HomeMy WebLinkAbout2016-00622 - interior remodel CITY OF ORONO * Z 0 1 6 - 0 0 6 Z 2 *
2750 KELLEY PARKWAY DATE ISSUED: 06/2U2016
� ORONO, MN 55356-
t=,
� (952) 249-4600 FAX: (952) 249-4616
ADDRESS : 1360 RAILROAD AVE
PIN : 10-117-23-31-0007
LEGAL DESC : LJNPLATTED 10 117 23
: LOT 000 BLOCK 000
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 76,000.00
NOTE: SEPARATE PERMITS REQUIRED: PLUMB[NG,MECHANICAL,FIREPLACE,ELECTRICAL(STATE)
INTERIOR REMODEL
APPLICANT PERMIT FEE SCHEDULE 920.80
STATE SURCHARGE(VALUATION) 38.00
LEMMERMAN CONST. INC. TOTAL 958.80
9037 CTY. RD 17 SE Payment(s)
DELANO, MN 55328 CREDIT CARD 9952 958.80
(763)972-3003
Minnesota State License#: BUIL-4854
OWNER
TWELVES, STEVE&SALLY
1360 RAILROAD AVE
WAYZATA,MN 55391-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assu � all required inspections are
requested in conformance with e State Building Code.This permit may be
revoked at any time for due c se.
J%���` ...� _' ��� -- � �
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A lica t Permitee Sig ure Date Issued By Signature Date
i
City of Orono � 9 � �- ��
Building Permit Application for Maintenance / Replacement / Remodel — Residential ONLY
(i.e. windows, doors, siding, re-roof, etc. — NO STRUCTURAL EXPANSION)
��� Mailing Address: Permit number: U/��,� U ��
O PO Box 66
Crystal Bay, MN 55323-0066 Date received: —f —� (�
Street Address: _,__. _Received by�
y�, G� 2750 Kelley Parkway �aU�I�--C ��-�viewfee: � � Di 5 �
tqKFSHo�`�` Orono, MN 55356 �„��-�(�� `�O/ � _�� �,� ,
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us - - ----
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: � 3�C� �µ� �'��~� �J�- • ��� ���� M`� 55 ?>� )
Will this be a Parade of Homes, Remodelers Showcase Home or oth r Display Home? Yes No
If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shutt/e bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: L z:v�vn�Ymn�� (`��S��Kc,-�-+'F3v� �S. r�C •
State License# �j�, 00� Expiration Date: 3► r�At� ` �
Lead Certification Number: � RT - �2(p�1�F — � Expiration Date: �1 �'�`t�lE 1'7
(for work on homes that were constructed prior to 1978
Phone: (ce►I) �(�3 -- 22� - 23�C�? (office) 1�/��
Mailing Address 9(�;' -'0 (',G'• fz . 17 S � City: ��aho ZIP: �53'�8
Contact Person: "�p-� L�w,„,-•Q�r-mo�•� Applicant is: Contractor / Homeowner (Circle One)
Email and/or Fax: L�W��G�i� � �C � Y"� �'� r• L��
PROPERTY OWNER INFORMATIQ N: (
Name: ��V�� C�(.1 �c�.�� HCJ1Yp.S
Phone (day): 7(�3 - j fc L - ��3
Address: � U . �L X 4(�1 S City: � �°v���.,,� ZIP: � ��'4'�0
Email and/or Fax: W �t, v�SS �- � cL.c� • C�°'�
PROJECT INFORMATION: Overall project description:
Type of Project: Any earth movement may also require
� Door(s) �( Remodel ❑ Fire Damage MCWD review&permits:
Minnehaha Creek Watershed District MCWD
❑ Re-roof,asphalt �Repair ❑ Storm Damage 15320 Minnetonka Blvd ( )
❑ Re-roof,cedar ❑ Restoration ❑Water Damage Minnetonka, MN 55345
❑ Re-roof,other(specify) ❑ Siding ❑ Other: (specify) Phone: 952-471-0590
Fax: 952-471-0682
$�Window(s) www.minnehahacreek.orq
Estimated Construction Valuation of Project(excluding land) $ � '
APPLICANT ACKNOWLEDGEMENT:
. Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually u ate our records and records of other governmental agencies required by law. If
ou refuse to su I the information,the a li ' n ma not be issued.
