HomeMy WebLinkAboutBldg Permit 06-0031
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
1j1lP~
I. White File I P
i ~:~I~w ~~;licanl ERMIT NO. 0(0. DC3J
(Please type or print and si~ at bottom)
ADDRESS
/.-r2'7~
/A/~jJANK~
72-L
AT
ZONING (office use)
tIS/)
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PIDZ5. o3~. 009 0
OWNER
(Name) ~J
/_ t. (...J' T1f--+
,
(Phone)
(Address)
J'r- 0
BUILDER
(Company Name) ~ lI-,i:Ij!:::iZ WOA..--/~.> /:!N-rrA- .u_r~ t6""J
(Contact Name) I" / lrrL '! / d"t/J ..$~~
I
(Address) .2 b ~ If5A/~ Jolt . .~r,t...~r r/
(Phone) ..-!i..<1.-. ~O "7. 76/
(Phone) d1d U 12, 2~Z..f-/ It?
TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing
~ition OAlteration OUtility Connection
~ 0 D~
CODE: I.R.C. I.B.C.
Type of .onstruction: I II III IV V A B
Occupancy Group: A B E F HIM R S U
Division: I 2 3 4 5
ORe-Siding OLower Level Finish
.-
~place
PROJECT COST /V ALUE $
(excluding land)
'" /;- , I:>
70/L>6b.
I hereby certify that I have fi.1mished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authonzed agent for the
above. mentIOned prope and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can revok~ ?~Just cause Furthermore, I hereby agree that the City official or a designee may enter upon the property to perform needed inspections.
X //:. ---J 2/)2'11)../7 /. ~/ &>-6
.. Signature Contractor's License No. Date
I Permit Valuation 45. GfCC~ ~ Park Support Fee # $
I Permit Fee $ ~~ SAC # $
I Plan Check Fee $ '1()' . ,L Water Meter Size 5/8"; 1"; $
I State Surcharge $ 2~ .50 Pressure Reducer $
I Penalty $ Sewer/Water Connection Fee # $
I Plumbing Permit Fee $ Water Tower Fee # $
I Mechanical Permit Fee $ '!/) . 6>{) Builder's Deposit $
I Sewer & Water Permit Fee $ Other $
I Gas Fireplace Permit Fee $ pwJl~4.OD- TOTAL DU} I $ 1143.24-
C~LJ.JiI) ~ II
mes Your Building Permit When Approved Paid / . 24- Re4ejPt No. 5-VJ'J'Q
~,r I Date I.~ 0(0 3'.
.
ThIS IS to certify that the reques 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 Plannt . constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued N I Ii
Plannfng Director
w
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Special Conditions, if any
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEfAflTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
n/lS/6IC. WO~KS
l 4,0&
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/5271 F/l/tiC8/fNK.<; 77V7/L IVC
Accepted
Accepted With Corrections )L-
Denied
Dale: II'/~
Comments:
J. r\k.~ .s:J ro'5~ C-cnLt-~r
liThe 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."
Feb 02 06 03:50p
Ken and Ja~me Z~lstra
9524477228
p.l
10 . d 1\::1101
~
l;JTY OJf PRIOR ,LAJ(E '
H}:ATING/AIR CONDITIONING/FIREPLACE PERMIT
OllIe Rec'd
~'~.:.. ~~7r PERMIT No()i~.,,^-2I1
1, Yd"_ "'N'l....t " '-""~
J.!:~~~~~~,F.!~.'!t!_n~.~n at bDtlllml
ADDllESS
I '67./4 .f~JR~~~\L.S +vqJ L ,.J E.. , P~Iu;:z.. hAlLGr4
....r ......_. ~_...-_..._-_.--_..
ZONING (nrr;~~ U!<)
LEGAl. DESCRJPTION (tll'l'ic~ IJ.\C IInly)
Lor
lH..OCK
ADrJ{TI()N
PID
OWNER
(N"mc) .
~ r4. -"1...'-11!:,~ B...... ..
