HomeMy WebLinkAboutBLD2019-00259 - 07 ENGINEERINGtq ,l
JEFFERSC|\I COUIITY DCD
BUELDII,{G PLAN REVIEW
APPROVED AS SUB?JIITTED
APPROVED AS NOTED
E>oeRroR OpeN PavrLroN
CUTMACUM HrcH Scnoor-
SrnuCrU RAL CauCu IATI ONS
PRo:ecrNoI9OOS
June 2019
(Revised)
Beforc meklng chrnges or revlslons
Ea '1-mLsrc,
REVIEWED FOR
CODE COMPLIANCEtr
a
tr REJECTED
Da1re 7/r/tq Revievrer -! lilr--7--7-
tOlleePlrnr rt lpProrr.d cxcoptlng
;ny ororru or onnlerloirr. All rork muet
pait lnepcc{lon ln conlomlncc wlth
ill appllcabls codcr rnd regulatlonc-
{,l.-Iap
COUNTY
to theapprovedplans youmust FILE COPY
contact the Bldg Dept 360-379q50,
WSW ENcIrueeRIruc PLLC
Stiuctural Calculations
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9gtro WA t
gs<.tl t
Jrt56
Tn ^r5\€ '-
Exterior Pavilion - Chimacum HS
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nz" qC ulL" v
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^J
-- ] .o x-2-o >c3 o -- '1?2o{
F* = 6.Vo*Y',ltc\ - zqqO* uq
= ZoGoF t'eP
{L= t'{abr-{
D
Sr,trru, UKD S
Pf, Ps = 25 psf per AHJ
d= fti"
FILE COPY
Stiuctura I Ca lculations Exterior Pavilion - Chimacum HS
D
ly' t u? t-o^2 5
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4*- Zq,{ ? tr (,,* )
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l,\)- = t '1 Z>o+ ''W
D
FILE COPY"..
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Structura I Calcu lations
t
Wood Post Capacity (DFL No 1 P&T Incised)
Exterior Pavilion - Chimacum HS
ci:-6.96
E := 0 . 95 .580000 E := 0 . 95 .1600000 r.' := cd . ci .1000 :920mt-n c
7:-96 dr-5.5 b=1.25 Foz-cd.1200:1380
o .822. Em7nF.E'=
2
:1486.6418
F.z
1.6159 c 3= 0.8
,=f-t-.L2'c
1+y -L :0.8268
2
check f c t c1--Ec
Design Loa
D :- 700 5 i=343 s,:=1.053as
I
a
2
F := C . f" :] 60 .624cpc
2p
to,
t
r'
c -bt
+
C
Fo
P
D+0.-t5.L+0.15.Wv
O .6'D -Wv
Ir+0.14.sr")-o
(o.u-0.14.'r").,
3200
3321.25
- 575
803.194
316.806
0 .02.1 .P
Mz=
-Pt
1
80 .2508
83.2915
- t4 .4207
20.t428
't .945
158.0889
466.840't
622.4543
900. 8515
900.8515
-14Lb.---
b.d'
o-15-7-Wh
1-Wh
I .Eh
l- .Eh
6744
L1 064
227 52
32928
32928
e b.d
+
6
(L represents snow load)
L :- 2500
FILE COPY
Sfructural Ca lculations Exterior Pavilion - Chimacum HS
Check Bending & Compressi-on:
check (t",to):
0.1473
0.3919
0.443
0 .61 L2
0.6598
(1-0, oK
Check Drift:
b.d 3
I t=-:100.5182
L2
Cd :- 1.5
cd Eh -t3
Ar- 0:1 - :1.41873.8.1
_Ad:=-:0.01,48 d<0.02:7
Check Piers: (consLrained by slab on grade)
bp z=2 d z-4p q := 150'p
Pl
7.3466
2.2442
2 .5913
3 .1,71 4
3 .7714
d:=nan 4.25',12,:cl -o -Dp'pp
3 r -6rr deep pier ok
D+Lq ?= 4. : 1018.592-zn.bp
Check Bearing:
< 150Opsf, oK
FILE COPY
rt MEMBER REPORT
Level, Roof: loist
1 piece(s) 2 x 6 Douglas Firlarch l{o. 2 @ 24' OG
PASSED
Exterior Pavilion - Chimacum HSStiuctural Calculations
Overall Length: 12'1 3/4"
10'
All locations are measured from thc ouEide face of left support (or left cantilever end). All dimensions are horizontal.
