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CJO� CITY OF PRIOR LAKE BUILDING PERMIT, Date Recd
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
x AND UTILITY CONNECTION PERMIT . '2 • I �-�
O1� I White File
Pint. city PERMIT NO. /4. 2,02_
1 Yellow Applicant !
,(Please type or print and sign at bottom)
ADDRESS ZONING(office use)
3 :=5.7'7 P0; 4c ass NO PUD
LEGAL DESCRIPTION(office use only) '' ``
LOT BLOCK ADDITION PID p�SL
' it 3. 020' D
OWNER
(Name) Z cGk ?ki 1 1p)
)i f 5 (Phone)
(Address) 3/c77 PO:rik PO Si Ala Prior JCS k e. / 44N
BUILDER __rr
(Company Name)-Al!I Sec on 3c,; for' (Phone) 95 o� '7 '3 c.-- 3 3O
(Contact Name) Jam .1�G✓I,ViK (Phone) Ses r:.
(Address) /c2.27/7 iV'c.o//a' AVc � 13urirsVf//<%1 /14 Al 55337
TYPE OF WORK 0 New Construction $Deck ❑Porch ORe-Roofing ORe-Siding ❑Lower Level Finish 0 Fireplace
OAddmon OAlteration OUtility Connection
CODE: ❑I.R.C. ❑I.B.C. 0 Misc
Type of Construction: I II III IV V A B PROJECT COST/VALUE $
Occupancy Group: ABE F HI MR SU (excluding land)
Division: 1 2 3 4 5
I hereby certify that I have furnished information on this application which is to the best of my knowledge tine and correct I also certify that I am the owner or authorized agent for the
above-mentioned property and that ail 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 revoke this permit forIyst cause Furthermore,I hereby agree that the city official or a designee may enter upon the property to perform neededin' ections
X . C.• 47 W1 6J /9
Signature Contractor's License No. ate
Permit Valuation 31 G 00 60 Park Support Fee # $
Permit Fee $ Sb .-ib— SAC # $
Plan Check Fee $ 5 .,- (r.), Water Meter Size 5/8"; 1", $
State Surcharge $ Pressure Reducer $
Penalty $ Sewer/Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer&Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ TOTAL DUE 3` -j f 4- $ 4_77 1
T -; 'c. on Be.t mes Your Building Permit When Approved Paid Receipt No. �, 20
,— Date I 5 1 l By b it/t ..)
1 . �.. Uzi
DUI ;-V Official Date
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may pioceed 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 Cettiticate of Occupancy must he
issued
Planning Director Date Special Conditions,if any
24 hour notice for all inspections(952)447-9850,fax(952)447-4245
4646 Dakota Street Prior Lake,MN 55372
14 - 3d -7-
Dimensions Fasteners DF/SPAllowable loads Installed
Joist Model No. Ge' W H B Max„ Header Joist
Uplift Floor(100) Stow(115) Roof(125) gig
Size
10d 16d (160) 10d 16d 10d 16d 10d 16d (ICI)
SAWN LUMBER SIZES
rLU24 20 1+/c 31/4 11 - 4.10d 4-16d 2-10dxt1/4 265 465 555 530 635 575 685 Lowest
a 2x4 rLUS24 18 1 '+ 3/s 1% - 4.lOd - 2100 490 670 - 765 - 825 - +3%
1124 16 1%6 3% 1''h - 4•100 4-160 2-100x1'/: 265 485 575 550 655 595 705 +67%
HU26 14 1V., 31/4,. 2/. - - 4-160 .2-100x1/ 335 - 595 - 670 - 720 295",
DBL rLUS24.2 18 3:/ 31/4 2 - --- 4160 2-160 440 r- 800 910 _.- 985 Lowest
2x4 1124.2 16 3v 3 2 - 4-10d 4.160 2-100 370 485 575 550 655 595 705 +33%
HU24.2,HUC24-2 14 3A VI, 2'r - - 4-16d 2-100 380 - 595 - 670 - 720 +240%
• rLUS26 18 1%. 4% 1/, - 4-100 - 4-100 1165 865 - 990 - 1070 - Lowest
11126 20 19/+ 4% 11/4 - 6-100 6-160 4.100x1/ 565 700 835 795 950 860 1030 +6%
