HomeMy WebLinkAbout0128164-Building (ground sign) CITY OF OSHKOSH No 128164
'~ "OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD
ON THE WATER
Job Address 400-410 S KOELLER ST Owner RIVER VALLEY ONE LLC Create Date 12/03/2007
Designer Lorri Hendzel Contractor JONES SIGN COMPANY INC
Plan
Category 254 -Signs
Type Q Building ~ Sign Q Canopy Q Fence Q Raze
Zoning C2 41 Class of Const: Size 1584 s.f. total
UnfinishedlBasement Sq. Ft. Rooms Height 60 Ft. ^ Projection
Finished/Living Sq. Ft. Bedrooms Stories Canopies
Garage Sq. Ft. Baths Signs 1
Foundation ~ Poured Concrete Q Floating Slab Q Pier Q Other
Q Concrete Block Q Post Q Treated Wood
Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit
Park Dedication ~ # Dwelling Units 0 # Structures 0
- ---
Insfi4~' ria jr~~ nd sign for multi-tenants
Use/Nature
of Work
HVAC Contractor
Electric Contractor
Fees: Valuation $71,550.00 Plan Approval
Issued By:
^ Permit Voided Parcel Id # 0611630100
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to secure any necessary approvals before starting such activity.
I have read and understand the afore mentioned information.
Date
Signature
Agent/Owner
Address 1711 SCHERING RD DE PERE WI 54115 - 0000 Telephone Number 920-983-6700
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
$0.00 Permit Fee Paid $304.00 Park Dedication $0.00
Date 12/14/2007 Final/O.P. 00!00/0000
Plumbing Contractor
CITY OF OSHKOSH -DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW -ZONING
Location of Property: 400 S. Koeller Street Date: 11/28/07
Applicant Name: Lorri Hendzel Jones Sign Phone: 920-983-6700 Fax: 920-983-9145
Applicant Address: 1711 Scheuring Road City: De Pere State: WI Zip: 54115
Owner: River Vallev One LLC Parcel Number(s): 06-1163-0100 Zoning: C-2 Hwy 4i
Type of Construction: New round si n for multi-tenants
Compliance Checklist
Use Height Access Regulations Landscaping
Lot Width Front Setback Parking Standards Lighting
Lot Depth Corner-Side Setback
terior-Side Setback
I Loading Standards
Vision Clearance ~e
Mechanical Screening
Lot Area
Floodplain n
Rear Setback Trans. Yard Standards Var./CUP/PD Conditions
Airport Building Area Screening Other
Ground/Pylon Sign
Note: Location of pylon sign will be located outside the required 25' front yard setback requirement per
s~zbmitted site plan. OAH of sign is 60'. Sign area is 1584 s.f. total (792s.f.x2). No other ground signage
present per applicant.
***$25.00 SIGN REVIEW FEE NOT COLLECTED. APPLICANT MUST SUBMIT PRIOR TO
PERMIT ISSUANCE***
***THIS IS A ZONING REVIEW ONLY AND NOT A PERMIT. CONTACT INSPECTION
SERVICES PRIOR TO PERMIT ISSUANCE TO DETERMINE IF MORE INFORMATION IS
NEEDED* * *
Review Fee: 25.00
Approved ^ Approved w/Conditions ^ Denied ^ Hold
Reviewed by• Todd Muehrer Review Date: 12/03/07 ~
Please contact the Zoning Administrator at 920.236.5057 if you have any questions.
REVIEW AUTHORITY
As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the Following: (1) Alterations or intenor
work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when [he use is conforming and when no change is proposed.
COPY DRESS. E PLANNfNGFR.E
'Sep-'19-05 03:30P City of Oshkosh C D .920 236 5053
•, 4
~~,,
City of Oshkosh
Inspection Services Dirrision
P O Box 1134
Oshkosh, WI 54943-1130
Phone: (924} 236-5450 (=~i M~(O
Fax: {920) 236-5084 ` 1 ! ~~ ~
Building Permit Application ~ oni THE WATT
- - s--.....,. f..»a~ .
