HomeMy WebLinkAbout2006-P10151 - demo PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: P10151
Crystal Bay, Minnesota 55323 Permit Type: Demolition
(952) 249-4600 Date Issued: 8/3/2006
SITE ADDRESS: 1000 Old Long Lake Rd Unit#
Wayzata,MN 55391
PID: 35-118-23-13-0003
DESCRIPTION:
Proposed Use: Residential Census Code 645
Permit Class: Building
Permit Type: Demolition Permit Sub-type(s): Demo-Principal Structure
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
Demo both Principal Structure and Accessory Structure
Foundations/all demo debris to be removed from ground&disposed of off site per PCA regulations. Wells
must be abondoned. Inspection before backfilling.
FEE SUMMARY: Permit Fee: $ 80.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: S 80.50
APPLICANT: Owner/Self OWNER: Jason&Andrea Christensen
MN 1000 Old Crystal Bay Rd S
Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
./ -41PPZ
APPLICANT PERMITEE SIGNATURE
ISSUED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
CITY OF ORONO APPLICATION FOR DEMOLITION PERMIT
P.O. Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
SPECIAL CONDITIONS & HOLD HARMLESS AGREEMENT
General Instructions
1. You may be required to obtain other permits, i.e. well abandonment, etc.
2. Work must not begin unless the permit card is available on the job site.
3. A 24 hour notice is required for all inspections. Call (952) 249-4600.
JOB SITE ADD'' SS: 100 a 0 1 6 Lo e . • = b
Occupancy Type: Residential lI Commercial `
OWNER'S NAME 1i�-S?SA) }R t S1�;A SE tJ Pho�re:3 O 9 Cid ` q
Mailing Address: VOt C'311: , 1.a �.� 0•P17 City: 012._01)b
CONTRACTOR'S NAME: (\sb iJ 621(-A-EP Sf1)Bus.No.:
Mailing Address: \OO4 c t) ey ( Akk. °P City: IJ a
Demolition if planned by means of: manual disassembly
heavy equipment
Permits Issued:
Well Abandonment
In return for issuance of said Demolition Permit, the undersigned owner hereby agrees as follows:
1. The structure(s) shall be kept enclosed and/or secured until such time as demolition is
complete.
2. Demolition debris will be kept off adjoining property and/or the public rights-of-way unless
specific prior approval is obtained in writing for temporary use thereof.
3. Foundations shall be completely removed from the ground.
4. All demolition debris shall be completely disposed of off site in accordance with all
applicable PCA requirements.
5. Water wells must be abandoned in accordance with State Health Department regulations.
6. Sewer and water must be disconnected at the services at the street by qualified contractors.
7. Inspection required when all debris has been removed, before backfilling.
8. Within 5 working days of superstructure removal,a final inspection shall be requested. The
site shall be left clean and clear of all debris,with any excavation filled with earth level with
the adjacent ground elevation (except when such excavation is to be used as part of a new
building and such new building is actually under construction).
9. The undersigned owner shall and hereby does indemnify and hold harmless the City of
Orono, its agents, employees and assigns from and against all claims, damages, losses or
expenses,including attorney fees,against the City,its agents,employees and assigns arising
out of or resulting from the demolition described herein as performed by the property owner,
his employees, agents, subcontractors or assigns.
10. Septic systems must be abandoned per Minnesota Rules Chapter 7080. All septic tanks must
be pumped,crushed and filled with native soils. An inspection is required after the tanks are
pumped and before the tanks are crushed and filled.
PERMIT TYPE AND FEE CALCULATION
$50.00 - Principal Structure
$30.00 -Accessory Structure
1. Subtotal of above permit requested $
2. State Surcharge $ .50
3. TOTAL PERMIT FEE (add lines 1-2 above) $
The undersigned hereby applies to the City of Orono for issuance of a Demolition Permit,agrees to
do all work in strict accordance with the ordinances of the City and the regulations of the State of
Minnesota,and certifies that all statements made on this application are complete,true and correct.
i
APPLICANT'S SIGNATURE: _( R� �. Date: d? d 6
41 i OWNER'S SIGNATURE: Ae , - Date: 07 36 d C,
ripAPPROVED BY: Date: @-Z.—0 (o
a (Building Official)
*ZONING DISCLOSURE REQUIRED? "(YES ❑ NO
* This Must Be Filled Out By Zoning Department - For Either Answer, A Zoning Official Must Sign All
Applications
*APPROVED BY: E T Date: e `1 d
(Zoning Official)
Reset Form
Principal Dwelling Demolition Permit
144A ZONING DISCLOSURE & DECLARATION
• To the property owner:Demolition of the principal dwelling structure on a property may
automatically terminate certain rights which may have accrued to the property by virtue of the continued existence of
that building.
