC ZY3i7llLWS
ARE USFD f 11 VULl SPAChG S,
� OFtE F � LAG SC*S TO Ar�,C� ZeeLEMEPS
TO 2W 8—lcm. 8
PLAT[ WA �F,E,W— NO OR C T1 �h 17]
A— .4D ELL COMER'
P..
EMC. OPLNING ETC 7 CORER.
""R LE--F TO R-�
N
r5 1F MDE,8--,HIMPOOTINK] i N
Z PMT M
'CST TO -A. 1- 3'..,
GRO—CLIAIA—
FOUNDATION DETAILS
ff
LL:
m
0
Oi
m
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00
1 Awl
k`y.j,L3
KAMSU WCKAND-SON BUTI)ER: PROJI-CT ADF)RrS',3
Dz CELL.
36u-7u5-(woa RUST RLSILEACF
ANDERSON 19803815r;,-V4
LIFESTYL[- HO."OLS Ff)MOKOS 4L'A980213 6=10