C A "6D.JE)
(Phone) ~.~. ~ -:-~ J..~_=-_~~v.s
qS -z.-44"1-i'2--1"7
(Address)
APPLICAN:r: -? I L \-
(NalllC) I~A ~ -rvA
(Phone) _..e~ig:.._
(Ad.drcslI) -'-a fJ-.Q" (C)
(Clty)
---, ~Pll(1ne)
~
(Zill COO~)
IAddrCI~)
(Contact Pc.'T.~on) , ~ ~ ~I );i; ~~
APPI.ICANT SrGNATUR~~Y~
.--...-....-.--.---... ------;'-..--..
DATE
.J
;Z/~,t
^P]~l.tC^NT N.EASE COM.P.I..El'E BELOW
DNEW CONSTRlICTION 0 kEJ'LACEMENT ~ALn:::I{ATI()N~
rlJRNM:r. M^KF. M-IO MOnEl. L-:1t.:\~ f'l4e.p 1QO::: fUEL ,JA~~~J,
FLUE SItE RETURN OPF.NINCJS .__"" ...,.. . _.__. JNPllT OUTl-'ur
mE OF SYSTEM HEA"flNG OR POWER PI.ANT
~~-
OWlInn Air Plants 0 Steam
OGf~vity 0 lInt WAl1.."T
o Mech:ll\ieal 0 Radjilli~ln
DAlf Coudili('l\ing 0 S,pceial Devices
DVenl. System 0 ()lh~r n~vicc~ . ......__n_
FJREI'L^CE MAKE AND MOUcL")..le:,Q ~- '"' - ~J~ Sj...-?,SO.....
..-......-- .n' FF.E SCHE~ULE --rR5
1% ...f'j,," &:ost Rr.sidcntlal. (j;1.~ Fil"elllace
$.11),50 mini''I\\,m
S91)..~O
$(\4,50
rU;A;SE NOn;: Air Condilioller
Unit. and Fin~plaL-e! Cannot l1:ncJ'onc:h
into Required Side Yard Seth;lCkll.
Firepl.('c.~ willi DOl Addition!; or
CSUltilC"CU to the (Jul~ide IIC /JllihJin~8
Req'uirllll Roildin~ Pel'mll.
IndU$lri.l. COlnmerc;;a1 &. Multi-11~1I111>,
~c:~idcntilll. Hearing &. NC (New Cnllmuclinll)
RClidcntilll, Hc:atill~ Only (New 1,:nnstru.:liQII)
Residential. ^ddili(ln~ & Al1tr:lli(l1l~
I(c.~identilll. M: Only
S~9.s0
$39,50
$39.50
Estimated CU~\ S
Duildinp, Petmil #I
HEATING rERMIT rom:;
STATF.SURCHARG.e
TOTAL l'tltMIT FEE
$
$
$
.50
(Office U~t Only)
This Applit.AlillA Becllm~s Vnur Builtlilll!: l'~~tllit Wllell ApprraVl:.d
Paid
Receipt No,
Dale
By
8uilllin. Uflid:sl
tlat"
te/t0 'd
24 hOl.r IIlItke for all illSJl<<lIltM (.'!i1) 447-9850, fax (952) 441-4245
lNltiW 3~~l ~OC~d ~O A1IJ
c0:St 900c-C0-B3~
CHASKA BUILDING CENTER Mark Ostby
350 East Highway 212 P.O. Box 89, Chaska, MN. 55318- (952)448-6776
FASTBeam@EnaineerinaAnalysis@1996-2005 Georaia-Pacific Corporation
Project: MASTERWORKS-ZYlSTRA.FBD
Mark # : Beam - Roof
Usage : Beam (Roof)
Max Deft: II = L/240 Tl = L/180
3 Jan 2006 10:50 am
Version: 6.0
Lower Ridge Beam x 2
Repetitive : No
Composite Action: No
Spacing (in.): 0.0
Slope : 0/12
-1 55", 625 psi
L 5.5',625 psi
19'6"
LOADS Project Design Loads: Roof: Live=35 pst, Dead=20 psf;
L1ve+Dead Ld(T) Live Ld(L) LDF Location*
# Shape @Start @End @Start @End Span# Starts Ends Additional Info
1 Uniform{plf) 385 245 115% 0 0'0" 19' 6"
Unlform(plf) 16 0 0 0 19' 6" Self Weight
"Dimensions measured from left end when soan# is 0, otherwise, from left end of the soecified soan.