• Rebuilding on a substandard lot of record(i.e.a lot that does not meet the zoning district required lot area or width
• standards) will, with few exceptions, require variance approval by the City Council, and such approval is not
automatic or guaranteed but requires that a hardship be demonstrated.
• Additionally,all current zoning standards will have to be met by the new principal dwelling including setbacks,lot
coverage by structures,hardcover(impervious surface), height limits,etc.
• Where municipal sewer is not available, provision of two (2) sites for a conforming on-site sewage treatment
system is mandatory.
• Unless specifically approved by the City,all accessory structures must be removed at the time of principal dwelling
demolition.This also applies to seasonal and permanent docks,which may not be re-installed until a new principal
dwelling has reached the framing stage.
The following information is presented for the purposes of advising the property owner of the implications of
removal of the principal dwelling on the property:
1. Property Address: 1000 Old Long Lake Road PIN# 35-118-23-13-0003
Required Lot Area (non-wetland) 2 ac Required Lot Width 140'
2. Zoning District: LR-1A Actual Lot Area About Actual Lot Width About
2 ac. 231'
Lot area variance is is no required if lot is two acres after deducting road right of way and wetlands(if any).
Lot width variance is is no required.
3. Required Setbacks: Front 50 Rear 50 Side 30 Side Street 50
Average Lakeshore Setback: must be me 4.is not applicable
4. Lot Coverage by Structures: limited to 15%of lot area/ s 'es not apply(lot area>2 acres)
5. Hardcover limitation.• are applicable/ :re not applicable. 0-75'zone= 0%allowed
75-250'zone=25%allowed 250-500'zone=30%allowed 500-1000'zone=35%allowed
6.✓ Municipal sewer is available. Municipal sewer is not available;on-site system testing and design must be
provided confirming that two conforming drainfield sites are available.
7. ✓ Wetland(s)present on adjacent property and possibly on this property. Wetland is classified as"Preserve". A 50'
buffer from the edge of wetland and a 20' structure setback from the buffer is required. **Talk to Planning Department
Staff for additional requirements.
The undersigned property owner hereby acknowledges receipt of the above information. Staff Initials
32.h/c6.
Jason A Christensen, Property Owner Date
Form ZDD—Revised 5-23-05 (Original: Street File; Copy: Property Owner)
Aug.15. 2007 10:07AM • No.7274 P . 1/5
FJ:E31); Arrow Building Center- Stillwater
Division of Consolidated Lumber Co.
2000 W.Tower Drive
Stillwater,MN 55082
651-439-3518(Phone)
651-439-2720(Fax)
FAX TRANSMITTAL
DATE ?-IS-o' NO.OF PAGES TOTAL: c
TO: $1/•49Rn� . �090 .I)0L
FROM: Patrick Zahler
Cell#: 651-208-3589
pzahiereabc-cic,com
*******, ***************************('*�************************
1)..U/k cc4A 11 On --i--4)16 .
"Dependability from the Ground Up!"
AUG 15,2007 10:O1A page 1
Aug. 15. 2007 10:07AMR44v, ' I cm 0+•0 1.04)6 Lac, jNoo..7274 P. 2/5
t
Floor Joistl 2000 International Building Code(97 NDS)1 Ver:6.00.81
By:.,Arrow Building Center on:04-10-2007:4:4320 PM
Prolect: -Location:
Summary:
(2) 1.5 IN x 9.25 IN x 12.0 FT rid 12 O.C./#2-Southern Pine-Wet Use
Section Adequate By: 18.2% Controlling Factor:Moment of Inertia/Depth Required 8.75 In
*Properly connect sheathing to double joists/rafters or fully laminate to transfer diaphragm forces.