U26 16 1%+ 41% 2 - 6-100 6-160 4.10dx1'/ 585 730 865 825 980 890 1055 +43%
ii2x6 rLUC26Z 18 1%+ 4'/. 1) - 6.10d 6.160 4.100x11/4 730 710 845 810 965 875 1040 +160%
HU26 14 1%F 3/t 21/4 - - 4-160 2-10dxl 335 - 595 - 670 - 720 «179%
■ rHUS26 16 1% 5y. 3 - - 14-160 6-160 1550 - 2720 - 3095 - 3335 .276%
• `LUS26.2 18 314 4:'i 2 - - 4-160 4.16d 1165 - 1030 -- 1180 - 1280 I
DBL 1126-2 16 3'-: 5 2 - 8.100 8-160 4-10d 740 975 1150 1100 1305 1185 1410 ,
2x6 HUS26-2 14 31/4 5n. 2 - - 4-160 4-160 1235 - 1065 - 1210 - 1305 1
HU?fi 2 HUC26 2 14 3/ 5', 2'G Msn -- 8-160 4.100 760 - 1190 - 1345 1445 +233%
14 3'f, 51,d 21/4 Max - 12.16d 6.100 1135 - 1785 - 2015 - 2165 +254%
1US26-3 18 4% 4% 2 - - 4-160 4-160 1165 - 1030 - 1180 - 1280 •
TPL 2x6 1126-3 16 4% 4% 2 - 8-100 8-160 . 4-100 740 975 1150 1100 1305 1185 1410 •
HU26.3/HUC26 3 14 4'v,. 5'F 21:- Min - 8-160 4-100 760 - 1190 - 1345 - 1445 •
14.4'V. 51/4 21/4 Max - 12-160 6-100 1135 - 1785 - 2015 - 2165 •
III
�LUS26 t8 1%, 4'i. 1; - 4.100 - 4.10d 1165 865 - 990 - 1070 -- Lowest
LU26 20 1%, 4;, 1'.: --• 6.100 6-160 4.1001'/, 565 700 835 795 950 860 1030 +6%
• `LUS28 18 1x'., 6% 11 - 6-10d - 4-10d 1165 1100 - 1255 - 1360 - •239
`LU28 20 1%, 61-. 1'4 - 8-100 8-160 6.100x1'/, 850 930 1110 1060 1270 1150 1335 +39%
2x8 1126 16 1N-.. 41-' 2 - 6-100 6.160 4.10dx11/4 585 730 865 825 980 890 1055 +43%
a r1UC262 18 19c•.. 4% 1- , 6-100 6.160 4.100x1' 730 710 845 810 965 875 1040 .160%
~HU28 14 1' .. 51/4 21/4 - - 6-160 4.100x1;, 610 - 895 - 1005 - 1085 +251%
rHUS26 16 1% 5;'s 3 - - 14-160 6.160 1550 - 2720 - 3095 - 3335 +276%
• rHUS28 16 1% 7 3 - - 22-160 8.160 2000 - 3965 - 4120 - 4220 •409%
a rl.US26.2 18 3'1 4/. 2 - - 4-16d 4-160 1165 - 1030 - 1180 - 1280 Lowest
lb rLUS28 .2 18. 31/4 7 2 ' - - 6-16d 4.16d 1165 - 1315 - 1500 -- 1625 +8%
DBL 1126-2 163'/5 5 2 - 8-100 8-160 4-100 740 975 1150 1100 1305 1185 1410 +65%
2x8 HUS28.2 14' 314 7+i. 2 ' - - 6-160 6-160 1550 - 1595 - 1815 - 1960 +188%
la HU28-2/HUC28-2 14 3'4 7 2'/. ' Min - 10-160 4-100 760 --- 1490 - 1680 - 1805 +397%
14 31/4 7 214 Max - 14.160 6.100 1135 - 2085 - 2350 -- 2530 +418%
III 1US28-3 18 4% 61 2 - - 6-160 4-160 1165 - 1315 - 1500 - 1625 •
TPL 2x8 U26.3 16 4y 41/4 2 - 8-100 8-160 4-10d 740 975 1150 1100 1305 1185 1410 •
lb H026-3/11UC26-3 14 4'1/4" 51/4 2'1. Min - 8.16d 4.100 760 - 1190 - 1345 -- 14.15 •
14 4'1/4, 51/4 21-'4 Max - 12-160 6-100 1135 - 1785 - 2015 - 2165 •
QUAD HU28-4JHUC28.4 14 61/4 6'.'s 21? Mtn - 10-160 4-160 900 - 1490 - 1680 - 1805 •
2x8 14 61/4 6% 2V 'Max - 14-160 ' 6-160 1345 - 2085 - 2350 - 2530 •
i rLUS28 18 1%, 6°;5 1> - 6-100 - 4-10d 1165 1100 - 1255 - 1360 - Lowest
`1.1128 20 1%:. 6-11 11/4 - 8-100 8-160 6.10dx17, 850 930 1110 1060 1270 1150 1335 +13%
• rLUS210 18 11,.. 7'.,. 1r. -- 8-100 --- 4.10d 1165 1340 -- 1525 - 1650 -- +15%
2x10 r- LU210 20 1:;.. 7'1/4. 1'.: - 10-100 10-160 6.100x1>: 850 1165 1390 1325 1585 1435 1715 .28%
U210 16 1°. 7'1,. 2 - 10-100 10.160 6-10dx1 i. 1110 1215 1440 1375 1635 1485 1685 +764
• rLUC210Z 18 1%. 71/4 11/4 - 10-100 10-160 6-10dx1•a 1100 1185 1410 1345 1605 1455 1735 +180%
1111210 14 11,:,, 71/4 2% - - 8-16d 4•10dx1'h 610 - 1190 - 1345 ._ 1445 +225%
