HomeMy WebLinkAboutBuilding Permit 03-1241
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ADDRESS
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
/(;(;80 r/U9/'1UltJ
LOT
BLOCK
LEGAL DESCRIPTION (office use only)
ADDITION
OWNER
(Name)
Date Rec'd
e,2--1.03
I_White
2 Pink
3. Yellow
File
City
Applicant
I PERMIT NO.O 3 - / () '-/ II
77Z191 L- S c:-
ZONING (office use)
C4-
PID25" 1(}L 031,0
PEIOR_ VUc6 .per IfasP//l'9f...-
(Phone)
(Address)
BUILDER _ . I
(Namp1 r;,f161Y; ~<flqN
(Contact Name) .7lJ DI &
(Address)
fR 313 t!/fl1 P .e4oe;6 .s:J.,
TYPE OF WORK
o New Construction
OLower Level Finish
(Phone)
(Phone)
q +-/. () C; 71A
crr;2- '10/1- oWo
.5"5"-F/(,
-ST. ,-OUIS ,P.c., /'1#
DDeck
DPorch
ORe~Roofing
DAlteration
ORe-Siding
DUtility Connection
~Misc. .5 /GN PROJECTCOST/VALUE (exc1udingland) $ 7y6o. U 0
)"". ,
I hereby certiry that I have furnished information on this application which is to the best of my knowledge true and conect. I also certiry that I am the owner or
authorized agent for the above-mentioned property and that all construction will confonn to all existing state and local laws and will proceed in accordance with
submitted plans. I am aware that the building official can revoke this pennit for just cause. Furthermore, I hereby agree that the city official or a designee may
enter up~.th. e Yl:~y<..rt:~orm needed inspections.
X . .Y' ~'2-q-D3
Signature Contractor's License No. Date
I Permit Valuation
I Permit Fee
I Plan Check Fee
State Surcharge
Penalty
I Plumbing Permit Fee
\ Mechanical Permit Fee
I Sewer & Water Permit Fee
I Gas Fireplace Permit Fee
$
$
$
$
$
$
$
$
~Cb?O,OO
1'S..'3. Z~
9t'''!' /..1
'I. 00
This Application Becomes Your Building Pennit When Approved
~ ~~))(
Building Official
$(117
Date
o Fireplace
DAddition
$
$
$
$
$
$
$ 9~./)O
I $-...Y2-~1.0b
Paid
Date
,~<,1/1 ~~ <,..
0- ih -0.3
Receipt No.LI'> J(P~
By fL
I '
1<0, Ci':.L
) Date Special Conditions, if any
notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Park Suppon Fee
SAC
#
#
I Water Meter Size 5/8"; I";
1 Pressure Reducer
I City SAC and WAC
I Water Tower Fee
Builder's Deposit
Other
#
#
.,ffl q tJ
~
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued.
/
TOTAL DUE
5~~
While - Building
Canary - EnQineering
(' Pink - Planning-:=>
Th~ ('~nl.., nllh.. I..k.. Counlry
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLlSr
NAME OF APPLICANT
APPLICATION RECEIVED
E/)(~7/-C .S'/q/J
(; "/ u/. 0 7
Y,. /_ . "
v
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/.0 t f; () Fle/ I Iv t:. Lllv! 7}<:~// / L S 1::::-.
{lie / (/,- I~ 1'/ r C F{:..: T r/ (. jf-! 17/ L)
Accepted y.. Accepted With Corrections
,
.
"
Denied
Reviewed By: m r>.--t/~9A
V
Comments:
Date:
qLyO~
v a,~ r:>Qf ry>~-t
W ~ v;' ':13,4- DD
r-U/ u_clLd
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pnuv .tD ~-
CXl~ CLpptL(l'O-~J
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"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
@~
C-Whil" . '.:'I'!Udinli--:-
wiillClIY ,;. Engineering
Pink - Planning
ThO' ('I'nll" of lh.. L.kf Counlr)'
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
EAGLE SIGN
. .
g. Zq Qs
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/t#~go F~NK.L/AI I/c:r;/L 5E
( PIG/ Ole- I.-/f t:6 PET fiOfPI 774 L.. )
Accepted Accepted With Corrections ~
Denied
&rl-,
("
1~~
/, , .