ApplicanYs Signature: bf� Date: �t�V� ��O
Owner's Signature: ' ��`� Date: �S 1 � /�
Last Updated:January 2016 C/�' /„�// //_
cs� 6�.� < <p
PLAN REVIEW CHECKLIST FOR ��c`"LcT""^T� �RF / [1n ,� ��+�.s�
Address: ��(���(�In(���_ �'(��- Permit No.: 2�1�'��(pz�
De��rip4-ion of work: �1 1�� �-Q,{�L�� Date Rec'd:
Septic review by: ��t,l/G!/' �Y �e G Date Approved:
Zoning review by: —..._------ Date Approved: ""—"`
Building review by: Date Approved: `� l0
Grading review by: —�--- Date Approved:^
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot Coverage: SF %
Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?):
Landscape plan submitted? ❑ Yes ❑ No Landscaper:
Proposed Setbacks:
Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Defined Height: Pe k Height: FFE: F E minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50% = L.F. below grade
Basement? � Yes � No, Stories
FOR A BUILDING WITH A BASEMENT OR C AWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The dista ce between the lowest pr9 osed Slab at or above grade—
START W ITH floor(of t e basement or crawl sp Ee)and measure from hiahest existinq
the highe t point of the roof. START WITH rq ade to the highest point of the
roof even if fill was brought in to
If you hav a... elevate home.
SUBTRACTION • GAB E OR HIPP ROOF(no Slab below grade—measure
(BASED ON wind ws): Sub ct half the distance from highest existing grade to the
ROOF TYPE) betw n the ' hest point of the roof hi hest oint of the roof.
to the ow p t of the corresponding If you have a...
gable r hi ped roof SUBTRACTION ' GABLE OR HIPPED ROOF
GABL R HIPPED ROOF(with (BASED ON (no windows): Subtract half
• windo ): Subtract half the distance ROOF TYpE) the distance between the
betw the top of the highest highest point of the roof to
win w and the highest point of the the low point of the
�o corresponding gable or
hipped roof
• L OT ER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
ansard etc):No subtraction. (with windows): Subtract
SUBTRACTION Su ract the di ance between the half the distance between
(BASED ON b emenUcrawl pace floor and the the top of the highest
EXISTING ghest existing rade adjacent to the window and the highest
GRADES) oundation OR 1 feet(whichever is less). point of the roof
• ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building eight subtraction.
Defined building height
� E�UALS
�
�\
Updated: October 2015 �
z:\forms\plan review checklist 10-2015.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
M et?
Permit Number: � Yes 0 No 0 N/A � Yes 0
0 Yes � No No _
� N/A–see attached Setback� '
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
� Yes 0 No � Yes � No
1 2 3 4 5 Type(s): Type(s):
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge �/�'
Investigation Fee �
SAC–Number of SAC Units
Other(specify) 1/—
Square Foota e $ per Square Foota e
Basement X = $
15t Floor X = $
2nd Floo►' X = $
Garage X = $
Estimated Construction Value: $ 7(�R ()���
Orono Inspections Required Work Requiring Separate Permits
�Footing � Site Plumbing � Grading/Filling
� Poured Wall 0 Silt Fence/Erosion Control ,�L Mechanical � Fire
❑ Foundation Survey � Hardcover Removal �❑ Septic 0 Water Connection
0 Foundation Waterproofing � Other(specify) ireplace ❑ Sewer Connection
Framing � Masonry 0 Lawn Irrigation
Insulation ❑ Mfg. ❑ Landscaping
❑ As-Built Survey 0 Other(specify)
�Final
❑ Lathe Required State Permits
� Other(specify)
❑ Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
❑ See Builder Acknowledgement Form
� Prior to release of escrow mo ey an as-built survey and hardcover calculations must be submitted and approved.
!�/ !� �`Z
Updated: October 2015
�•\fnrmc\nlan rcvio�ei rharklicT 9(1_9f1'15 rinrv
� i
� ' .
Paumen �t Associates, Inc.
' Structural Engineers
. 929 12�' St E., Suite 1 Glencoe, MN 55336 �
Phone: (320) 864-5642 FAX: (320) 864-5672
www.paumenassociates.com
July 2�, 2016
Steve & Sally Twelves
1360 Railroad Ave
Wayzata, MN55391
RE: Roof System Modification
1360 Railroad Ave
Wayzata, MN
Deaz Mx. & Mrs. Twelves:
As requested, I visited the residence identified above on July 21, 2016, and examined the
roof system in the original portion of the house which spans 24'-0".
Our design follows the requirements of the 2015 Minnesota State Building Code. This
includes a roof snow load of 35 psf and a total dead load of 17 psf.
The existing interior bearing wall is to be removed for the current remodel in the new
kitchen, dining, and family room space (approximately 30') and raise the ceiling 8".
