20150612114048405.pdfSTA
4
S x
9y iaa� �
STATE OF WASHINGTON - Department of Labor and Industries
FACT ORY ASSEMBLED STRUCTURE S
P.O. Box 44430, Olympia, Washington 98504-4430
Web Site www.ini.wa.gov/tradeslicensing/factory assembled structures/
29 -May -15
To- City of Edmonds
121 5TH AVE N
Edmonds, WA 98020
Jeannine Graf
Re: Modular Building
Site location: Spray Park -600 3rd Ave S
,WA
This letter is to inform your department of a modular building being shipped to the
address above. Enclosed is a copy of the Department of Labor and Industries, Factory
Assembled Structures Section approved plans for your use. Attached is a list of items
that will require review, inspection and approval by City of Edmonds. CXT INC is the
manufacturer, they may be contacted at 509-892-3238. The Department of Labor and
Industries, Factory Assembled Structures Section has informed the manufacturer that
permits, review and inspection of on site construction, conditions and completion of the
building will be required by the City of Edmonds. If you have any questions or
concerns please feel free to contact me.
Jason A Summers
Plans Examiner
WA State Dept of Labor & Industries
(360) 902-6462
sumk235@lni.wa.gov
,Ippnycany; rim alm col"Ficgely
For Posial Delivery FB —Mfg No.
Departmeni,of Labor and Industries CXT Inc M418
Factory Assembled Structures CC CH 11 A
d t
b
Plans to e returneo: ddre.,
PO Box 44430. , 0 1 1 CC CST Pl3808 N Sullivan, Bldg 7
Olympia WA 9850-4430 WA Only
City/state/zlp
on -Postal Deliveup (eg., Fed)r�,'� WA Rev/OR CourtesySpokane, WA 99216
For N �I -
Department of Labor and Industries OR Rev/WA Courtesy
Factory Assembled Structures Other State
7273 Linderson Way SW iJ 0 Soto
reciprocity
Tumwater WA 98501
WWW.Wa.gov11nVFAS/ (case sensitive),
PLAN APPROVAL U99y"I'll
FACTORY BUMT STRUCTURES
L
_V aNtAL
_C._.t.t pasoWsprintd name: Ali Cairns
Regular mail
foFfe-es Plans reviewed by L&I listed professional
Date 04/20/15
Carrier
Fee enclosed 213.75
$
Code cycles (month/year): 2012
N/A
N/A N/A N/A
BC_V1dC_UEC1;_VIA
8-8270
New plan (Master design) (I Yr design), X
see
Initial MFG filing
No fee required
Roof live load PSF: 250
appropriam
(PSF for OC) Flo" load PSF: 4
00
Renewal AP No.
WAC
Resubmittal —
Appi ID
Addendum — AP No.
Regular mail
foFfe-es Plans reviewed by L&I listed professional
Note: Identify addendum Items on lard
Carrier
I FED X
Code cycles (month/year): 2012
N/A
N/A N/A N/A
BC_V1dC_UEC1;_VIA
Size of buildi
1016" Len 20
No of Occupancy
212 modules: 1 oup: B"
Type construction: Jse:
V -B Shell Only
Sub yr SEC yr Seismic Zone:
2012 N/A 1. to � D
Roof live load PSF: 250
wine"- -A "Dq MI. C
(PSF for OC) Flo" load PSF: 4
00
150
Plot plan submitted? Yes X FNo
irNo", provide distance from fiwthest nmieatinn M liearest building/PmPertY fine:
Front 18
-R-W: 18'
side., 10'6" :s i �ide: 10'6"
Type heat:
L3 2'rcglair L3Hydronics
C3Baseboard
Prom-
C3roomlieater
COther
None
Type of fuel-- Electric E]Natural gas Ej Propane
E3 Oil E3 Other.