Center Span Deflections:
Dead Load: DLD-Center= 0.09 IN
Live Load: LLD-Center= 0.11 IN=U1256
Total Load: TLD-Center= 0.20 IN 1:11709
Center Span Left End Reactions(Support A):
Live Load: LL-Rxn-A= 420 LB
Dead Load: DL-Rxn-A= 324 LB
Total Load: TL-Rxn-A= 744 LB ~----
Bearing Length Required(Beam only,support capacity not checked): BL-A= 0,66 IN
Center Span Right End Reactions(Support B):
Live Load: LL-Rxn-B= 420 LB
Dead Load: DL-Rxn-B= 324 LB
Total Load: TL-Rxn-B= 744 LB ._---
Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.66 IN
Joist Date:
Center Span Length: L2= 12.0 FT
Floor sheathing applied to top of joists-top of joists fully braced.
Live Load Duration Factor. Cd= '1.00
Live Load Deflect.Criteria: U 720
Total Load Deflect.Criteria: Li 800
Center Span Loading:
Uniform Floor Loading:
Live Load: LL-2= 70.0 PSF
Dead Load: DL-2= 54.0 PSF 411.-
Total Load: TL-2= 124.0 PSF
Total Load Adlusted for Joist Spacing: wT-2= 124 PLF
Properties For:#2-Southern Pine
Bending Stress: Fb= 1050 PSI
Shear Stress: Fyn 90 PSI
Modulus of Elasticity: E= 1600000 PSI
Stress Perpendicular to Caraln: Fc-perp= 565 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1208 PSI
Adjustment Factors:Cd=1.00 Cf=1.00 Cr=1.15
FV: Fv'a 87 PSI
Adjustment Factors:Cd=1.00 Cm=0.97
E': E'= 1440000 PSI
Adlustment Factors: Cm=0.90
Fc'-perp: Fc'-perp= 379 PSI
Adlustment Factors: Cm=0.87
Design Requirements:
Controlling Moment: M= 2232 FT-LB
8.0 Ft from left support of span 2(Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2
Controlling Shear. V= 655 LB
At a distance d from left support of span 2(Center Span)
Critical shear created by combining all dead loads and live loads on spans)2
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 22.18 N3
42.78 N3
Area(Shear): Areq= 11.25 N2
A= 27.75 N2
Moment of inertia(Deflection): Ireq= 167.37 N4
1= 197.86 N4
AUG 15,2007 10:O1A page 2
Aug. 15. 2007 '10:07AMM.� . AIL
/000 No•7274 , P. 3/5
S'44-rek -1*k** P-LitAe -W--iatil'
Uniformly Loaded Floor-Bean:11 2000 International Building Code(97 NOS)J Ver:6.00.81
By: ,Arrow Building Center on:04.06-2007:1:53:54 PM
Project: -Location:
Summary:
6.75 IN x 18.5 IN x 16.0 FT /26F-V4-Visually Graded Southern Pine-Wet Use
Section Adequate By:12.6% Controlling Factor:Moment of Inertia/Depth Required 15.86 In
Deflections:
Dead Load: DLO= 0.13 IN
Live Load: LLD= 0.15 IN=L/1240
Total Load: TLD= 0.28 IN =L/675
Reactions(Each End):
Live Load: LL-Rxn= 3360 LB
Dead Load: DL-Rxn= 2809 LB
Total Load: TL-Rxn= 6169 LB
Bearing Length Required(Beam only,support capacity not checked): BL= 2.33 IN
Camber Regd.: Cu 0.19 IN
Beam Data:
Span: L= 16.0 FT
Unbraced Length-Top of Beam: Lu= 0.0 FT
Live Load Deflect.Criteria: L/ 720
Total Load Deflect.Criteria: L/ 600
Camber Adjustment Factor: CAF= 1.5 X OLD
Floor Loading:
Floor Live Load-Side One: LL1= 70.0 PSF
Floor Dead Load-Side One: DL1= 54.0 PSF
Tributary Width-Side One: TW1= 6.0 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 12.0 PSF
Tributary Width-Side Two: TW2= 0.0 FT
Live Load Duration Factor: Cd= 1.00
