HomeMy WebLinkAboutPermit Signage 2019-09-09OREGON
Web Address: www.springfield-or.gov
Building Permit
Commercia! Slgn
Permit Number: 81 1-19-OO1962-SIGN
IVR Number: 8110816.{2905
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR97477
54L-726-3753
Email Address: permitcenter@springfield-or.9ov
SPRINGTIELD
b
Permlt Issued: September 09, 2019
TYPE OF WORK
Category of Construction: Sign
Submitted Job Value: $0.00
Description of Work: SIGN - (1) new freestanding
Type of Work: None Specified
JOB SITE INFORMATION
Worksite Address
4110 HORACE ST
Springfield, OR 97478
Parcel
1802052300100
Owner:
Address:
]AMES R CHALLIS LIVING
TRUST
64390 AIRPORT LN
LA GRANDE, OR 97850
LICENSED PROFESSIONAL IN FORMATION
Business Name
YESCO LLC - Primary
License
ccB
License Number
188015
Phone
801-464-4600
PENDING INSPECTIONS
Inspection
6999 Final Sign
6900 Sign Location
6910 Sign Footing
6940 Sign Attachment
Inspection Group
Signs
Signs
Signs
Signs
Inspection Status
Pending
Pending
Pending
Pending
SCHEDULING INSPECTIONS
Various inspections are minimally required on each project and often dependent on the scope of work. Contact
the issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www'buildingpermits.oregon.gov
Call or text the word "schedule" to 1-888-299-2A2t use IVR number: 811081642905
Schedule using the Oregon ePermitting Inspection App, search'epermitting" in the app store
permits expire if work is not started within 180 Days of issuance or if work is suspended for 18O Days or longer depending on
the issuing agency's policy.
All provisions of laws and ordinances governing this typ€ of work will be complied with whether specified herein or not'
Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law
regulating construction or the performance of construction.
ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility ilotirication Center. Those rules are set
forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O. You may obtain €oPies of the rules by calling the Center at (503)
232-t947.
All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O
(Structural/lrtechanical), ORS 479,54O (Electrical), and ORS 693.O1O-O2O (Plumbing).
printed on: 9/9/19 page 1 of 2 C:\myReports/reports//production/01 STANDARD
lr
Permit Number: 81 1-19-001962-SIGN Page 2 of 2
Fee Description
Technology Fee
Permanent sign - 36 to 60 square feet, per sign
Sign plan review, per sign
Printed on: 9/9/19
Quantity
1
1
Tota! Fees:
Fee Amount
$8.3s
$ 121.00
$46.00
$175.35
Page 2 of 2 C : \myReports/reports//production/01 STAN DARD
PERMIT FEES
CITY OF SPRINGFIELD, OREGON 5PRtnrCf l€LO
59 * FAX((*:J 541 )726-3689 .'-fr22-s I'l['TH STREET * SPRINGFIELD, OR 97477 * PH: (5411726-37
Citv
\r{^- lNo{Q-b >3
ONj<kr).<EG
Job Numb ",,611-lg-@ \qUZ- S tqtu Plan Review Fee of $46 per sign is due with application,
pedestrian-oriented signs that satisfy Municipal Code 8.250(3) ($0)
lbr
Site Address:fr
Assessors Map(s):lSo2o53V Tax Lot(s): @l OO
owner: lr,rrrs 0 hc^\\is Constrrrtton Phone Number:ZOg-6os--t'il t
Address:\^oHqZf Airport tztne.' crty:lo Grurde state OR np,11Y;5O
DESCRTPTTON 9I PROPOSED SrGN(S)
TYPE OF WORK: Please mark all that apply: New: V Replacement: Alteration/Relocation:
-
Business Name, Firm, etc:
QUANTITY OF SIGN TYPE(S): Please indicate how many of each sign you propose to install:
Wall:
-
Freestanding; I froiecting:
-Roof: -
Marquee:
-Billboard: -Other:_Pedestrian-Oriented Sign (Downtown Sign District ONLY. See Municipal Code 8.250): WindoWlVall:
-or
Blade:
-DESIGN & PLACEMENT: Please attach additional information if more than one sign is proposed:
Single-Sided :
--Dguble-Side
d, / Non-llluminated:- Illuminated: Intemal -r'-or External
-Square Footage: 56 Ae.ti"ul Dimension:
-Horizontal
Dimension:
Distance from adjacent grade to bottom of sign face:
-ft.