IZZI—io. Floor Walls
Roof (Flat)
Roof (Vault)
Heating zone: zone I E3 Zone 2
values:
N/A
N/A
WSEC compliance chapter:
Energy calculations-
Electrical service N/A
0 E3 E3
Ca
Ca Attached
On file - APN
Amps
Component Systems Prescriptive
N/A
Heat Pump
Yes
No
Phase
F-1
1 03
Performance Analysis
Air condiq22Ln
Yes
Yes
0
No
N/A Attached
Attached/Design On
L&I Review Professional Review file
Structural calculations or test proposals'
[Z-11 ca
C3 C3 AP#_
Truss or rafter drawing(s)
M C3
C3 C3 AP#_
Truss plan if over 3 different trusses
C3 1:3
C3 L3 AP#__
Girder truss or ridge beam drawing
C3 C3
[—_I L3 AP#_
HVAC drawing
Ea C3
C3 C3 AP#—
Cross section and elevation
C3 ca
C3 C3 AP#
Foundation plan
C3 C3
ca C3 AP#
Electrical load demand calculation
C3 C3
1-3 AP#
Panel box scbedule/Electric load cite's
C3 L3
ca AP#
Chassis drawing (CC units only)
C3 C3
C3 C3 AP#
Plumbing systems:'
C3 C3
C3 C3 AP#
tin ressure
to rilo of fix
Total develo len t
RETURN PLANS
Regular mail
overnight @ customer's expense
El
Carrier
I FED X
VIA:
other
Acet #
194055498
F623-006-000 (PDF) plan approval request 11-00
calculations
Sclfv�vkwr WL552
Structural Analysis
400 psf Live Floor Load
250 psf Ground Snow Load
Wind Speed — 150 mph Exp. C
Seismic Design Category: I)
2012 International Building Code
ASCE 7-.10/ ACI 318-11
UL -752 Bullet Resistance
Classification: Level N
Report #: 2012-647
']HIS fuiO rCohuAINS 33I�AGES, NCLUDING 111IS COVER AND'DIE -rWLE OF fONN'EN'ra.:W'1 AMMONSTo,
9L1L'AA`1"10'�S OP, OR tIT•1,1lfIHORIZED II..t OPI,titERITb F7iODt1H1°. I7E W3R1'iRE rV'PRE:SI.O'fD2P.lUGIfN.
gar" w
,ndd ';00
OVIREZ3 April 23, 2015
Table of Contents
ne cripcipra �� d -f"
2021nateiop�_16Yali�f?,.i 9fle
ASCE 7-10 kITTRs awt) C&C WJnJ I.o"IC1s 1
ASCE, 7-10 Snow Toads
2
ASCE 7-10 Seismic Toads
3-4
Roof Panel Analysis
5-6
Wall Panel Analysis
7-18
Floov Analysis
19-20
Building Analysis
21
p radix: (Y' -L( adijpfLup�� ,aa� t� lJ z� °7fi2 Bulletl eszzotaaace 7Ces�arav
AB1 awciaed documentsare for reference only and designed or approved by others.
71115 RE1,0ILT00h11:AiNs2 PACES,RYCLUDING11W COVER,V11D THIS TABLE OFco,rMI S. ANYAI)O1110NS Tal.
:hLl'Glt�\ilO d5 OF, UR UN:\LTII iORIZPD t. SI OP EV(SRf fS FROM 11111, REPORT ARF FMIRLSAY VORBEDDEN
A , Inc. (PrecastDiv.) Schweitzeit SW -552 ( A)
N5ain Wind Force Resisting System Laadib
Cnte�n
ll
Scht: eimr SFV -152
See Tnble ]S -L Risk Cata N oP BniidinR- and OtirerSmretnres.
E:. mra
C
S,. 26.7.3: Expos- Caienorres G-1.
Valcoit
150 m h
Seo Fig - 26JA t'uu 26.3C tiasto )Viral S ed (3 sccoml G.0
1,,i,A
3.00 g
PGntluard snit hcidn
hlce
h U0 Il
L>mvard watt hci u
SV.buildin
10.5 it
1Vidd, ofilte buitdirtg
I buildinr
21111
Lm h of 11. building
H. buil�
9.75 R
ilei Flu of du: huildir to tfa: riS sit. [tucr tl if wuiwmi
Roof Rks
at nindtwrd wt,.
Roof itch (pa fom)
9
14.04 dag
Rwt`Ande
Kd
0.85
Wind dit-timmiity factor_ 0.85 wlwn usin • load conibitutions LU otl-: ,se.