Wall Load: WALL= 0 PLF
Beam Loading:
Beam Total Live Load: wL= 420 PLF
Beam Self Weight: BSW= 27 PLF
Beam Total Dead Load: wD= 351 PLF
Total Maximum Load: wT= 771 PLF
Properties For:26F-V4-Visually Graded Southern Pine •
Bending Stress: Fb= 2600 PS
Shear Stress: Fv= 240 PS
Modulus of Elasticity: Ex= 1900000 PS
EY= 1800000 PS
Stress Perpendicular to Grain: Fc perp 740 PS
Bending Stress of Comp. Face In Tension: Fb cpr= 2800 PS
Adjusted Properties
Fb'(Tension): Fb'= 2047 PS
Adjustment Factors:Cd=1.00 Cm=0.80 Cv=0.98
Fv': FV= 210 PS
Adjustment Factors:Cd=1.00 Cm=0.88
Ex': Ex'= 1582700 PS
Ey': Ey= 1499400 PS
Adlustment Factors: Cm=0.83
Fc'_pem: Fc'_perp= 392 PS
Adjustment Factors: Cm=0.53
Design Requirements:
Controlling Moment: M= 24674 FT-LB
8.0 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear: V= 5182 LB
At a distance d from support.
Critical shear crested by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Srea= 144.68 IN3
S= 306.28 1N3
Area(Sheer): Area= 37.01 IN2
• A= 111.38 1N2
Moment of Inertia(Deflection): Ireq= 2244.60 IN4
I= 2528.82 IN4
AUG 15,2007 10:O1A page 3
Aug• 15. 2007U10:O7A o•7274""P. 4/5
The JUS hanger series offers double shear nailing.USP's patented dimple
allows for 30° to 45° nailing through the Joist Into the header resulting in
thigher loads and less nailing. Slant nailing also eliminates the need for
shorter joist nails In 2x applications.
Materials: 18 gauge
Finish: G90 galvanizing
Options: JUS24, JUS26,JUS26-2, JUS28,JUS2B-2, 'Typical JUS48
JUS210, JUS210.2, JUS214-2,JUS44, JUS46, installation
JUS48,JUS410,JUS414, JUS28-3, & JUS210-3
are available in Triple Zinc.To order,add TZ to stock ,A
number, as In JUS24-TZ. JUS24, JUS26, JUS26-2,
JUS28, JUS210, and JUS210.2 are available in
. Stainless Steel.To order, add SS to stock number,
as in JUS26-S3. Patented dimple
Codes: SBCCI, BOCA NER 808, ICBG 2039, suova 30°to 4e•WineH
L.A. City RR 25327, FL571, FL821,
Dade County, FL 01-0417.11 —JUS (2) 2x,3x, &
4x models except; JUS214-2,JUS414, &JUS214-3 w " - p
Dade County, FL 01-0327.04—JUS 2x models JUS26
Patents: #5,217,317
e®.a•installation:
•Use all specified fasteners. See General Notes, page 14.
•Joist nails must be driven at a 30°to 45°angle through the joist
or truss into the header to achieve listed loads.
• 18d sinkers (9 gauge x 31/4")may be used where 10d commons double sheer nail de5en _. Uses standard
are specified with no load reduction. faiturso fewer nolle and '"math nada
faster Installation
See ANSIRPI section for trues chord applications page 200
+�' tomsnsions futow ie,Mduk'&4. Allowable Loads(Lbs.)
U8P SteelFloorr Roof Upttfts•
Joist Sias brook No. Ref.No, Gauge W M : :D . .A: . hada: Joist 100% 111% 126% 133% 180%
2 x 4 JUS24 LUS24 18 14 /16 3.118 1.314 1 0)100 , 12)104 V eel 780 815 510 510 J4.
2x 6.8 JUS2B LU928 18 14/16 4.18116 1.114 1 (4)106 (4)104 166 876 1080 1116 1115 cG. S�
2 x 8.10 JU828 LU828. 18 1.9/18 8.518 1-3/4 1 (8)104 (4)104 1075 1240 1345 1115 "
2 x 10.12 1119210 , LU8210 18 1.8118 7.3/4 _ 1.3)4 1 (8)104 (4)104 1306 1500 1830 1115 �I.