Total t eigt t aUorre grua", 8rGil.
FOR WALL SIGNS: kngth of wall on which the sign is located:
-ft.FOR WINDOW SIGNS: Gross glass area of all windows on the side that the sign is located: sq. ft.
Electrical installation: Yes: / No:
-
(If "yes," additional electrical permit required.)
Materials: value ($): t tt, t{tg.uc
List ALL existing signage and attach a photograph of each sign:
(a) Type:Ft.:Ft.:
Ft.:
(b) Type:
(d) Type:(c) Type: Sq. Ft.:
Contnactor/In staller :
Address:,47nq
^)a-
\2-\<4 Axrr
Construction Contractors Registration Number:
PrintName: €F*tCr.l(d6 Signature
City:lJaqhvrfuf state: (,t)A-
Expires:
3bo -.t1\- 13 b
9 8C8u
tl /r
B/r I t1
OFFICE USE: Sign District:Znntng
By signature, I state and agree, that as owner or owners agent, that I have carefully examined the completed application
and do hereby certify that all information herein is true and correct and I further certify that any and all work performed
shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining
to the work described herein. I further certify that only contractors and employees who are in compliance with ORS
701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper
time, that project address is street, that the permit card is located at the front of the property, and the
all times during the installation of the sign(s).approved set of plans
Signature:Date:
"fr
Edited 07/l 7/20 1 9 BJones
SPRINGFIELD
OREGON
www.spri ngfi eld-or. gov
Worksite address:4110 HORACE ST, Springfield, OR 97478
Parcel: 1802052300100
Transaction Receipt
811-19-001962-SIGN
Receipt Number: 472317
Receipt Date: 9/5/19
b
City of Springfleld
Development and Public Works
225 Fifth Street
Springfield, OR 97477
54t-726-3753
permitcenter@spri ngfi eld-or. gov
Fees Paid
Transaction date
9t5119
915119
9t5119
Units
1.00 Qty
1.00 Ea
1.00 Automatic TechnologY Fee
Description
Sign plan review, per sign
Permanent sign - 36 to 60 square feet, per
sign
Account code
224-00000425602-1 030
224-00000425602-1 030
1 00-00000425605-0000
Fee amount
$46.00
$121.00
$8.35
Paid amount
$46.00
$121.00
$8.35
Payment Method: Credit card authorization:
033753
Transaction Comment: via Phone
Payer: eric noble Payment Amount:$175.35
Cashier: Katrina Anderson Receipt Total:$175.35
Printed: 9/5/19 3:42 Pm
Fl N_TransactionReceipt_pr
lr
Page I of 1
DA dzsl zrrq JOB ruo. t9 -@11(eL
ZONE occu GROUP
DeO e3 oo
ls 4:
&
vv1 1
STHE CONTENTS HERE ON HAVE BEEN REYIEWED' WITH
,tirERArroNS NorED oN THE PrANs oR BY ATTACHMENT
CHaNcrs oR ALTERATIoNs MADE To rHE APPRoVED
ONEWTNCS OR PROJECT AFTER THE DATE BELOW SHALL
BE APPROVED BY THE BUILDING OFFICIAL.
/,r
tyl
CI
-R],1
()
U
r
o
:+-1-
+ utotc^Pl^lcirrtcr +
Date 7-29-19
Assistaf,B Sketch
CITYOF
REET
xx
*,rlt(t*r*
M:
T
I
II
:
(
SITE TRIANGLE
PUE RESTRICTION
PRIVATE STORM
PUE
20" wrDE x 8'
(TREE CAN BE
SITE TRIANGLE
TIVE LOCATION
BETTER VISIBILITY)
1
2otr(Jzf-)
u.
lrJ
o-o
.,
tr
(E
o.
lD
o+,o
-*t@
L
.9
@
I
,i
I
+
'dF
ozottrU
^,qt-a'?
H_d?b-z
EE<(/)
P i\
-S8-- -so- -so-
)x xxxx
EMERGENCY
o\_l
10
sk-1
Y/
'lilH (
SCll IRl\ilTR
SAIRt,.