~ ~ /U:4-<"1,..~jJ
tJ , !If 0
- r ~ 3L.j,OD
~
Date: ~/Sf3
~ ~./:;
Reviewed By:
Comments:
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
FROM: SEARSl175
FA>< 1-10_ : 4874555255
H'.l9. 19 2003 OS: l6Af'! P4
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FAX COVER SHEET:
I
I JIll
C'!" . - 1.(:J n /LL Ll
I~lc.u 1+ L L60 I"':: n,,' (
Eagle Sign
Address:
6313 Cambridge St.
St.Louis Park, MN 55416
Phone: 952-941-0976
Mobile: 612-865-6143
Fax: 952-941-0055
Date:
<6- [li{ - O~
Fax to:
f(\,ov L..a.h - A0-.nV11'~j-;-~
Subject:
'R~n t-\-(AYJ~)fS P-t"XVYltt
Number of pages including cover sheet:
4
Special Instructions:
?)-et1?e - lDvH-o..c}
MY o/Acs'h6Yls.
rYU- WIth
JcdiG
.
CITY'S COpy
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9-09-03
EAGLE SIGN COMPANY
Sht. 1 of 4
File: EagleSgnOOIa.mcd
Site: Prior Lake Pet Hospital
16680 Franklin Trail SE
Prior Lake, MN 55372
CITY'S COpy
Sign TVDe:, 13'- 2" OAH direct burial single pole for 5'-2" x II '-0" double faced ID sign.
Design Windload: (PSF) WL c 30.0 Based on the Minnesota Building Code reference
!BC using table Exposure C and 100 mph winds.
Pipe: API - 5L
Fy ~ 35.0 ksi. ; Fb ~ 30.72 ksi. (Compact section)
Tube: ASTM A-500 Gr. B
Fy ~ 46.0 ksi. ; Fb ~ 36.71 ksi. (Non-compact section)
Plate: ASTM A-36
Fy ~ 36.0 ksi. ;
Fb ~ 31.60 ksi.
Aluminum: 6063- T6 Allow and Temper
Fy ~ 33.0 ksi. ;
Fb ~ 28.97 ksi.
Mounting Bolts: ASTM A-307
Fu ~ 58.0 ksi. ;
Ft ~ 19.10 ksi.
Concrete: 2,500 psi. compressive strength at 28 days.
Summation of Moment at EL. 8.0': (Base of Sign. )
Sign:
W ) 5.17,
Sgn (5.17,11.0. L '.-. ,,12
2 '
Sgn ~ 52923.222 in.lbs.
Moment: (in.lbs. )
MtEL8 c Sgn
MtEL8 ~ 52923.222
Pole Structure Inside Silm :
Required Section Modulus: (in.3)
( Compact Pipe Section)
ReqdSx
MtEL8
30720
ReqdSx = 1.723
Pipe Section Modulus: (in.3)
Unity Check:
UCSectMod
4" Dia. x .226" wall . PipeSx = 2.39
(3-1/2" sch. 40)
_ ReqdSx
PipeSx
UCSectMod ~ 0.721
<
1.00
OK
Mountinc Bolts:
Load per Bolt: (Ibs.)
BitTen
MtEL8
2.8.75
BItT en ~ 3024.184
Mounting Bolt Diameter: (in.)
0=0.50
Stress Area: (in.2)
( Based on nominal diameter per AISC 4-3 )
,.02
A -
A =0.196
4
Allowable Tension: (Ibs.)
( Based on ASTM A-307 )
AllwTen 19JOO.A
AllwTen = 3750
9-09-03
EAGLE SIGN COMPANY
Unity Check:
BitTen
AllwTen
UCBltTen ~ 0.806
UCBltTen
Mounting: Plate for Inside of Si~m :
Total Number of Bolts per Side: No 2
Plate Specimen: (in.)
142.8.752, - (4.0, (2.3.75))
2
PLS
Plate Width: (in.)
PLW . 16.0
Minimum Thickness Required: (in.)
BitTen.No.PLS.6
Thk
(PLW.28970)
<
1.00
PLS ~ 2.505
Thk ~ 0.443
The built up section of the aluminum angle sign frame and plate with vertical guide angles is adequate.
Mounting: Plate for Too of Pole :
Total Number of Bolts per Side: No c 2
Plate Specimen: (in.) PLS c 14 10
2
Plate Width: (in.) PL W = 16.0
PLS = 2
Minimum Thickness Required: (in.)
BitTen. No. PLS.6
_.~~......--_..__._--
(PLW.31600)
Thk =
Use: 1/2" thick x 10" x 16" top plate on pole.
Summation afMament at Grade:
Sign: Sgn - (5.17.ll.O-WL).1 ,~12' - 8.0.12
2
Thk ~ 0.379
Sgn ~ 216708.822 in.lbs.
Pole:
P = 8.0. 10',.WL . 8.0,.12
12 2
in.lbs.
P ~ 9600
Moment: (in.lbs.)