SUPPORTS(lbs)
1 2
Max R'n 3912 3912
Max 115-/_ 2389 2389
Min R'n 1523 1523
Min 115-/_ 2389 2389
DLR'n 1523 1523
Mln Brg(ln.) 1.50 1,50 [Based on bearing stress below]
Br(l Str/psi) 625 625
DESIGN
Value Span X Group Allow LDF Ratio
V(lbs) 3423 1 18' 3" 31 13621 115% 0.25
M(tt-Ibs) 19071 1 9' 9" 31 34331 115% 0.56
LtRn(lbs) 3912 0 0'0" 31 18047 100% 0.22 See Note #4
RtRn(lbs) 3912 0 19' 6" 31 18047 100% 0.22 See Note #4
LLDefl(ln.) 0.57 1 9' 9" 31 0.98 U414
TLDefl/in.) 0.93 1 9' 9" 31 1.30 U253
USE: GPLAM 2.0E 1. x11.SS" 3 Plies Grade selected by User
G-P lAM tm Ge i - p.
NOTES:
1. Designed In accordance with National Design Speclf1catlons for Wood Construction and applicable Approvals or Research Reports.
2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression
edge.
3. Loads have been Input by the user and have not been verified by Georgia-Pacific Corporation.
4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than
maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'sectlon above.
5. Bearing length based on design material; support material capacity shall be verified (by others).
6. Roof Usage: Install with minimum 1/4:12 slope for adequate drainage.
7. When required by the building code, a registered design professional or building official should verify the Input loads and product
application.
8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed
for commercial uses.
9. For beams with loads applied equally to the top of all plies, nail piles together with 2 rows of 16d nails @ 12" ole (one row 2" from
top, one row 2" from bottom). Specified attachment is from each side.
10. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side-Loaded, Multiple-Piece Members
in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide.
11. MaxiMin reactions are based on the applicable load combinations outlined in the notes. Summation of maximin reactions for various
DOL may not match total maximin reaction.
12. Design valid for dry-use only (less than 16% moisture content).
13. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners.
14. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70. D + 100% + 125%
, 80 = D + 100% + 133%, 90 = D + 100% + 115% + 1330/012, 100. D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%)
15. Grouo = Load Combination Number + Load Pattern number. (For slmo/e soan. Load "attem . 1 for LL. 0 for DL.J.
CHASKA BUILDING CENTER Mark Ostby
350 East Highway 212 P.O. Box 89, Chaska, MN. 55318- (952)448-6776
FASTBeam@ Enqineerinq Analvsis @1996-2005 Georaia-Pacific CorDoration
Project: MASTERWORKS-ZYLSTRAFBD '
Mark # : Beam - Roof111 6' window on outside wall
Usage: Beam (Roof) Repetitive: No Spacing (in.) :
Max Deft: LL = L/240 TL = L/180 Composite Action: No Slope:
3 Jan 2006 10:49 am
Version: 6.0
0.0
0/12
.-J
3.5',565 psi
L
3.5", 565 psi
6'6'
LOADS Project Design Loads: Roof: Live =35 pst, Dead=20 psf;
live+Dead Ld(T) Live Ld(L) LDF Locatlon*
# Shape {li2Start {li2End {li2Start (li2End Span# Starts Ends Additional Info
1 Uniform(plf) 385 245 115% 0 0'0" 6' 6"
Uniform(plf) 4 0 0 0 6' 6" Self Weight
-Dimensions measured from left end when soan# is 0, otherwise, from left end of the soecified soan,
SUPPORTS(lbs)
V(lbs)
M(ft-lbs)
LtRn(lbs)
RtRn(lbs)
LLDefl(ln.)
