Permits - Permit# SP-2019-00017 - 2401 Black Lake Road - 1/1/2019..rvr. • —v v.— Ry V LVIJ
CITY OF SPRING PARK PAGE 1
BUILDING PERMIT
4349 Warren Avenue
5? - 2019 -00013-
Spring Park, MN 55384 ❑HandoutGlven
Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given
Routed to MNSPECT
SITE ADDRESS:-* P 1 O; /..: i1Li ;�-(�I K.P `1 PID: I �� 17:XVt '> I �S
1) Was the home constructed before 1978? (YES ri, Continue with line 2, NOAconbnue without completing EPA Sermon)
2) Will the work disturb 2:6 sq ft of interior painted surfaces or 220 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NO a line 3)
0
3) Are there any windows being replaced? (YES ❑, go to line 4, NO o continue without completing EPA Section)
4) Has this home been Certified Lead Free? (YES ❑, you MUST Attach Certification Information, NO ❑ complete line 5)
5) EPA Contractor Certification Number. MAT - (applies to contractor only)
PROPERTY OWYIER: t. ,, �,- ' )l;'yfr,r Ac` E6im Address: - '1
_': n rr 7 fi c { i• State: Zi : • Emai I:z,
.2-�
ContactlVama'�'�✓rr� �' r_`•br. Phone:
0
CONTRACTOR Address:
State: zip: Phone: Fax: -7,
Contractor License No: Contact Name: 1I?IIn e
Email: 1\
ARCHITECT: Address. "1
State: Zip: Phone::
Email: Contact Name:Wione:
TYPE OF WORK: ❑ New Construction eCl, v Re -Roof
r Commercial Residential ,3 Change of Use a Pool ❑Reside
EST. VALUATION OF WORK ❑ Finish Basement �wf�taini g I ci Fence
$ i C11. 7 :3Remodel Dispatch ❑Shed
Square feel: oAddition ❑ piolition o Window/Door Replacement
+
f 0 ❑ Garage-AttachedlDetach :;al 'lumbiI ro ide detail on Pa90 z # being replaced
�
_
Detailed l scription of Work. ❑ Acce s ry.l. i ictuuf6 . Mechanicalprovide detad on Pace z Misc Other
'w� % C* it .�l'�i'1'. - ',Crl�J Tr_1`�. - - C
Sk natura of this application by the mgal property owneronP.tensai l ltNactor, as the oho:iefa represents%m. Is requkad and aulrwrb*s the Admlydvtrator or tl ial
or dhmlanesto enter upon the property llo perform needed ii ctlona. Entry may be Wi ad prior notice, l ackrwtN eel�ee and the kDn is true
}hereby �s fhat 1 have read this application end stare that ell Intormetlmh k frw
erd
widwired to fine bast of cry knmAedge. I further algae that at wry" Cos bi a'ccoroarhrs With
,�_ ��,„ �,y,y7 approved Pk-. spectilcatlone and condmons and to abide by at adhences of fine Municipally
and the leers of the State d N9rahaseta CA
••
repardi_rrp eeitora taken pKeyent * perm I agree to pay a0 plan review fees ever If I choose not to proceed with the work. PermR e�bes when work
Is not commenced within 180 days fiom 6F . s,p:,,rer+r is uspeMed• abandoned. or not Inspected far 1e0 d eYs work beyond Owscope of finis permit or work WlthWt a permlt or trhspectlar .
e
TA be aublect to a penalty. ;, . t
Noise Ordinar" n,Effect MONDAY - FRIDAY Before T a.m,.end Jff W-MPM. Wee olideys before 7 am. and after 8 p.m.