HUS210 16 1• 9 3 - - 30-160 10-160 3000 - 4255 - 4445 - 4575 +450%
III `LUS28-2 18' 31/4 7 2 - - ' 6-16d 4-160 1165 - 1315 - 1500 - 1625 Lowest
r1US210.2 18 31/4 9 2 8-160 6-160 1745 1830 2090 2265 434%
DBL 11210-2 16 3'1 8'/ 2 . - 14.10d 14-160 6-100 1110 1705 2015 1930_2285 2075 2465 +88%
2x10 HUS210.2 14' 31/49Y,. 2 -- •- . 8.16d 8.16d 3295 - 2125 - 2420 - 2615 +217%
1111210.21 14 31/4 8'/, 21- Min - 14.160 6-100 1135 - 2085 -- 2350 - 2530 +441%
HUC210.2 14 31/4 8`1/4t 21/4 Max - 18-160 10-100 1895 - 2680 - 3020 - 3250 +467%
• HHUS210.2 14 3111. 3 - - 30-160 10-160 4000 - 5635 - 6380 - 6880 •
ill LUS28-3 18 4',:. 6'/ 2 -- -- 6.16d ' 4-160 5 - 1315 - 1500 - 1625 •
s -illy LUS210.3 18 4% 8%i 2 - - 8-160 6-16d - 1830 - 2090 - 2265
TN. U210.3 16 4`, 7;. 2 - 14-100 14-160 6-10d 1110 1705 2015 1930 2285 2075 2465 •
2x10 1111210.31 14 4'1/4, 8,',, 2,4 Min - 14-160 6-100 1135 - 2085 - 2350 - 2530 •
HUC210.3 14 4'1/4- 8%. 21/4 Max - 18.160 10-100 1895 -- 2680 - 3020 -- 3250 •
HHUS210.3 14 40.,, ^ 3 - - 30-16d 10-160 4000 - 5635 - 6380 - 6880 •
HGUS2I0.3 12 41%, 9/ 4 -- - 46.16d 16-16d 4095 - 9100 •-- 9100 -- 9100 •
+Rrrifalil^ap"`mriv'd' -a•^ka-.3a'eb"abdc`pcpkba 4Rnifalil"ap'e^sb-_bbk•1k•cb"pbad dl&a`1 db"opnr"hbil^alkd'1 held
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Bob Hutchins
From: Bob Hutchins
Sent: Wednesday, May 14, 2014 3:28 PM
To: 'Doug Lenvik'
Subject: RE: Revised Permit
Doug,plan is approved.Provide adequate structural bearing at house and information on joist hanger that will support end of 3-2x10
beam with 1,615#of load.Thanks
1D‘."gar
Robert D.Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake,MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Doug Lenvik [mailto:doug@ uglydeck.com]
Sent: Wednesday, May 14, 2014 10:59 AM
To: Bob Hutchins
Subject: Revised Permit
Hi Robert,
This is Doug with All Seasons Building Co. After picking up a Permit# 14.302 we submitted 5/2/2014 the homeowners
would like us to change our footing placement. Attached is a plan with the new footing layout.The size of the deck will
not change only the footing size placement. Please look it over and let us know the new plan is ok. If you have any
questions please email or call me.
Thanks,
Doug Lenvik
Uglydeck.com
12277 Nicollet Ave. S
Burnsville MN 55337
Phone 952-736-3308
Fax 952-808-0488
www.uglvdeck.com
From: Bill Barton [mailto:billb@uglydeck.com]
Sent: Wednesday, May 14, 2014 10:39 AM
To: doug@uglydeck.com
Subject: FW: From Scanner
1
Bill Barton
UglyDeck.com
Phone (952) 736-3308
12277 Nicollet Ave S
Burnsville, MN 55337
www.uglydeck.com
From: magicolor_4690MF [mailto:billb(auglydeck.com]
Sent: Wednesday, May 14, 2014 10:29 AM
To: Bill Barton
Subject: From Scanner
2
EPARTMENT
F
PRIOR LAKE BUILDING A DOINSPECTION
INSPECTION
RECORD
SITE ADDRESS 301 PO/AITFi AA45
TYPE OF WORK DEA.1e.
USE OF BUILDING � rR�IC.
PERMIT NO. l� E
. 3O Z. DATE ISSUED 5. Z. N4"'BUILDER �lS�I �N � PHONE # q5L.73G .3rJ
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTO� ":1 DATE
FOOTING
PLACE NO CONCRETE UNTIL ABOVE AS BEEN SIGNED
I ON%
IFINAL I dot*, ¶44/1
•
FOR ALL INSPECTIONS (952) 447-9850
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