N
.,ii
tr
(
(
(
(
LS l-l
ll flaaaurAc]ufl t & ItsTAll oilt 0rr il.tuMr{AltD
L$oxuraExT srcil
-
P. llAilaGtR flft0 vtRttY aI DrMtilstoils & 0tratLs
IIYPE D,t [tD tttuMrilaTED
lPAtf,I coton ruD MATCH vtilYttlcElTYPf rrrlil'urvr TM Rrorctosrsr MAT0H ro
LoG0l & ouaAiloDlc 880il2t
covE8 lPAffr c0t08 BflGt 0n GnaY coMPrtMEilT
BUrtoti/G
TTXTUNE ,MTD TIXCOTE ]
RwrarlpArilTc0t0n DUsAr0DrcBRot{zr
PtPt SlZt r rll H(r rNu l
F00llil6TArERrAr 'C0[/CRrTr
lstzt r w,r.r'roNcJ 6 Li,
UGHTtilG WflTt tt0
tact c0r0R YJHrTr 17328'vriliacgt0s 3M BrD lcr0srrT To r.0c0l
Tnr caP c0r0(nro
RTIURI{ COI()R PflE,PAII{TEt) RE()
8'.
tr
JUSIITI CARLSUi/,
JS
7-1 2.lg/1
)
__l
lL
E
ts
tr
E
Df MOilUMEIIT SlGt SGALt: I" = l'.0"
r
@
o
--F
ALLIANCE
STORAGE
541-600 -2202
www.atliancestorag€oi.com
_ SPRINGFIELD _
aLLrar{ct sIo8aGt
4r t0 I0HACE sI
SPRII{GIITLD, ()B
IIF N OIffi ME UTIS'&[ il nuL ftlcri( r ( tl !r'0rffi rtr r0r rcuo rdrlrbmr* *u r ml e urmr rrr
fTT:-'r'tf*t:
EmlffiS0UffiN6H0
ahYuori. L..c 'u
rt$nfH2 8tD I
0PY-25272
1 I
0UAilTITY: I - MAITUFACTURT & lilSTALl,
scoPr 0f woil:
YESC0.
ilonhwost
Eegbn
Colu d'Abm
6(I[ E Sdb IJq
Pd t& lo orst
fr.1n$13
rfrtdrdr.*-dLd-hrbrdrdEC!i*rr.dLqr*tff hrfr
www,yorc0.c0m
thniA-im r Dl. '
t
'-
-1
I
L.
14
8'-0"
6',-0"
20" +l-*l
44"8"I
AI
/)
I
'\)@
_lo
)
rrt
t
I
L-t
/'
\
I
\
-1
IFtF
__J
,/
O(t
a
-4.. _
o;
.- :. .i'a .;
A.
a.,d.
I
5'-0"
S@
(o
o
Iro
o
I(9
5
ALLIANCE
541-60q^-2202
www.al I ia ncestorageor.com
a
STORAGE_SPRINGFIELD_
a
a
-4
rit
I
.'a'
E
E
H
' - a-'
o
a
i
Structural Engineering Calculations for:
Alliance Storage
41L0 Horace St
Springfield OR
Monument Sign 8'-6" OAH
lndex
Title
Basis for Design
Wind Loads
Sign Column Design
Footing Design
Drawing See Drawing
1
2
3
4
5
8ASI5 FOR DESIGN
Project: Alliance Storage
Descript: Monument Sign 8'-5" OAH
BUILDING CODE:
2015 EDITION OF THT INTERNATIONAL BUILDING CODE
LIVE I SNOW LOADS: NA
GRAVITY / DEAD LOADS:
EXTRUDED ALUM SIGN CABINETS =
STEET FRAME SIGN CABINETS =
10 PSF
15 PSF
TATERAI LOAD PARAMETERS:
R|SK CATEGORY = ll
AND WIND SPEED MAP 2012 IBC FIGURE 1509A APPTIES
WIND:
WIND SPEED, V,6 = 115 MPH, 3-SECOND 6UST
WIND EXPOSURE = C
SEISMIC: < WIND, WIND GOVERNS
DESIGN SPECTRAL RESPONSE ACCELERATION =
STEE[:
Ss5 = 1.29
Sor = 0.70
Ss = 1.94
Sr = 0.70
SEISMIC DESIGN CATEGORY =
RESPONSE MODIFICATION, R =3.000
PLATES (Pt) ANDSHAPES: ASTM A36,Fy =36 ksi
PIPE STEEL: ASTM A5O0-GRADE B or API 5L -GRADE X42, Fy = 42 KSI
TUBE STEEL (HSS): 45IM 4500, GRADE B, Fy = 46 151
WELDING: LOW HYDROGEN, E70 SERIES RODS
BOLTS: ASTM A325
FABRICATION AND ERECTION TO COMPLY WITH LATEST AISC SPECIFICATIONS.