Enclosed on pages 2 to 4 of 4 of this report is the required modification far the hand
framed roof. T'he existing rafters are 2x6 at 16" o.c. and are to remain. The existing 2x6
ceiling joist appears to be full span and therefore should be reused as shown on the
enclosed details. If it is discovered during the construction that the existing ceiling joists
are not full span then I should be contacted immediately to make any modification to this
design.
Our involvement in the design of this structure is limited to the individual members
addressed and specified in this report. All other engineering and design remains the
responsibility of others.
If you require any further information please contact me.
Sincerely,
Paumen & Assoeiates, Ine. I hereb}• certif�- that this plan, specification, or
reporr «•as prepared b�� me or under my direct
� super�ision and that I am a dulc Liccnsed
�� Professional Engineer under the la�vs of the State
�
of\finnesota.
J�seph M. Paumen, P.E. , ose h ri.Paumen
Project Engineer ���
Enc. —
,
Date � � License\o. 42342
�
CEILING JOIST SUPPORT, SEE SHEET 4. NEW 1 4" X 7 4" LVL RAFTER
TO BE CUT TO BEAR AS
NEW 1 q�� X 7 q" 1.9E LVL REQUIRED BY IRC.
(BACK FACE OF SECTION)
EXISTING 2X6 RAFTER TO REMAIN
(FRONT FACE OF SECTION).
NEW 2X4 RIDGE BOARD DIRECTLY
NEW LVL RA�ER TO UNDER EXISTING 2Xb.
BEAR A MINIMUM OF 2 4„ ,%, �';/;�;%;:�
�
3'-0"
SPLICE LOCATION. CEILING
TIE ONLY TO BE SPLICED
REUSE EXISTING CEILING EVERY OTHER JOIST. SEE
5g ± 8 JOIST AT NEW LOCATION. SHEET 4.
NOTE: SEE SHEEi' 5 FOR
RAFTER TO CEILING JOIST
CONNECTION.
EXISTING 2X4
WALL TO REMAIN -
�
A SECTION
S3 3J8"= 1'-0„
I hereby certrfy that this pian,speci6cation,or report was ows ev
Paumen &Associates, ��1C. STEVE & SALLY TWELVES preparedbymeorundermyaireasuperviswnandmati �MP
STRUCTURAL ENGINEERS am a dury Licensed Professional Engmeer under the ,oe.
929 72th St E,Suite t 1360 RAI LROAD AVE iaws ot the state ot Minnesota �6-��O
Glencoe,MN 55336 Joseph P en
WAYZATA, MINNESOTA /� OATE
Phone:(320)864-5642 c � 6-28-16
Fax (320)864-5672 Signature y��'� ;�FFT
www paumenassociates.com Date __� �L�cense Number 42J42 3 OF 5
SPLICE TO BE DIRECTLY
BELOW RIDGE BOARD.
/ i'; j i �j j � -
��// i/,
EX�STING 2X6 RAFTER N E W 1 4" X 7 4" L V L R A F T E R /�� �' ' �
24"X 5 �' X t6" APA OSB EACH 2X6 CEILING
(1) NEW SIMPSON SDS —
�%� 'I� FACE, FASTEN EACH WITH JOIST.
4"0 X 5" SCREW. �` i�� (10) 2" X 0.113" NAILS INTO
2X6 CEILING JOIST (20) NAILS
FOR EACH PIECE OF OSB.
NEW 2X4 CEILING TIE, SEE SIDE VIEW
SECTION FOR LOCATIONS
" NEW 6" X 12" X 16" OSB 24" X 5 z" X t6"APA OSB EACH FACE,
APA SHEATHING EACH FASTEN EACH WITH (10) 2" X 0.113"
� FACE, FASTEN EACH W/ NAILS INTO 2X6 CEILING JOIST (20)
� (5) 2" X 0.113" NAILS NAILS FOR EACH PIECE OF OSB.
INTO 2X6 �t 2X4.
EXISTING 2X6 CEILING
JOIST AT NEW LOCATION
NO SUBSTITUTES FOR SPLICE TO BE DIRECTLY 2X6 CEILING
SIMPSON SDS SCREW BELOW RIDGE BOARD. JOIST.
TOP VIEW
a CEILING TIE B CEILING JOIST SPLICE
S4 �,. _ 1�-0" S4 �„ _ ��-o,.