K,
K.
o. on
4M1
_._0.00
Sa'hg-263-I: Ivhdtipher(or[-bm�rerE Topng j>hiaal Frictor E'n
K _ _
Fn
t
To g. thio factor
h
3.875 R
M. rrnf l.i. I
n
3.45
Maui rl foqumx
Ple.ibilily
Ridd
Building lleaibilih
0.(nl
9.5
Tcrmhr Fnc(or
z,
900 R
Tur;nin Factor
U s tl
41n1
O.OU O.tXI
O.OU &taloscd
VcleCily Pmssur E'un; Ca:}l."M
}:{z)
0.849
at nindtwrd wt,.
Vdocit3- Pr -n 12?.3.2)
O.00 0.011
q,. _
41.56 psi
Gnblc
Page I of 21
Date: 04/16/15
Padinlly E.tclosed if the buifding nxcls both of , foilmsing cauditimu:
1. Totnl amn ol'opmting; in one salt o..4afs ama of opmdngi in tla; bainwe of 0l building 1),a-, bull 10%
2 Talsl aron of op-`gs in -Hall -4s 4 sq. R. ar I %oi'a- of d.i sail and d. total ora of Noong io tl, balms „c of tlm building docs not o --d'20%
of d" - in the U.- of the building
Z- O -non g .A- G - A- A Aoi Condition 1 Condition 2 Condition 3 Cnodition 4 Tc '-
1Vindsnni sldmw l
1 o sr fl _ t60,0,q [t
i
n sq Il
u.tml
-5o oT n.tx)
OAO Enclosed
iYtxivvnrd mtdsnll
/0
6?3.2 s R
U s R
0.(nl
400 4011
O
tscvvnrd sidesnl4
U s R 1640 s R
i36,4 sq R
U s tl
41n1
O.OU O.tXI
O.OU &taloscd
Lcesard errlsnll
f
623 2 s R
Padinlly E.tclosed if the buifding nxcls both of , foilmsing cauditimu:
1. Totnl amn ol'opmting; in one salt o..4afs ama of opmdngi in tla; bainwe of 0l building 1),a-, bull 10%
2 Talsl aron of op-`gs in -Hall -4s 4 sq. R. ar I %oi'a- of d.i sail and d. total ora of Noong io tl, balms „c of tlm building docs not o --d'20%
of d" - in the U.- of the building
Z- O -non g .A- G - A- A Aoi Condition 1 Condition 2 Condition 3 Cnodition 4 Tc '-
1Vindsnni sldmw l
1 o sr fl _ t60,0,q [t
136.4 so Ll
n sq Il
u.tml
-5o oT n.tx)
OAO Enclosed
iYtxivvnrd mtdsnll
0 s 11 932 s R
6?3.2 s R
U s R
0.(nl
400 4011
4f10 Eocioscd
tscvvnrd sidesnl4
U s R 1640 s R
i36,4 sq R
U s tl
41n1
O.OU O.tXI
O.OU &taloscd
Lcesard errlsnll
t1 s ft 93.7 s R
623 2 s R
Its
s il
U.W
O.00 0.011
O.OU fimlasul
Roof
O s R 21411 s It
3116.4 s 1
U s it
4[i0
O.IiO ILMI
O.UU Eirolosed
External Pressure Coefficients
C,,, 0.R
Sec 27.4.4 Roof Oved.ng �f
0.3
Whsl al Hall (U c with Y) Fig,27 4-1 I
-U.SfiO
fscn-artt wall twirtd rromml to rid -) ([7sc sigh li)
Co
-0319
L:mrard snit twiMl aralioltord-) 0-611, li)
d).7
Sidc}s-alis Usa widr h Fi 27,4-I
LB= 0,53
UB = 9it
Gust Factnr - (26.9)
G= 435
IWentPressures:
Nc.,a[iva: -7.18
Positive: 748 sf
Roof Pmssums Wind Pegrcntiicular to Ridge w/
_ 3-10 dea
w(NcgaOve hncrr al }.?2 psi
nJ Positive Ir>.cm�al -41.33 ps
"WORST CASE LOADING
Pouf Puss -i Bind
Petpendicuiar to ridge fors < 10
de :
Lr ation w/ Positieo intent
it to Id2 O.UO psf
I✓2 to It
h to 211 O.UO sf
O+ur 27, O. UR sf
at Ux ud5 limo only applies to roof piidts > 7
Nos. tibtulnard
Nc W rdsarti
[s s vd
Roof Pressure Coclticmnts (Pi 27.4-I) Nomtnl [o
g
-t1}311
O95R
11.582
Rid 'simn Theta >=llkfe Luccs
0 to IV2
hQ tot
1,to 2h
>2h
Roof Pressure CefTi67" (Pig 27.4-1) Nomtal to
-I.18
-0.76
-0.(.J
-0.53
Ridge lU
cairn Tlwlo�do �.