. Defiection crieria: Ll (U2.r0) and Tf (U180).
. Orerttarg dtuim oiteria: tl (2U2,10) and If (2U180).
. Top Edge Bracing (Lu): Top cornpression edge must b€ braced at 12' 2" o/c unless detailed odleff{ise.
. Bottom Edge Bracing (Lu): Bottom compresdon edge must be braced at 12' 2" o/c unless detailed oheryvEe.
. A 15% increase in the morEnt cap*ity has been added to accourt for repetitive member usage.
. Applicaile cakutatiorc are based on NDs.
are Grry no
0
:
I
I
h
irtl
I
Ir -_l4
E
4
System : R@f
Member Type : &ist
Building Use : Reidential
BuiHins Code : IBC 2015
Design Me$oddogy : ASD
Mer$d Pitch : 0/U
0
Loade to Supports (lbs)Baring L.ngO
DGad Roof Uw Snow Wind Tobl Acceisori6SupportsTotalAv.ihble Rcquird
1.50"70 203 254 t42ls 6el-6 BlocJ<in9I - Strd wall - DF 3.50"3.s0"
Blocting3.50"1.50"100 287 359 196 22 - Stud wall - SYP 3.50"
Desiqn Results f.hr8l O location Allowed Reeult LDf Load: Combinatioo (Pattcm)
Ivlember Reaction (lbs)4s9 @ r0'1 3/4"2966 (3.s0")Passed (150,6)1.0D+1.0S(AllSpans)
Shear (lbs)292 @ 9'6 112"1139 Passed (260lo)1.15 1.0D+ 1.0S(AllSpans)
Moment (ft-lbs)7s2 @ s's/8"975 Passed (77olo)1.15 1.0D+1.0S(AltSpans)
Live Load Deff. (in)0.317 @ 5'1 13/16"o.497 Passed (U377)1.0 D + 0.45 W + 0.75 L + 0.75 S (Alt
soans)
Total Load Deff. (in)0.400 @ s'1 11/16'0.563 Passed (q298)1.0 D + 0.45 W + 0.75 L + 0.75 S (Att
Soans)
Dod
(0.eo)
Iooftiru F, * .{ sird
(non*ror: r.zs) Jr- (1.15) J (l.c0)ClmmGntsVertical l-oad locauon (Slde)Spadng
7.O 20.0 25.0 8.7 Default Load1- Unitom (PSO 0 to 12' 1 3/4"24"
Weverhaeuser Notes
and/or Ested in accordance with apdizble ASTM stardards. For ornent code evaltBton reports, Weyerhaeus produd literature and insiallation details refer to
www.ureryertueuser.com/u,oodproducts/dooment-library-
Scftrvare OperatorThe foduct apdicabon, irlput design loads, dimeisirns and support information have been proviied
NotesForteWEB Softwaru opGrator
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6\TC
ral Calculations, Hazards by Location
Exterior Pavilion - Chimacum HS
Search lnformation
Coordinates: 48.0125, -122.767
Elevation: 118 fr
Timestamp: 2019-05-06T22:50:44.0502
Hazard Type: Wind
Oak Harbor
o 6
118 ft
Port Angel
o
es ?"Sequim Mary"sville
Whidbey
lsland
Everett
o
E
Olympic
lationalPark
Go gle Redmond
q,Map , Report a map enor
ASGE 7-16 ASCE 7-10 ASCE 7{5
MRI 1O-Year 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph
MRl25-Year 73 mph MRl2S-Year 79 mph
MRlS0-Year 78 mph MRlS0-Year 85 mph
MRI lOGYear 91 mph
Risk Category I 92 mph Risk Category I 100 mph
Risk Category ll 98 mph Risk Category ll 110 mph
Risk Category lll 105 mph Risk Category lll-lV 115 mph
Risk Category lV 108 mph
The rcsults indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building
code adoption process. Users shou/d confirm any output obtained from this tool with the local Authoity Having Juisdiction beforc
proceeding with design.
Disclaimer
Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal
areas outside the last contour should use the last wind speed contour of the coastal atea - in some cases, this website will extrapolate past
the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region
boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne
debris region.
Mountiainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.