ITSE CATEGORY
C7Single Family ^Duplex ClMulti Family ^Ren#al `mmeroial Dlndustrial
P_02
Work being done:
O Addition ^ Deck/PorcblPatio ^ Driveway/Parking .
^ External Remodeling O FencelHexlge/ICennel ^ Garage/i3tiIity Stnictttrc
O Handicap Ramp O Hot T~blSpa ~ O Internal Remodeling
~gn/CanoPY/Awning ^ StairlHandrail O StavelFireplace
O Swimming Pool O Wrecking Permit
' ^ Other
Additional fnformation, such as plan submittal aad approval, may be required before issuance. Filers,
located in the hallway, may be ref renced to note if any additional informatian is necessary.
•'• Full desori tion of work being done: ~ ~ ~ '
'~ ® ~ ,
- Sl U
V 2 ~ 2007
n~~~~~~~~~v~ ~~
PLEASE READ, SIGN, & DATE:
I certify th a above information is complete and accurate. Any deviations from the above submitted
information may require additional permits to be obtained. I acknowledge and agree to these terms.
I am the: D Owner OR ontl:actor
i ~~/ , , ~~~ , ~ ~(Yatue for materials and ]abor is requuod to ensure consistency in accessing Pcim~t fees for aFl
Value of the job ~ ' '~"7.~1.~
applicants.]
1e~ SIGN
-~... _
NATIONWIDE
Navenlber 21, 2007
CitL~ of Oshkosh
Attn: Allyn Dannhoff
Inspection Services Division
21.5 ChLlrcll AvenLle
Osllkcsll, WI 54003x1130
920r23Gr5045
1711 SCHEURING ROAD
DE PEKE, WI 54115
PHONE: (920) 983-6700
FAX: (920) 983-9145
WEBSlTE: www.jonessign.com
"JONES MADE SIGNS BEFORE HE COULD TALK"
RE: Sign Permit for Dumlce Mana;~ment (Comfort Suites) @ 400 Koeller Street
Dear 1-1111 11:
E1lclosecl please fi11d our sign permit package for the Dunike Management oY
Comfort Suites }11011 sign, w~liich consists of the followillg:
1. CitLJ of Oshkosh $uildillg Permit 1APplication
2. .Artwork specifications for one ~1) 702 Square Foot, 28 r0 x 60 -~0 D/F
".Comfort Suites" P11on Sign
3. Site Plan
1 ,, extension 1062) with x111
Please process a11C1 contact 111e at ~~ 98Jr6700,
questions 1 ou n1a1 have as well as the cost of the permits.
Sincerell,
JUNES SIGN CU~IPANY INC
~.
}orri S. I-Iellclzel
F eY111it cO0Yai11c1tOY
1I1c11~~IC_ ~?~~17c~s~~~x.cc~1~
E11c1.`~SL1Ye
~ ~ j , . ^~s
Y
~~{.
Npv 2 8 2007
~~.~~s~;~r~E~~~ o~M~N-r
COMM'~NI~
INSPECTION SER~fTCES OIV'ISION
MANUFACTURING QU'4LITY SIGNS -SINCE 1910
Page 1 of 1
Dannhoff, Allyn J.
Allyn:
I have attached the four {4} pages of calculations for the Comfort Suites pylon sign
you requested from me yesterday.
l am working on getking the UL numbers as well as the Electrician's inforrnatian and
will have that to you shortly.
l did receive today, the Zoning Review approval from Todd lVluehrer.
Thank you.
12/4/2007
JONES SIGN
aht. 1 of,,~
l~i~~ :
Site: Dumk:~,Malla enient
490 er
ash WI 1
Sign Type: 60'-0" OAH direct btiry twin poles with cladding for multiple siglls'anqtop trim on block r02!ings.
Dc~gn wind load is based on the 20'00 Intemational Building Code using Exposure C and ~ds.
Design Wind Speed: (mph.) V:== 90.0
Importance Factor: 1:== 1.bO Based on Category II, Non-Hurricane Prone'Regions with 109. mphl.