RoofPassure Coc(iwicnls lFtg 27,J-t)
-f1.9(I
L.')U
-11.30
-0.30
PARALLEL to Rid x
Roof Pressun's: Wind Paralict to
WWI Pra<esnres:
ss/ Ne native
vv/ Positive Inlcmnl
SVur3sard
35.74 sf
20.73 of
rid e for all tnof sb s:
lseward {wird rmmeall -e�.,-t
b.tn) sF
-25.{4 sF
Lacntion
a/ Positive haemal
Lcesnrd \vvtd acotle_p
-i6.UU sf
-I3.75 sf
0 to fl
-39.28 f
Side Wall
-17.25 sf
-32.2) sf
id2 to h
-3V2R sf
It to 211
-25.14 psF
Additional 0,
-8 28.26 sC
Over 2h
-18.93 Rsf
Gust Factnr - (26.9)
G= 435
IWentPressures:
Nc.,a[iva: -7.18
Positive: 748 sf
Roof Pmssums Wind Pegrcntiicular to Ridge w/
_ 3-10 dea
w(NcgaOve hncrr al }.?2 psi
nJ Positive Ir>.cm�al -41.33 ps
"WORST CASE LOADING
Pouf Puss -i Bind
Petpendicuiar to ridge fors < 10
de :
Lr ation w/ Positieo intent
it to Id2 O.UO psf
I✓2 to It
h to 211 O.UO sf
O+ur 27, O. UR sf
at Ux ud5 limo only applies to roof piidts > 7
CK
!
., Ine. recast ivy) Schveitzet SN -552 � 'd) Page 1 of 1
Dare: 04/16/15
Main Wind Foree Resisting System Loads (ASCE 9-10)
Schsreiixcr StY-552 ''
Cotew n
II
See Tnble LS -h Risk C-povi, at' Badda= and Cal-Stmctums.
Es wm
C
S::e e 26.7 3: F. -um Cnta orizs. Gz+>;:ml.
Veloeit
I30r, h
Sec Pi Gum 26. iA thm 26.SC: 13asio 1VirA S ,it (3 second OasO
hsdrd
5.0011
P/i,�hmrd Hall bei rt
h(cc
----------
3.00 it
lcennrd nil he gt t
W buiLhn^
10.5 R
Ltrddt cf. bwl 1 G
L.buildinr
2l1 Ct
Cel hof tlw buildirg
If building
U511
it to, aCtla bwld t(4(to 1Iw ddv.i Eu_cr_0 it u ekrxmn _ _
Pool` Rise
3
Roof itch( er fooU
9
ld,{)4 dig
RoofA,enle
Kd
(1.85
0.lH)
Wird direc0onahh factor. OBS sixn usut'9aad wmbinadans, LU oth:nyfse.
Ki
K_
OOH)
Sc.lge 26. R- 1.'.dlplier fr cSb,i a Tnpnpaphisal l',,o KA J
Ks
O.UU
KA
I
Ta oem rhic factor
h3A375
11
h4enn roof liaoaj t
I
3,15
]Valu al fcque,w}
Lleeibilit,
Ritgd
Boiidi Oe ibilih
.2
9.5
_ Tcnnin factor _ v
z.
9011 R
Tcrmin factor
_
Vcicv:iit, Pnssurc
E.., s- Ca.trcic,u
U s R
I- O.g-19
at airv5ssard rnsc
Velocity Pressum (27 12)
q, 4I 16 pst...