TLDefl/ln.1
1 2
1265 1265
796 796
469 469
796 796
469 469
1.50 1,50
565 565
Value Span
900 1
2056 1
1265 0
1265 0
0.05 1
0.08 1
[Based on bearing stress below]
Max R'n
Max 115-/_
MinR'n
Min 115-/_
DLR'n
Mln Brg(ln.)
Brg Str(psl)
DESIGN
x
0' 2"
3' 3"
0'0"
6' 6"
3' 3"
3' 3"
Group
31
31
31
31
31
31
Allow
3633
7507
3461
3461
0.32
0,43
LDF
115%
115%
100%
100%
Ratio
0,25
0.27
0.37
0,37
U1614
U1016
See Note #4
See Note #4
USE:
GPLAM 2.0E 1.75x 9.50" 1 Plv
G.p LAM tm Georgia-Pacific Corp.
Grade selected by User
NOTES:
1. Designed in accordance with Nationai Design Specifications for Wood Construction and applicable Approvals or Research Reports.
2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression
edge.
3. Loads have been input by the user and have not been verlfled by Georgia-Pacific Corporation.
4. This reaction Is based on the combination of ioads & duration factors that produces the highest stress ratio and may be less than
maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above.
5. Bearing length based on design material; support material capacity shall be verified (by others).
6. Roof Usage: Install with minimum 1/4:12 siope for adequate drainage.
7. When required by the building code, a registered design professional or building official should verify the input ioads and product
application.
S. This engineered lumber product has been sized for residential use. A concentrated ioad check, per the building code, must be performed
for commercial uses.
9. MaxiMin reactions are based on the applicable load combinations outiined In the notes. Summation of maximin reactions for various
DOL may not match total maximin reaction.
10. Design vafld for dry-use oniy (less than 16% moisture content).
11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners.
12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125%
, SO = D + 100% + 133%, 90 = D + 100% + 115% + 133%12, 100 = D + 100% + 115%12 + 133%, 110 = D + Commercial Ld (100%)
13. GrouD = Load Combination Number + Load Pattern number. (For slmDle SDan. Load Dattern . 1 for LL. 0 for DLJ.
. .
CHASKA BUilDING CENTER Mark Ostby
350 East Highway 212 P,O. Box 89, Chaska, MN. 55318- (952)448-6776
FASTBeam@ Enaineering Analysis @1996-2005 Georgia-Pacific Corporation
Project: MASTERWORKS-ZYlSTRA.FBD
Mark # : Beam - Roof11
Usage : Beam (Roof)
Max Detl: II = L/240 Tl = L/180
3 Jan 200610:49 am
Version: 6.0
Header over patio door
Repetitive : No
Composite Action: No
Spacing (in.): 0.0
Slope: 0/12
.J 3.5',565 psi
L
3.5', 565 psi
10'9'
LOADS
Project Design Loads: Roof.' Live=35 pst, Dead=20 psf;
Llve+Dead Ld(T) Live Ld(L) LDF Locatlon*
# Shape @Start @End @Start @End Span# Starts
1 Uniform(plf) 100 0 100% 0 0'0"
2 Uniform(plf) 55 35 115% 0 0'0"
3 Concentrated(lbs) 3868 2461 115% 0 3' 6"
4 Concentrated(lbs) 3868 2461 115% 0 7' 6"
5 Concentrated(lbs) 1100 700 115% 0 5' 41/2"
Uniform(plf) 13 0 0 0 10' 9" Self Weight
.Dimensions measured from left end when soan# is O. otherwise. from left end of the soecified soan.
SUPPORTS(Jbs)
Ends
10' 9"
10' 9"
Additional Info
V(lbs)
M(ft-Ibs)
LtRn(lbs)
RtRn(lbs)
LLDefl(in.)
TLDefl(ln.1
1 2
5231 5411
2942 3057
2289 2354
2942 3057
2289 2354
1,76 1.82 [Based on bearing stress below]
565 565
Value Span X Group Allow LDF Ratio
5253 1 9' 10" 31 10899 115% 0.48
18437 1 5'4" 31 22522 115% 0.82
5231 0 0' 0" 31 10382 1 00% 0.50 See Note #4
5411 0 10' 9" 31 10382 1 00% 0,52 See Note #4
0.32 1 5'4" 31 0.54 L/403
0,55 1 5'4" 31 0.72 L/233
Max R'n
Max 115%
Mln R'n
Mln 115%
DLR'n
Mln Brg(ln.)