(2)234 JU824.2 LU824.2 .18 ' 3-1/5 3-7/18 2 1 :.,14)154 (Wed . 160 000 325 325
(2) r
1 x 8:8 JUts28.2 :. 'LUS20.2. 18 X149 -5
�• . 4 2 ..;..f ':.18).164::'. (4)184 1020: 11 0 220 1361 1366
(2)2 x 0.10 JUS LU9284 18 3.1/tl 1.118. 2 , 1 (8):164. : (4 184. 1290 1816. 1366. 1365
2 2 x 10.12.14 111 .2 1(8
9210 U82104 18' 3 ' ,8.15 2.. ..1 .' 818d. .'... • ;164 1800 0 2250 .1650 1950
(2)2 x 12.14 ' ' - -- 18 3.118 11.118 2. ;1. ...(1t14d`: ' (6)tad. 2386 2685 1860', Iwo
(2}p14-16 J 4.2 LU8214.2 18 3.116 13.141 . 2 1. 112)184 (8)184: 2360 2700 2935 1980 1980
4 x 4 JU844 LUS44 18 3.813 3.114 2 1 (41184 (2)184 783 900 , 985 , 325 325
4x 8-3 JUS48 LU848 18 3.818 6 2 1 (4)184 (4)16d 1020 1170 1220 1368 1355
4 x 8.10 JU648 LUS48 18 3-5/8 8-7/8 2 1 (8)16d , (4)184 1290 1486 1615 1355 1355
4110-12 JU8410 LUS410 1e 3.518 8.718 2 1 (8)184 (6)184 1800_2070 2290 1880 1980
4 x 12.14 ""JU5412 -- 18 3.818 10.718 2 1 (10)104 (8)184 2079 2365 2505 1980 1980T
4'x 14.18 JUS414 LUS414 18 3-518 12.710 2 1 (12)184 (8)184 2360 2700 2931 1080 1080
(3)2 a 4 JU8244 --- 18 .- 4.616 2.914 . 2..: .. 1 _::'f4)1ed J2)184 . 785 900 966 323 329
(3)230-8 JUS284 LU826.118 , 4.514 : 4.112 • •.2'• 1 (411e4• (4)164 .1020 1170 1220 1358 1366
02 x 8.10 JUS284LU828.3 r 18 4•6l6.. 8418 2 1, . i8)164 • (4)184 1250 1488 fill 1358 1355
(3)2 810.12.14 r JU8210.3 LU8210.2 18 ' 4.818 5-318 : ,3. '. 1. (8)164 :• (5)184 .. 1880 2070 2240 1980., 1980 2
(3)2 x 12.14 I Jusalaa 1 -- . 1 •in 1 14-5,a i 1140 . 44 1 it.i41 1G� (;)1C1 ..... ,^,..,..•. :C.0 •1030 cern .••_
(3)2 x 14.16 .11)1214-S .1 --- 1 18 .4 18 [ (2:318::... ::1 'l 1 .` (,2)164 . (81 184 -1 2950 2700' 2136 196) 11960
1)184 sinkers(9 gauge x 3-1)4"lone)may be used where 104 commons era eosclead with no reduction In bad.
11)
Where 16d commone ere specified,18 sinkers(9 gauge x 3.114"long)may be used at 0.84 of the tebie bad.
LA
2)Nails must be driven ata 30',to 46'angle through lie Joist or Mos into me header to achieve Ihs table loads.
r•iP3)upim toads taw bean Increased 33.113%or 50%for wind or aestmo bIncrease shall be oemlltt d.
t 4)Minimum neo embedment shag be 1.112",for 104 nail'and 1.611"for 164 nails.
- New products or updated product Information ars dsslgneted In red.