Velocity Pre,ssurc Coelp.cient ~t!i, Il~ight of less than 60', Exposure C : Kz :== 3
Topographic Factor: Kzt:== 1.00 Based on Exp01mre C, Ca'ses 1 or 2
Wind
Factor:
Kd :== '195 Based on Solid Signs in Table 6-6
qz:== 0.00256.Kz.Kzt.Kd.';.I qz == 22.26
Based on Square (Wind Nomla1 to Face) in Table 6-10
Velocity Presslire: (PSF)
Force Coefficfullt : Cf :=
Gust Effect Eltptor: Oii= 0.8S
frQm 6.5,,8.1 for Rigid Structures
Desigri'l)ressure: (PSF)
F:=' qz.Cf.G F == 28382
Use: WL :==28'.5
Manual of Steel Construction, AISC 9th Edition.
ASTM A~252 Gr. 3 Fy == 42.0
; Fb=
Fb=
Fy =' 36,0 ksi. ; Fb = 23.76 ksL.
( Compact sections)
(Non-compact.sections)
Plate: ASTM A-36
Reference: Amcrican
Code 318.02.
Reb,!}f AST1Y:f
Grade 60 Fy
ksi.
Concretif: 3,000 psi",compresRive strcngth at 28 days.
UPR,er Peaked. Trim:
Sununatfon ofMomenbatEL. 34.0' :
UprPea10frm:;= (O;$;Q";5'2.8,OiWL}[(t>;S) + 12.5J
5619"2.5 RIbs"
cladded poleSi')
Momcht: (ft,.lbs.)
'Sgns = 151'719.75 fWb,s.
MtJ~L340 := UptPealCTnn + Sgns
MtEL340 =
13csign of PoleStrnctures at EL. 3iro' :
lV1tEL340
z
MtPoleEL340 '"
Required
hlus: (in,?) RdqdSx :=
)
= 45.U03
Gin.S')
14 II Dia. x 3/8" waJJ
~
Unity
UCP = [L845 <
OK
trim plus 3'-0"
~;%{'i'7 :~(~NES SIGN Stilt. 2 ofd;
Design al`~'c~le C'ap Plates ~€t'EL. 34:0`
Lau•A: T'i~~c o<,e : { in. ;; LwrPipe - 24..Q Upper Pipe ~ire*.: { ui.) Uprl'}ze ~= 14.b'
C<.p .-'i~il~ r~::t~neter : { itt.:)' Plt= 25:0
Plate ~petnesx : { .~w<} P1tSpcnr:= LwcPi:~e - 7pr1'ipe P1tSpcm = IO
• ~,_._„~
~('1•i',7 T,J 1,, 12
•P1tSpC~:1
Mutnnttm Tlttckt:e~s Reyutred : { it1a) RegdThk ._ ~ ~ r RegdTlilc = O.b6`1
_~,~ ,t~ ~P1t~37b1~
fap Pate Thickness": (zn. } P1tTltk := 0.15
RegdThk ; z ~ 1.00 flK
Unity Ghec4c : ~1CGa1>FltTl3k :_ UC~apl ltTltk = 0.81,2
G~l> ]'late'1'liickttess PltT7ik
~uztutt~tiar. ~^f 5'-esses ttt Grade
Upl.~r ..'+„~1 "1'riiit : UprPeak"I'nn :_ (C,5 `t.~ 2~.~ '4VI.)•~ 5---~~ + 53.,5 UprPe~tkTnn = 144.371,5 ft.lhsa
t,3)
) 3:58
Sun`s: Santi '3n.~.~ ~B.fJ FYT 2 + 14.92 Sgns = 1:053217:796 ft,lbs.:.
{ Tztcl. clactded lac}les. } t_
) ~ 14.92
Ld~ver Gladded Pole; : LwrCldPoles :_ {2.14.92.5,0• WL • 2 l,wrClctPoles = 31,721.41.2 ft.lbs.