ANCHOR RODS:45IM F7554, GRADE i6
D
FOUNDATIONS:
SOIL PARAMETERS:
ALLOWABLE BEARING PRESSURE = 1500 PSF.
ALLOWABLE PASSIVE LATERAL PRESSURE = 100 PSF/FT
FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL,
MINIMUM 28 DAY STRENGTH, f'c = 2500 PSI
CONCRETE:
SEISMIC LOADS ON FREESTANDING S/G/VS tEqu,otent LateratForce Proceoure
Project: AllianceStorage
Descript: Monument Sign 8'-6" OAH
Ref: ASCE 7-10, section 12.8 &15.1.3, table15.4-2
Site Classification Characteristics
http://ea rthq ua ke.uses.sovld esisn ma os/us/aoolication. oho
Site Classification D stiff soit (tbt 20.3-1)
g, mox eorthquake accelerotion, T=0,2s (fig 22)
g, max earthquoke accelerotion, T=1s (fig 22)
occeleration based omplificotton (tbl L1.4-1)
velocity bosed amplificotion (tbl 11.4-2)
e kq 11.4-1)
g (eq 71,4-2)
g (eq 11.4-3)
g (eq 11.4-4)
(tbt 1.s-1)
(tbt 1.s-2)
(rbl 77.6-1
and u.6-2)
(tbl 15.4-2)
(tbl 15.4-2)
(tbt 1s.4-2)
kips (12.7.2)
ft
(tbt 12.8-2)
(tbt 12.8-2)
(eq 12.8-7)
q (eq 12.8-2)
s (eq 12.8-3)
g (ea 72.8-a)
9 fq fi.a'11
g'(ei 15.4::)
(fts 22-12)
kips (eq 12.8-7)
*iy-ft MeLaso =
Fr=
5s=
Sr=
E=
i.938
0.700
1.000
1.500
1.938
1.050
1.292
0.700
1.00
3.000
3.000
1.750
0.772
8.500
0.02
0.75
0.100
Seismic Desisn Categorv
S" = (F,)(S.) =
S*, = (F,)(Sr) =
So, = (2 Sr.)/3 =
Sor = (2 Ss1)/3 =
Seismic Use GrouP =
Seismic lmportance Factor =
Worst Case Design Category =
Seismic Base Shear
Response Modiflcation Factor, R =
Oeflection Amplification Factor, Co =
Overstrength Factor, O =
Seismic Dead Load, W =
Height of Sign, hn=
q=
x=
Fundamental Period of Vibration, T =
Seismic Response Coefficient:
Q = Sov(R/l) =
Maximum Ca(T<=T,) = Sor/(T (R/l)) =
Maximum Q [>TJ = SDlT/('f (R/l)) =
Minimum Q =
Where 5r > 0.69, Min Cs = 0.8 S/(R/l) =
t-lL-
Applicable C, = 0.431 s
D
Seismic Base Shear, V = Cs W =
Seismic Moment at grade, MsLutt =
0.431
2.344
NA
0.030
0.787
t2
o332
L.4l
Vertical Seismic load Effects (Ev]
Ev = 0.2SosD (eq 12.4-4)
sD6 Dr
Area kips
Tributary Eq. Area
Evx
kips
Area Load
psfsf
1 o.2 t.292 0.680 0.176 68.00 2.584
2
3
4
5
6
7
9
10
I 0.680 0.776
Virtical Distribution of Horizontal Seismic Load Effects (E,)
Distribution Exponent, k = L.OoO interpoloted
kipsArea kips
C,. FrorEr*
Tributary
Area
sf
Eq, Area
Loadh, nrhr'
tt ft-kips
1 0.680 4.25 2.9 1.00 0.332
2
3
4
5
6
7
8
9
10
68.00 4.888
2.9 0.332t c68l
0.99 kip-Jt < Wind load governs design
WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN
Project: Alliance Storage
Descript: Monument Sign 8'-6'OAH
Ref: ASCE 7-10, Cha r 29; AISC Steel Construction Manual, 14th Edition