SIGMATURE OF AP&C _ T: �- ' - �., � .. • , _ �= i'' f � .: y.,� DATE
PRINTEDxPL4ME:_. r j ", r 5 _ This Is the signature af.-,0qt1wner or o Owner's Representative
OCCUP. TS R `` - CCONST_ TYPE: CODE: 20 %i C BLDG PRINKLED Yes / o
VALUATION $�i_ 3, /2 , OO
—�
Permit Fee: $ 3 .t9c;) WAC Charge: $
Plan Review Fee: $ Sewer & Water HorS
State Surcharge: $ Sewer& Water Disco ---
Site Inspection Fee: $ Water
S.E.C. Fee: $ MIJrIi SE1W
G
Investigation Fee / Other Fee: $ `2016 SAC E2,448`. _
Copy Charge ($.25 per 8.5 x11 page) $
zLicense
Check ($5) l Lead Check ($5) $ TOTAL
W
SUB-TOTAL$Plumbing
cc
'NOTE Commercial plans will be subthe Met Co�cFla
Fee (from Page 2) $ nmentalfor
U
SAC detennlnaUon. Escrow payme required k le Issued.Mechanical Fee from Pa e 2 $ after Met Council review no SAC Is d, escrow nded in full.
LL
Special Conditions/Required Setbacks:
O
BuildingApproval By: DATE:
Printed Building Approval By: /V,L e? ❑ License Verification ❑ Lead Verification - Checked By.
City Approval By DATE:
Paid:. 9 Q Date: Receipt No. # I I % By: 3
ini"
9�)
BUILDING PERMIT APPLICANT: PROPERTY OWNER
I understand that the State of Minnesota requires that all residential building contractors,
remodelers and roofers obtain a state license unless they qualify for a specific exemption
from the licensing requirements. This license requirement applies to owners of
residential real estate who build or improve such property for purposes of speculation or
resale.
By signing this document, I attest to the fact that I am improving this house for my own
use and am not building or improving this house for the purpose of reselling it. I hereby
claim to be exempt from the state licensing requirements because I am not in the business
of building or remodeling on speculation or for r sale and that the house for which I am.
applying for this permit, located at P Is',,i. t,- Lke 0J, (• A( ,
is the only residential structure I have built or improved in the past 24 mo ths.
Furthermore, I acknowledge that I may be hiring independent contractors to perform
certain aspects of the construction or improvement of this house and I understand that
some of these contractors may be required to be licensed by the State of Minnesota. I
understand that unlicensed residential contracting, remodeling, and/or roofing activity is a
misdemeanor under Minn. Stat. §326B.082, subd. 16 and can also result in a fine of up to
$10,000. I further state that I understand that the filing of a false statement with the City
may also result in criminal prosecution and/or civil penalties pursuant to applicable City
ordinances and/or state statutes.
I have also been informed and acknowledge that by listing myself as the contractor for
this project, I alone will be responsible to the City for compliance with all applicable
building codes and City ordinances in connection with the work being performed on this
property. I also understand that if I hire an unlicensed contractor, my only recourse in the
event I have a dispute with my contractor will be to pursue private civil action (lawsuit)
against the contractor, and that even if I am successful in a lawsuit, I will not be able to
make a claim for compensation from thLsXolqtor Recovery Fund, the state's consumer
protection program for licensed
��.
Signature — Date
Print ame
For questions or information on contractor licensing, or to check the licensing status and
enforcement history of a particular contractor, call the Minnesota Department of Labor
and Industry, Construction Codes and Licensing Division, at (651) 284-5069 or
1-800-657-3944, or visit their web site at: www.dli.mn.gov/CCLD/RBC
MUNICIPALITY
FILE COPY
Office Use Only
Plan Review Comment Sheet
File # S P-2019-0001
Municipality: Spring Park Permit #: SP-2019-00017 NAT #: N/A
Applicant: Tom Reisbeck Address: 2401 Black Lake Rd
Project Desc: Deck Valuation: $ 1,000
SEC required?: ❑ Is septic an issue? ❑ Owner permission needed? ❑
Date Issued: 4/1/19 Inspector Issued: Nick Qualle Number of Days: 0
ANY SPECIAL INSPECTION REQUIREMENTS? ❑
(foundation survey approval, notify fire dept. staff, monitor SEC, etc.)