Motnent : { ft.lbs } MtGrd := Ul~rPeakTnn -~ Sgns + Lti~a C 11PUles MtGrd' = 1229310.708
Shear : { lt~s.) S1trGrc~ :_ {0, ti.4._. _$.C'Z'I,} + (:?'~ S$•z3s(!',y'L) + {2.14.'?2.5,{)•V~L) S1trGrd = 370 ,.>~i
L3esi~n of Pals Sirtwtzeras:at Grade
lvi '-~1
Mantentperl'cile : { f3lbs. } IvItE'aleC~rd : MtF'oleGrd = 614e' ".'~4
MtPalc~cd• 12
':.luir~~d Secuvn ?vlc:'_ulus : { irt,~ } J%egc1~ ~ ;_ ~,~, rt l2ecldSx- t ~:_~ X35
(Ci tr~a::` re ~_if 7r~ }
F'irv ~ ectiazt Modzt'ius l in ~_) 2 !" Da. x 3/4" w - E3T) :;= 24 WT :_ (}:750
' '2•C;" i
Req~~Sx; ,F~ ~ 1;00 C?K
Ui~.tiy Check - '~'c,tes : UCP ~= IJ,ErP = O.c,...
Pt cSx
CIverall lento 1]a of pipe : 34,_0" abave grade plus ~i~ 0" `6ttried = 40'-0"
1~Psi~ta of I3~ ~,~ 1'~-rain s : a
1 cads per l~oatii~a
a~~teitt : { ft.lbs..} lift := t~ft?'oleGrd` Ma = 61~i65~ ~ .1
..
~ i'~~ ~ ~ral~fe .
T _:l _ .s t~„e liress~ttre aga ~.st ?; .m~latioz: f lbs.l:5q.ft. per faat) ;?P := 25)
SSl' :- 2C?i7t:)
Static sail l~resstue c { lbs./scl.ft, )
12r'~?3 f)7 .BONES SIGN
D:,y:ian~ic soil Press~~re : (lbslscl.ft.
1 ~~i.nd>,* a i .~z"nxeters
1)ePth Gf foot;azg below grade : (ft. )'
Height of f<iots~~g : (ft, )
Width of foofia~g : { Ft.
Length of footuig ; { ft. }
(`~f,~ind direction }
DePflr of water table below grade : (ft. }
Z.(D,DLU'C} := if{D - DWT 5 OO,D - D~+IT`}
height of`lnoting abr ~r~e : (ft. } Iit := l_ff^' -- D
Total Passive Piessur"e on fcvting : { lbs.lscl•ft. } TPP := PP•FI1:2•
l~lei~;lt of stn~ctxueutd f<>t~ttdaton
Design '~^i~~.' of concrete : { lbs fc~~ ~t~_
Signage wc:gh.t~;cr " ,_.: > (`lbs>,)
Structure weight par pale : ~ 1bs_ }
Footing weight : (Ibs: F'1'VJ'f ;= HF•~'•LF•CWT
a*1et ~~-eight affoundatioia : (lbs. ~ NE'1`WT :_ (SWT + PVJ'l' + Fx'WT}
Check of Overtu~~tin~
i~ r :~_~riu.g tnirnieit about;l~eel point cf fanndation : { ft.lbs. }
Resisting mo~ne~~t. <tttotat $hc heel paint : (ftlbs..;}
Mr :_ (NF,1'1~T1'}•~ ~F~ + T1~1~• HF
fJziity Check : UCC7vrTrx~ ._ Ala UC<)~rr't'ni = 0'.887
Mr'
Cheek.: soil ?~hariat~Pressures
~' 1?~'~iT'
Static sail pr. ,., ~ ~ { 1h1sc '-~_) S13}' := S13I' = 1197.5
Lr~ 'i?JF
D:, j: ~~nic! sU~il prLss~ue = { Ib '^ct i ~; }
! 1II~`
iVto - Tt:p~l -
_ ~ 3 - e = 5.47€
~n-,-
;v ]~Tt~' T
%`~ . b:?5 } e = 5,=174
r ,
Nlv 1`t~'T e
'~ 1\ ,'T'•L1:•2.3~.~1 + ~,~ 11F~
DSP := 2~i~0
D := 5.')