Wind Speed, V rlt: 115 MPH Exposure: C
Velocity Pressure Calculation Table:
Qn = 0.0025 6KhK,cKdV 2 (psf)ASCE 7-10 (Eq 29.3-1)
Area #Qh =0.00256 Kzt Kd V2
1)24.43 0.00256 0.849 1.0 0.8s 1,3225
Design Wind Load Calculation Table (Case A & B):
Quh = W = QnG C1 (Rsf) >16 psf........ ASCE 7-10 (Eq 29.5-2)& Sec 29.8, C29.3.2
Area #W (psf)Qn csI I sin B/s
1)30.5 24.43 0.8s 7.47 1.000 0.941
Design Wind Load Calculation Table (Case C):
Quk = W = QnG Cy $sfl >16 psf......... ASCE 7-10 (Eq 29.5-2) & Sec 29.8, C29.3.2
Area #
Sign
Cabinet
Depth, L,
(ft)Cf, o,o,Ct r,o z,Cf, 2r,o 3,Cf,3, to ros
Wotor=
(psf)
Wsto2s=
(psf)
W2r to 3r=
(psf)
W3r,o 1or=
(psf)
G
I
5/6/V COLUMN DESIGN
Project: Alliance Storage
Descript: Monument Sign 8'-5' OAH
Ref: ASCE 7-10, Chapter 29; AISC Steel Construction Manual, 14th Edition, ASD Design
Wind Speed, V,1,: 115 MPH Exposu re C Consider Case B: Yes Case C: No
Areas Subject to Wind Forces Case B Ecc. Factor: 0.20
Description
Height (s)
(ft)
width (B)
(ft)
Areo
(sqft)
Centroid
(ft)
rop {h)
(ft)
0.6 W(Wind)
bd)
Sign Cobinet
Weiqht (psf)
1) Sign 8.50 8.00 68.00 4.25 8.50 18.31 10
Calculation of Design Forces at Critical Heights
Governing Load Combination (ASD): D + 0.6W
v (ft)M,*+Mo (k-ft)M.u*+M, (k-in)V u* (kips)
@ grade
8.50
5.29 63.5 1.245
Calc. of Eccentric Dead & Wind Load Moments /Torsion
Sign Area Po (kips)e'(ft)Mo (kip ft)T* (kip ft)
1)0.680 1.993
Sign Column Design Table
Pipes (P), Fy =42 ksi Square (HSS), Fy = 46 ksi
Column
Stoge
#of
Columns
Column
Type
(P, HSS)
Column
Size
Length
(ft)
Spacing
CtoC
(ft)
Stort
Elev
(ft)
End
Elev
(ft)
Sleeve
Depth
{in)
Capocity
Check
1st
1st
7 P 4.50x237 13.00 -4.50 8.500 N/A OK
M,
with P-A
(kip ft)
M,/o
(kip ft)
V
(kips)
V,/Q
(ktps)
T,
(<ip ft)
T,/O
(kip ft)
PR
(kips)
P n/Q
(kips)
Combined Forces
Alsc 360.
H7-1or H3-6
5.346 8.468 7.97 o.772 24.6 0.7622.361.245
l
2.4
LATERAL BEARING PIER AND CAISSON FOOTING
Project: Alliance Storage
Descript: Monument Sign 8 -6" OAH
Ref: 20121BC, Section 1807.3.2.1,1806.3.4 & 1806,2
S Footings =
Pass lat soil res, q =
Unconstrained Rectangular Pier
1
100 psf
Moment/Footing, M=
Shear/Footing, P=\,/=
Composite Centroid, h=
5,346
7,245
4.29
lb-ft
lb
ft
Length, L=
width, w=
Depth, first iteration, D =
Depth, D=0.5A{1+ [1 + {4.36h1 Anl/21 =
ft, parallelto sign face
ft, perpendicular to sign face
ft
ft, (Equation 18-1)
3.0
3.0
4.57
4.57
Actual Depth, Dactuar=
Sr=(2)(q)(D/3)=
b=(W2+12)1/2 =
A=2.34Pl(Srb)=
psl (Section 1806.3.4)
ft
30s
4.24
2.26
4.50