I
Pnninilq E�wiosed if l)x building ntceis botfi of iha fellasing crniditios:
I. Total oma ol'operung; ai me sa11 coccal, area of openings in itw Lal,ime of tlx Wildiog hr nwm 0- 10%,
2 Totnl oroe uCopcnines 4n ori wall e,cceds 4 sq. ft or i °o of a as of that crnll s,d tim 7otnl oma oCop::ninys in iF l:aSaryc of IFw huiSding docs r�ei eticxd 20%
of der -a ve the Wiars.e N, building
.Zo,
Cn2nin Area
CROSS Area
A.
riot
C-lidofsl
I
Coledlti-3
COndilira4
T-
Wnall,ard sidowall
I
.2
556.4 s R
0 s it
'
4110
4tN1
(L00
Enclosed
I
U s R
-i
623.2 5 O
Os Il
(us)
3
0,00
Pnninilq E�wiosed if l)x building ntceis botfi of iha fellasing crniditios:
I. Total oma ol'operung; ai me sa11 coccal, area of openings in itw Lal,ime of tlx Wildiog hr nwm 0- 10%,
2 Totnl oroe uCopcnines 4n ori wall e,cceds 4 sq. ft or i °o of a as of that crnll s,d tim 7otnl oma oCop::ninys in iF l:aSaryc of IFw huiSding docs r�ei eticxd 20%
of der -a ve the Wiars.e N, building
.Zo,
Cn2nin Area
CROSS Area
A.
riot
C-lidofsl
Condition
Coledlti-3
COndilira4
T-
Wnall,ard sidowall
0 s 11
160.0 sq Il
556.4 s R
0 s it
11.011
4110
4tN1
(L00
Enclosed
115rdsyard msds,nll
U s R
932 s 1
623.2 5 O
Os Il
(us)
0,00
0,00
it
Ewlosal
ieeoard sidesaii
0 s 1
L60,0 s 1
55fiA s R
(1 s R
090
OAU
QDO
0.00
Enclosed
Lac -,,l �admll
0 s Il
93:2 s 1
6 2 s 1
it sq A
Iff)i1
U,fN1
40(1
0.00
Ewiosal
Roof
O,q 1
210.0,ql___L
i06.4s R
Os R
U.th)
Q(i0
OJNI
0.00
Efwloscd
�,s4caosetl
Gwit Factor -(26'1)
internal Pres.,ums:
Nc ;Mira: 4.48 F
Positive'. 7.38 rsf
Roof Poes-I Wind Nrlicodicrdnr to Ridge sv/
5 ?= 10 dce,
sv/
sv/ NPzots-,i11
+11 [
u�-2
3A
" L'O'ST CASE LOADING
Roof Prevums: Hind
Pcipendicular to ridge Coro < 10
de
i.ccation w/ Positire imcnlal
0 to N2 200 Wf
Iv2 to It 0.tH psf
to 2h 0.00 of
0rer2h
at lire ridgy line only applies to roof pheir_s 1 7
P.S. R9ndssarrl
Neg tVindanni
Lc91,
RaoF Pmssum Cwfficicnts (Fig27.4-1) Nomini to
ftidgc a{wn Theta x I1Wmgces
-11180
-(1918
0 to IV2 W2 to h h to Zit > 2h
Roof P.-ne Cocmcicnis (Fig2Z4-1) No,00d to _1.18
Fid8e'I"' Tluia c l0 deg,
-0.76
41.64-11.58
Roof Pres- COefitcieut,(i'ig 274-L)
PARALLEL to Rldgo
Rrwf Pressures,: Wind P.Mlel w
ridge for all iswf dopes:
Wall PM Sure97 w/ Ncgau,a �.