11~~ := 6.(3
WF = 8'r'{l
LF := 12..5
I~W'1' := 12,5:.
Ht =
APP = ?fi0t}t)
S`,VT := b3 SO
PWT := 14500
FTW'l` = 99000
N1:1'1~'1' = 1197:50
1`~tr = f32t7437,5
1;,Ot7 '~'K
flK;
c Ste` = 2f100
~F~ = 2.i)8'?
qa = 18` ~.9,'~ ~ DSP = 260
OK'
} 21031i~7 JONES. SIGi`~i Sht. ~• of 4
C heel: tensile. stress csf cancretc~~t pole>:
Conir~:ressive Strength of C.on~rc[e : r ~>;i,, ?
ALP 2 qa
Overtunxing nxonient at pale . f ft-lbs ~f . } Mp :_ ~: ~
(1-8:,12}2
Section xnodxrlus of faotiaxg -Per foot of width : (iz~, ~ } Sw .= ~
Allowable stres in concr~ic : (psis. } c~l~ * :- 0. ~5~ ~~'Y t4~
',':'. , i1e sties"s .al c~,~n~ rele Asl<:) ft :_ (gyp 12}~• 1.3
Sw
fc':= 3QU0
hip = '6aS'a.S~17
Svi~ _ $5~1
~Ft = 198:,Q1
ft _ (h(, Ci~B > ~~t 1'8.41
REBAR 12EQUIRED FnI> 5T~2L,SS
Desi~~i of reinforeui~ steel iii foatin
for length ti ,~~cstixag; Asl := fl.0006 I1F ~`o'f'• 1.4~t As1= 4.,.147
,t ; ~r~ri~,l~~i ~~...
-s
1Zebaz size - '~.iin??er := 5' RvbtxrArea : (h? } Area ._ +°.-~ - ~ ~-~ lrea = ~.~-
IklxxxnbF::r require+l : Asl = :13.51$" Use six (Fi) {l5 Behar x 11'_5" l,t... top, middle and ~ottonx, '
Area (Eighteen (18) total ret~xiired. )
For width of footaaxg : Asvs~ := O.O~C1•I~'•LF• l44 Arty = 6,4A
~-~`N,t.,nPr ~2
RC:a£iY' sire : 1`lusnber r- 5, Rebar Area;; (ix.2) Area ;_ ~~ 8 f Area = Care 31
Nin•~,,.r m<ir~ired : As~v = 21.12 LTse eight t 8 ): ~'S ' .:l~ar x 7'-t~" LG. top, nixldle aid bcttorn.
Area (Twcxty-taxer i" 2~l) total reduire~. )
xxautxt of concrete : els,3 ~) ~ 27 ] _ ~ :4.27 (Hl - i . ~ }~
Cv = 21.6'99 Eac:li
I~fote : Burn faxu ` °' J C" diasrlcterY~~~es, equally staaced, 18" x:l~ f;ai b~ttoxn
of pike,. tc~ aL' ,;,v coxi"cet~ ns ~'c. ~o'_es :ar water ekclu:i~n,
,,, ~
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ELECTRIC
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No. GZ~ 219528
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SIGN
NATIONWIDE
December 12, 2007
City of 0 shko sh
Attn: Allyn Dannhoff
Inspection Services Division
215 Church Avenue
Oshkosh, WI 54903-1130
920-236-045
1711 SCHEURING ROAD
DE PEKE, Wl 54115
PHONE: (920) 983-6700
FAX: (920) 983-9145
WEBSITE: www.jonessign.com
"JONES MADE SIGNS BEFORE HE COULD TALK"
RE: Sign Permit for Comfort Suites C~ 400 Koeller Street
Dear Allyn:
Enclased;please find our check #067691 in the amoli~~t of `'
X329.00, dvhich represents payment for. the sign per~~~t fog the
Duml~e Management/Comfort S~xites pylon sign.