While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility
or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without
competent examination and veffication of its aocuracy, suitability and applicability by engineers or other licensed professionals. ATC does
not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the
reoort orovided bv this website. Users of the information from this website assume all liabilitv arisino from sucplf
fE UUHV
83 mph MRll0GYear
c\?t Hazards by Location
ral Calculations
Search lnformation
Goordinates: 48.0125, -122.767
Elevation: 118 ft
Timestamp: 2019-05-06T22:51:16.3592
Hazard Type: Snow
ASCE 7-16
Ground Snow Load
This location is not included in the
guidance. Please see Structural
Engineers Assocation of Washington
(1995). "Snow Load Analysis for
Washington," Seattle, WA, www.seaw.org
for ground snow load values.
The reported ground snow load
applies at the query location of 118
feet up to a maximum elevation of 400
feet.
Exterior Pavilion - Chimacum HS
o"-t't
The reported ground snow load applies at
the query location of 118 feet up to a
maximum elevation of 400 feet.
Sequim
Blyn
Go gle , Report a rnap eror
ASCE 7-10 ASCE 7-05
A No data Ground Snow Load A 15 tOlsqtt Ground Snow Load A 15 tulsqtt
Ihe resu/ts indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building
code adoption process. Users shou/d confirm any output obtained from this tool with the local Authority Having Juisdiction beforc
proceeding with design.
Disclaimer
Hazard loads are interpolated ftom data provided in ASCE 7 and rounded up to the nearest whole integer.
While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility
or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without
competent examination and verffication of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does
not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the
report provided by this website. Users of the information ftom this website assume all liability arising from such use. Use of the output of
this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitudeflongitude location in the report.
i -illl lll ,lsland
Whidber
lsland'
F,:r: I L-rllr:rir'!i
ctrt ral Calculations Exterior Pavilion - Chimacum HS
Hazards by Location
Search lnformation Camano lsland
Coordinates:
Elevation:
Timestamp:
Hazard Type:
Refierence
Document:
Risk Category:
Site Class:
48.0125, -122.767
118 ft
20 1 9-05-06T2 2:52:48.7 292
Seismic
ASCET-16
't1i, o :nc
Sequim
"oto.ilnaoBlyn H le@ Whidbey
lsland
Pon Ludlov+
@
Go gle Map , Report a map error
D-default
Basic Parameters
Name Value
ss 1.316
S1 0.478
sus 1.579
Sur 'null
sos 1.053
Sot * null
* See Section 11.4.8
Description
MCEp ground motion (period=0.2s)
MCEp grouM motion (period=1.0s)
Site-modified spectral acceleration value
Site-modifi ed spectral acceleration value
Numeric seismic design value at 0.2s SA
Numeric seismic design value at 1.0s SA
-Additional lnformation
Name
SDC
Fa
Fv
cRs
cRr
PGA
Fpee
PGAM
T1
Value
* null
1.2
'null
0.91
0.892
0.561
1.2
0.673
16
Description
Seismic design category
Site amplification factor at 0.2s
Site amplification factor at 1.0s
Coefficient of risk (0.2s)
Coefficient of risk (1.0s)
MCE6 peak ground acceleration
Site amplification fiactor at PGA
Site modified peak ground acceleration
Long-period bansitbn period (s)
.[pyctu ra I C6$,gl ations
SsUH 1.446
Exterior Pavilion - Chimacum HS
SsD
SlRT
SlUH
51D
PGAd
1.735
o.478
0.536
0.687
0.6't 3
Probabil istic risk-targeted ground motion (0.2s)
Factored uniform-hazard spectral acceleration (2% probability of
exceedance in 50 years)
Factored deterministic acceleration val ue (0.2s)
Probabil istic risk-targeted grou nd motbn ( 1 .0s)
Factored unifonn-hazard spectral acceleration (2% probability of
exceedance in 50 years)
Factored deterministic acceleration value ( 1 .0s)
Factored deterministic acceleration value (PGA)
' See Section 11.4.8
7he resu/ts indicated here DO NOT reflect any state or local amedmenls to the values or any delineation lines made during the building
code adoption process. Users shou/d confirm any output obtained from this tool with the local Authority Having Juisdiction before
prcceeding with design.
Disclaimer
Hazard loads are provided by the U.S. Geological Survey Seismic Design Web SeMces.
While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility
or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without
competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does
not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the
report provided by this website. Users of the information from this websile assume all liability arising from such use. Use of the output of
this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the report.