+v/ Positive haemoi
Wiludxard 35.74 Inf
2I4.78jesf
Lcesan3 (wimi rmmt<tt) -I6.IX) sF
a -?5.14 w
Location w/ Posilicz internal
[.cewvrd fstiizl �mOzl) -16.00f
3
13 75 sC
0 to lilt -39.28 f
Side Wall -17, 25 mf
-32.21 sf
h/2 to it -39.28 RY
It to 211 -25.14 psf
Additional Ovcrirang Pressure: 2826 Psf
0-2h -18.08 psf
Gwit Factor -(26'1)
internal Pres.,ums:
Nc ;Mira: 4.48 F
Positive'. 7.38 rsf
Roof Poes-I Wind Nrlicodicrdnr to Ridge sv/
5 ?= 10 dce,
sv/
sv/ NPzots-,i11
+11 [
u�-2
3A
" L'O'ST CASE LOADING
Roof Prevums: Hind
Pcipendicular to ridge Coro < 10
de
i.ccation w/ Positire imcnlal
0 to N2 200 Wf
Iv2 to It 0.tH psf
to 2h 0.00 of
0rer2h
at lire ridgy line only applies to roof pheir_s 1 7
7
.Va . ;n 'e.� Div.) "��„�d}°W��_seitze'l, ;��N`�'j 552 ('� A) �a� e ' of' 21�, I' IDsatc: 04/16/15
-- C,1 ? (Choose from table above)
,nt)aue Unobstructed AS E 4 74
)4or. Eave to Rid8p Distance
- evitulwarcl S.:?5 Pk
}Zoo# Lxpo ure Parh�ll e Eased ASC F Table 7 2
- _ _m.. _ m. mm _
F C. I ASCE Table 7-2
_ CsSlope±actor from Figure 7-2
ASCE $ 74 _
Pr210,00_PSI' Flat Roor"Snow Load
_.._ T} 210.00 psfmm MSloped Roof Snow Load- -
Use unbalanced... ...-.... _... Yesm.__.. ._..._w. __..,._ A_SCE § 7.6. i .. _.
__............_-•P` �,� �t�,.. _....,.,__,. 0.00 .vt.... ,.....,._._ ., .._._._..`�aC,E § 7.6 .1
.250.170 psfASCE � 7,6. )M—
Distance from Ridge Co Edge --
rDf ASCE
Figure 7-5
L_ __ _'6 Of) pcf `snore dost( El 7 of AyCd� 7
`' 4 _Run peD nse at i ASCE 7 I
h,t �- — 10.1_9 ii. Height of drifting snow on leeward ,side
-��-7.00 ft �.m. Height of balanced snow
#nom, Load on Gable Siructu e
30 r
25
20
R„ 15
5
10
5
0
0 5 10 15 20 25
swuct0. r(`G cross seai nfl
STRUCTURE',
Baianced Snow
Unblenaetl Snow
ASCE
-10 SNOW LOAD CALCULATION
CatcEury,_.._ ...
.w_. 11
_ ._e A°rC h Table i 5-1 Rt 1 Catc ory of }3tnldn nIJ i5d c Stniut ncs
Seep 26.7.3: E CtiYegaDaes, General
Figure 7-1: Ground Snore I..oad
..___.._
_,__.-_, ..____,_,_Phe bu ldint._._,_,__.._._
__. _( bwldrr __,.._
20 ft
WidtIi of the bulldinc
_..
.____
dtej Ent t0 it micnorr
RootT?➢ e (het Poole)
,._
3Roof
_mM..._....�._.... ..,,...___
.._.._,�.µ.,._._._..._..._�
i4Oldrp
RoofAnklr
-- C,1 ? (Choose from table above)
,nt)aue Unobstructed AS E 4 74
)4or. Eave to Rid8p Distance
- evitulwarcl S.:?5 Pk
}Zoo# Lxpo ure Parh�ll e Eased ASC F Table 7 2
- _ _m.. _ m. mm _
F C. I ASCE Table 7-2
_ CsSlope±actor from Figure 7-2
ASCE $ 74 _
Pr210,00_PSI' Flat Roor"Snow Load
_.._ T} 210.00 psfmm MSloped Roof Snow Load- -
Use unbalanced... ...-.... _... Yesm.__.. ._..._w. __..,._ A_SCE § 7.6. i .. _.
__............_-•P` �,� �t�,.. _....,.,__,. 0.00 .vt.... ,.....,._._ ., .._._._..`�aC,E § 7.6 .1
.250.170 psfASCE � 7,6. )M—
Distance from Ridge Co Edge --
rDf ASCE
Figure 7-5
L_ __ _'6 Of) pcf `snore dost( El 7 of AyCd� 7
`' 4 _Run peD nse at i ASCE 7 I
h,t �- — 10.1_9 ii. Height of drifting snow on leeward ,side
-��-7.00 ft �.m. Height of balanced snow
#nom, Load on Gable Siructu e
30 r
25
20
R„ 15
5
10
5
0
0 5 10 15 20 25
swuct0. r(`G cross seai nfl
STRUCTURE',
Baianced Snow
Unblenaetl Snow