Pleasie process andYmail tl~e original permit back to me at the
address listed above. In the event you should need to contact
me, I can be reached at 1-920-983-6700, extension 1062 with
any. questions you may have.
Thank you for your assistance in this regard.
Sincerely,
JONES SIGN COMPANY INC
3~
.i~o. ~,
~~l i~ ~~
' ,j1
orr~ S.. Hendzel ,,: .
Permit. Coordinator ~ DEC 13' 2007
~' ._ - < _. . , . .. ?- iIV ~~~0.. & i~l': ...+E,..141t 2~..~.5 ~.J~~;r i..7 fl'6/dV
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MANUFACTURING .~.~ CITY' SIGNS - S/NCE 7910
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PAINTED TO{YFPi4~~ \~
9 pyg~~{-p~pry E \
OPAQE~E VINYL
CQL~fR
PAINTED TO MATS=t{ ~~ ~.,`
3M PUTTY 7725-59 ''
OPAQUE VINYL
Ct}Lt~R
PRE:FINIS}~ED WRISCO ~__
EXXON SANE}STC3T~E
11 $~F_~'
4dQ KOeIIeT St,
k WI 5~~01
Saddle MouE~t Direct Embea Cube OSh oSh,
f~..,
~~~rr O~. ~ J
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~,~~ FABRICATED ALUMINUM TOPPER
~'` COVERED v~l REAL CEDAR TRIM
s..
-- COMFORT SUITES - HiD L1T CABINET
-°'".-~.-- * VIDED 13Y REFERRED
FACES & GRAPHICS PRO P
SIGN VENDO 'JONES SIGN TO INSTALL
~: ~ .
,.,~
*~ ~
`_`°__
INTERNALLY ILLUMINATED wd
400 W METAL HALIDE LAMPS (15X EACH}
"`~,.
~'ti
-'~~~ 3"x B~ STEEL ANGLE FRAME CABINETS ~1`YP}
Yr"
f
____ HID L1T TENANT CABINETS w/FLEX FACES
mL
CABINET' RETURN AND FACE TRIM TO MATCH
°~
. ~ 3M PUTTY 7725-59 OPAQU€ VINYL
p
*AT&T FACE GRAPWCS PROVIDER 13Y PREFERRED
i~
.~ _ SIGN VENDOR; JONES SIGN TO INSTALL
O
--- --~-
_- '"~~----INTERNALLY' ILLUMINATED wl
~~_~ 400 W METAL HALIDE LAMP51<gX EACH}
-- OPAt~UE V1NYL DIVIDER - 3M PUTTY 7725-59
~~
~- £ _- __ f=~ ____. DECORATIVE POLE COVERS TO HAVE
f `~ REAL CEDAR FACING
~'`
--_._ _,P.~--DECORATIVE ALUMINUM ENI~ CAP5
_ -~ ""
~-
~'~- ACCESS SERVICE DOOR _-------
_._.___ 2~"DIA, x .500"` WALL STEEL POLES (2X}
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nla Dave Heideman
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K:1Design~20071C~~onfort5ulteslConceptual112695_9R~:cdr
~_,_-- ~------ FABRICATED ALUMINUM CAP -
PREFINISHED WRISCO EXXON SANDSTONE
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CONCRETE FOOTING wl REBAR
9'-0`~x 12'-6"X 8'-0" DEEP
..........__.
R. Erickson Shar~nor'~ Dufek ~,~.
RE
11.14.07 .~~ -~
,, ~ _~ _ , ,, r 11.19.07
K.~Desiyn'~2D{1T~C1Cor~fc;ri Suites.. ons.ructior~16144y(F) R. ~~
u ~
-° ~
7 , 't ~ ~ iJ Iii~~i'~'ld' T~+ii
~-Cor~~rr,er;.ial i92 Dou"~'e 1.7v 5 ~:~rc its
ARCHITECTURAL SITE PLAN
a~ noted
5ad;~;e Nlc;~ant ~ireri ~m~r`~ Cube
771! i4 !AC uie+swteM7C WIRe
'~ ~ ..._walt10~"`wau+ "uz mkp+rawn
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