MtGrd ~ 226308.822
MtGrd c Sgn 7 P
Pole Structure:
Required Section Modulus: (in.3)
(Non-Compact Tube Section)
MtGrd
36710
ReqdSx
ReqdSx ~ 6.165
Tube Section Modulus: (in.3) TS 10" x 10" x .250" wall - TubeSx = 30.1
Unity Check:
UCSectMod = ll.eqdSx
TubeSx
UCSectMod ~ 0.205
<
1.00
Sht. 2 of 4
OK
OK
9-09-03
EAGLE SIGN COMPANY
DesiQn of Caisson Footing- oer Pole:
Moment: (ft.lbs. )
Ma . MtGrd
12
Va c(5.17'1J.0'WL)~ i 8.0.,.J!>'WL
, 12
Ma ~ 18859.069
Shear: (Ibs.)
Applied Lateral Force: (Ibs.)
P . Va
Allowable Lateral Soil Pressure: (lbs./ft.2 per ft. )
Diameter of Caisson: (ft.)
Distance in Feet From Ground Surface
to Point of Application of "P"
Ma
Va
h
Depth of Embedment in Earth in Feet
But Not Over 12 Feet for Purpose of
Computing Lateral Pressure
Allowable Lateral Soil Bearing Pressure Pursuant
to the 1997 Uniform Building Code Section 1806.8
and Table 18-I-A.
SI'dl.(LP.J.33)
3
A c 2.34.-P
SI.bl
d2 A ,., I _ ~ I. 4.36. h
2 A
Sht. 3 of 4
Va = 1906.1
P = 1906.1
LP . 200
bl '3.0
h = 9.894
dl 6.75
SI ~598.5
A = 2.484
d2 = 6.565 < dl = 6.75
OK
Check Tensile Stress in Footim! :
Overturning Moment About Heel Point: (ft.lbs.) Mh' Ma - (Va.dl)
Treat as a cantilever at bottom.
Compressi \.: Strength of Concrete: (psi)
Yield Strength of Rebar: (psi)
Section Modulus of Footing: (in.3)
3
x.(bl'12)
-- - ---..-
32
Sw
Allowable Concrete Stress: (psi. )
~Ft
0.65. 5. fc
Tensile Stress in Concrete: (psi.)
ft '1.3- (Mh'12)
, Sw
~Ft = 162.5
Mh =31725.244
fc '2500
fy . 60000
Sw ~ 4580.442
Wt = 162.5
<
ft = 108.049
REBAR NOT REQUIRED FOR STRESS
9-09-03
EAGLE SIGN COMPANY
Sht. 4 of 4
DesiQt1 of Temnerature and Shrinkape Steel in Caisson:
Yield Strength of Rebar ; (psi)
1)< '60000
Overturning Moment About Heel Point: (fUbs.)
Treat as a cantilever at bottom.
Mh -Ma' (Va.dI)
Mh ~3]725.244
Moment for USD Design :
Mu = 1.7.Mh
Mu ~ 53932.914
d '((bI.12)'.80) 4
d ~ 24.8
To Plot for".iu " :
coeff
Mu.I2
fc.b]. I2.d2
coeff~0.012
ju .99
Use yield strength of direct burial tube to check.
Yield Strength of Pipe : (psi.)
1)< 46000
Required Area: (in.2)
As
Mu.]2
ju.1)<.d. .9
As ~ 0.637
Tube Area: (in.2)
Area = 9.59
Rebar Requirment :
As ~ 0.637
<
Area ~ 9.59
None required with the direct burial pipe.
Pole to be embedded to 3" of bottom of caisson to permit concrete cover.
Ouantitv of Concrete:
Cubic Yards: (yds.3)
CY
bI2
,. .dI
4.27
CY ~ 1.767
PRIOR LAKE
INSPECTION
RECORD .
SITE ADDRESS 111 ".0 ~1fI&l~ 701~ .J':&.
TYPE OF WORK AJ6w ~~
USE OF BUILDING . e. . ~ _.'
PERMIT NO. DATE ISSUED W~,.
BUILDER ~r PHONE #,.,/-IJfN
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
DEPARTMENT OF
BUILDING AND INSPECTION
INSPECTOR
DATE
I FOOTING I I
~O CONCRETE UNTIL ABOVE HAS BEEN SIGNED
- I I
I FINAL
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (952) 447-9850
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS Jt/d en
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
~ I DATE TIME
SCHEDULED j7~
-'J~ 1;,
/
CONTR.
PERMIT NO.
1- J Zi/
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADlFILLING
o COMPLAINT
o FIREPLACE Rl
o FIREPLACE FINAL
o GASLINE AIR TST
o
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o WORK SATISFACTORY, PROCEED
o CORREC ON A D PROCEED
A L FOR REINSPECTION BEFORE COVERING
Ins Owner/Contr:
ALL 850 FOR ~EXT INSPECTION 24 HOURS IN ADVANCE.
~ REQU ENTSARE FOR YOUR PERSONAL HEALTH & SAFETY/
INSNOTI