Br{l Str{Dsll
DESIGN
USE:
GPLAM 2.0E 1.75x 9.50" 3 Plies.
G.p lAM tm Georgia-Pacific Corp.
Grade selected by User
NOTES:
1. Designed In accordance with NatIonal Design Specifications for Wood Construction and IIppllcable Approvals or Research Reports.
2. ProvIde lateral support at the bearing location nearest each end of the member. ContInuous lateral support required for compression
edge.
3. Loads have been Input by the user and have not been verified by Georgia-Pacific Corporation.
4. This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than
maximum reactIon. Therefore, when reaction values are requIred, use Max R'n from 'Supports' section above.
5. Bearing length based on design material; support material cllpaclty shall be verified (by others).
6. Roof Usage: Install with minimum 1/4:12 slope for adequate drainage.
7. When requIred by the building code, a registered design professional or building officIal should verify the Input loads and product
lippI/cation.
8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed
for commercial uses.
9. For beams with loads applied equally to the top of all plies, nail plies together with 2 rows of 16d nails @ 12- oIc (one row 2- from
top, one row 2" from bottom). Specified attachment Is from each side.
10. For beams with loads not appl/ed equally to all plies, refer to Fastening Recommendations for Side-Loaded, Multiple-Piece Members
In the GP Engineered Lumber Residential Floor & Roof Systems Product Guide.
11. MaxiMin reactions are based on the applicable load combinations outlined In the notes. Summation of maximin reactions for various
DOL may not match total maximin reaction.
12. Design valid for dry-use only (less than 16% moisture content).
13. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners.
14. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60. D + 100% + 115%, 70 = D + 100% + 125%
, 80 = D + 100% + 133%, 90 = D + 100% + 115% + 1330/012, 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%)
15. Grouo = Load Combination Number + Load Pattern number. (For slmole soan, Load oattern = 1 for LL. 0 for DL).
PRIOR LAKE DEPARTMENT OF
. BUILDING AND INSPECTION
INSPECTION RECORD
SITE ADDRESS .15A ict ~rr ton......lq"c;. -r;:'.
NATURE OF WORK LLJ&.v... _ .. ~
USE OF BUILDING -5 Fe;) . __
PERMIT NO. ()t#- 003/ DATE ISSUED II(~J ~
CONTRACTOR tlo.s~4'~~q ~~l!d'~ PH(5NtEW-~-q~
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR
DATE
I FOOTING I
FOUNDATION (Prior to Backfill) I I
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL.
PLUMBING
HEATING (if required)Yvy! ~ J-/4-Cl.,
FIREPLACE l/0I' J.-lq~OG
GAS LINE AIR TEST .JI1;V./ )r-T)1?{_
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
~~ I I
FINALS
A 1,11
llV,/
v~ /J
J/L1/ /'
2.---!q~Ok
J- / 1-1-rJv
GRADING (Prior to Sodding)
BUILDiNG
ELECTR,ICAL
PLUMBING
HEATING
DO NOT OCCUpy
-; --- l'/~
/J
vvr/ /7
NY'
UNTIL ABOVE HAS BEEN
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall be placed near main entrance.
y/1~
~../f 7-QJ
SIGNED
FOR ALL INSPECTIONS (952) 447-9850
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
~'i?r-CIJ.
ADDRESS
/,~ J1,
h:tv4iAlf.lc,
OWNER
CONTR.
PHONE NO.
PERMIT NO.
~ -- 3/
o FOOTING
o FOUNDATION
o FRAMING 1)
o INSULATION
)i!l"'FINAL
o SITE INSPEC
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
COMMENTS:
.---
/
( /" I r~ _
\ ~ -' Lv-'G-
,,-
----
----
.....
--........
r:/ \
{-7L )
~
-----
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT W~"Kfty;1ZR REINSPECTlON BEFORE COVERING
Inspector: JJ!...J" Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY/
_n