1'N' P
tvww USPcorinf1cIoFs.€onI
Comic(to:% e-mail: ii to(c+'USPconnectors.corn
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et
AUG 15,2007 10:02A page 4
Aug. 15. 2007;110:0 8 AM LJitx r astcner8-*Lae 1nau8UY'S l ougacat screws No.7274 1P. 5/5)1 2
IGRKFASIE NERS om
IhrrGrade
. Technical .Data
CRY. C,..I. ...... .lIU-,....,.a.I..; SIR r nt...l 4...A: 5‘.',.t-,. bat', of. . .m n.4nr.e.4 I` In.donend„n*I„
random sampled and quality controlled to the highest standards.
Accreditations for Independent test laboratories include:
ICC, CNLA,TUV, 0, ISO, DAR.
Tests conducted in Douglas Fir specific gravity 0.5. ‘.....44_
1M tM -
Pull Out Teat Results for RSS Structural Shear Strength Results for RSS
Screws Structural Screws
Size Sidegrain: Endgrain: Size. . Shear values
5/16x 2"1/2 1740 lbs 1223 lbs 5/16 x 2"1/2 829 lbs
5/16 x 3"1/8 2054 lbs 2321 lbs 5/16 x 3"1/8 847 lbs czg.
5/16 x 4" 2644 lbs . 2565 lbs 5/16 x 4" 1328 lbs ' ox
5/16 x 5"1/8: 2745 lbs 2829 lbs 5/16 x 5"1/8 ,13,.1,. 11,3s...._
5/16 x 6" 3619 lbs 3522 lbs 5/16 x 6" 1335 lbs
3/8 x 7"4/4 3962 lbs 3920 lbs . 3/8 x 7"1/4 1282 lbs
3/8 x 8" 4364 lbs 46611bs 3/8 x 8" 1386 lbs
3/8 x 10" 4840 lbs 5104 lbs 3/8 x 10" 1504 lbs
3/8 x 12” 5258 lbs 5044 lbs 3/8 x 12" 1900 lbs
3/8 x 14"1/8 5306 lbs 5172 lbs 3/8 x 14"1/8 • 1958 lbs
3/8 x 16" 5990 lbs 5753 lbs 3/8 x'16" 2065 lbs
Head Pull Through Test Results for RSS'M Shear Test Result for R4TM" Multipurpose
Structural Screws. .Screws
5/18"screws avg. 825 lbs Avg. Ultimate Load Wood Failure
Shaft Diameter 0.198" Diameter
(lbs) Rate
Head Diameter 0,616" #4 139. 50%
3/8" screws avg. 889 lbs . #6 301 70%
Shaft Diameter 0.220" #8 361 30%
Head Diameter 0.711" #9 452 65%
#10 • 687 75%
#12 • -720 • 75%
Minimum Tensile Strength Minimum Bending Angle
GRK Spec: 139,000 PSI • GRK Spec: 35°
Code Spec: • 45,000 PSI Code.Spec: • 15°
http://www,grkfasteners,com/en/technical_data_RSS,htm 8/15/2007
AUG 15,2007 10:02A page 5
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DATEC'fl TIME
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CITY F ORONO CALLED IN
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INSPECTIO I' TI� I SCHEDULED llr^ q -o0
PERMIT NOV COMPLETED
ADDRESS 100/3 OLD ( 1V Rr
OWNER CONTR. i--IY1C -fl- 1r
TELEPHONE NO. V ' •-- — .1 1
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DESCRIPTIONV`irrc-1C�--- on ZSI
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
• 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
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LU09 PLUMBING RI 23 SEP 1 INAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU: YES_NO
2 COMMENTS: A 1.0j3 �`QX tOCrrO
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CZ ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY
Q BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnedContractor on ite:
Inspector.
White Copy/Inspector's File Canary CopylSite Notice
k....3.'
OR
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CITY OF ORONO CALLED IN ''1(0.Ob
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OWNER CONTRJ C or C Irl•-en&-P V\
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-- DESCRIPTION g I'Z Ck I 7 'Y n
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cr LL. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
Q-O+ZDEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNERICONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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LEl WORK SATISFACTORY:PROCEED "\PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ElIS UE CERTIFICATE OF OCCUPANCY
O IDCORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site: C^
Inspector. W �r/ ?J
T,'✓
White Copy/Inspector's File Canary Copy/Site Notice