I hereby certRy that this plan,specdicatron,or report was ��Er
Paumen 8� Associates, �nC. STEVE & SALLY TWELVES P�eparetlbymeorundermydirectsupervisionandthatl JMP
STRUCTURAL ENGINEERS am a dury��censed Protessional Engineer under che ��e N
1360 RAI LROAD AVE iaws of the state ot Minnesota �6-��O
929 12th St E,Suite i Jose .P men
Glencce,MN 55336 WAYZATA, MINNESOTA �aTE
Phone:(320)864-5642 s,g�a,�,fe u.t,� 6-28-16
Fax.(320)864-5672 ;;"E`-'
www.paumenassociates.com ca�e � 1� I� License Number 42�.2 4 OF 5
EXISTING 2Xb RAF-fER NEW 1 4" X 7 4" 1.9E LVL BEHIND
1
52" 11
•—�v
r��{LLLVVV. � _.
• T �
__� ' � _� _
���
RELOCATED 2X6 CEILING TIE
52„ 2$„
SIDE VIEW
RELOCATED 2X6 CEILING TIE
NO SUBSTITUTES FOR
SIMPSON SDS SCREW EXISTING 2X6 RAFTER NEW 1 4" X 7 '-a" LVL RAFTER
(4) NEW SIMPSON SDS —
�,'-"0 X 5" SCREW.
END VIEW
a RAFTER - CEILING JOIST CONNECTION
s5 ,� = ,�-o.,
Paumen � Associates �nC. Iherebycertdythatlhisplan,specfication,orreportwas o�d�
' STEVE & SALLY TWELVES preparea by me or under my tlirea supernsion and that I �Mp
STRUCTURAL ENGINEERS am a duly�icensed Protessionai Engineerunderthe �od�
s29,z�h st e.s��te, 1360 RAI LROAD AVE �aws ot tne state ot tiimnesota �6-��O
Jose h M. P en
Glencoe,MN 55336 WAYZATA, M I N N E SOTA °"'E
Phone:(320)864-5642 � ,� �,j 6-28-16
Fax.(320)864-5672 S�gnatur sHEFr
www.paumenassoc�ates com ^j��___��cense n��be� e2sas 5 OF 5
^uate
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. �'j`�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED _°'�7�'"�'
PERMIT NO.��c=ilc" �G'ZZ COMPLETED
ADDRESS ( � �' �-\ �C�i�!'��%� � 1�'U'�
OWNER TELEPHONE NO. ��� �-���.3�Ci
CONTRACTOR - �-- C�VY]YVl �F''/1�C'i��
� DESCRIPTION ���-U�'� ( ��-1-- �'��' `�-' '
ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q�RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
r ❑ AS BUILT-SURVEY ❑ S�WER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE PTIC INSTALL
2 OWNER/CONTRACTOR TO MEET YOUt YES_NO
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W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
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�4
O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑�NSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 x � ion 24 hours in advance. (g52) 249-46��
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Inspector. �---
White Copyllnspector's File Cenary CopyfSite Notiee
� -7 ��-
� TIME
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INSPECTION NOTICE SCHEDULED 7—l4—/(v '
PERMIT NO. �l •�_Z� OMPLETED
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Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICA�RI ❑ SITE INSPECTION
_ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� J�;�[VSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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_
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❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Call Mrthe next inspection 24 hours in advanoe. (952) 249-4600
OwneNCor*traator on site:
Inspe�tor: / �
White CopyAnspector's File Canary CopylSite Notke
DATE TIME
CIT1(OF ORONO cnLLED IN
- -- e
INSPECTION N TIC EDULED 1•l '�1��e _��
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�. DESCRIPTION
t~N ,`�FOOTING ❑ DEMO-FI ❑ SEP INAL
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WO00 BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
�U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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INSPECTOR WFLI RETURN
O STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (g52) 249-4600
OwneNCoMracbr on site:
Inspector: �F //1 �
White CopyAnspector's File Canary CopylSite Notk:e
� ��.
DATE TIME
CITY OF ORONO CALLED IN �__���
INSPECTION NOTICE SCHEDULED �=�5-/� �
PERMIT NO.�Ol�+�1/�PLETED
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Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z �❑,LR_ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q �AMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
� ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
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Ca11 for the next inspection 2a hours in advance. (952) 249-4600
OwnerlContractor on site:
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DATE TIME y
CITY OF ORONO CALLED IN
INSPECTION NOTICE/� / SCHEDULED _ Q - �
PERMIT NO.��I�vO`�� OMPLETED
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OWNER TELEPHONE NO ' �' 3 D
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l~y ❑ FOOTING ❑ -FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q f�EJNAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
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Cal1 for the next inspecti a hours in advance. (952) 249-4600
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