Date & Comments
04/01/19 Application and plans received CJ
4/1/19 Completed Review NO
4/1/19 Permit Issued GM
Municipality plans at kept at MNSPECT ❑ Clear For
Municipal plans on CD ❑
Entered into City Force ❑
The field copy of these plans must be kept
on -site and made available to inspector
during all inspections.
To schedule inspections call
(952) 442-7520
Please have the permit number and street
address ready at the time of the call.
Read all attached materials.
Everyone performing work to
which the code is applicable
shall comply with the code.
Electrical
All electrical must be approved by local
Electrical Inspector.
For electrical permit inquiries please contact
the City of Mound Electrical Inspector.
Dave Hucky
(952) 442-7520
Composite decking often has reduced span
ratings, especially when used as stair
treads. Maximum spans of composite
decking shall not exceed spans specified in
manufacturers installation instructions.
Instructions to be available on -site at final
inspection.
Approved lateral load connections are
required at connection of deck to house.
BEFORE YOU DIG
Contact Gopher State One Call to locate buried utilities.
651-454-0002 or 800-252-1166
http://www.gopherstateonecall.org/
In accordance with Minnesota law, you must wait 48
hours (excluding weekends and holidays) after you've
submitted your dig information to begin your digging
project.
Hardwired and interconnected smoke alarms are
required in the following locations:
•1 (one) in every bedroom
•1 (one) in the area outside every bedroom
-At least 1 (one) per floor where no bedrooms exist
including basements and habitable attics
Existing spaces where no electrical work has taken place
may have battery operated smoke alarms that are not
interconnected.
1 (one) Carbon Monoxide (CO) alarm is required
outside of and within 10-feet of every bedroom or
sleeping area. A CO alarm is required on every level
that contains a bedroom or sleeping area.
CO alarms may be hardwired, plugged into an outlet or
battery operated.
All required alarms must be installed and operational
at time of final building inspection.
Deck Ledger to be positively bolted to structure following
the requirements of
Table R507.2 & R507.2.1.
Install corrosion resistance flashing above all ledgers and
seal sides and bottom with approved sealants.
If using alternate fasteners provide manufacturer's
specifications to inspector at time of framing inspector.
Reviewed for Code Compliance
This review is limited to the submitted scope of work, is based upon the supposition that the plan
accurately depicts the intended construction and end -use, that the necessary legal authority has
been obtained to construct the project and work is subject to code compliance and field
inspection during construction.
By: Nick aualle Type of Construction: Not Applicable
Date: 04/01/2019 Occupancy Classification: IRC-1 Single Family
Permit #: SP-2019-00017 Code Edition: 2015 MN Residential Code
SUPPLEMENT to Deck Permit Application
MUST be included when applying for permit)
The following information is required to be included with a Deck permit application.
//SEE PLAN FOR 1-6(t
1. Footing Diameter: l 6 CHANGES Depth:
Q2. Size of posts: C,''
3. Size of beams: X 10 Number of plys:
a
4. Cantilever on beams: (cantilevers over 12" require engineering)
5. Size of joists: d'x � ' Spacing:
6. Cantilever on joists: (cantilevers over 24" require engineering)
7. Species of lumber (please check one): 541outhem Yellow Pine ❑ Ponderosa Pine
❑ Spruce Pine Fir ❑ Hemlock Fir ❑ Douglas Fir ❑ Cedar ❑ Composite ❑ Unknown
8. Dimensions of floor boards5A' /�P' Type:�-
i�
If using composite decking materials please indicate the manufacturer.
9. Height of deck from ground: _
+0
//
10. Height of guardrail: _ 3/' 4
11. Spacing of spindles: Ak r? 6 > r►1 SEE NOTE ON PLAN
12. Height of handrail:' -ice NO STAIRWAY ON DECK PER PLAN
/ 1 n/
13. Dimensions of deck: eD O )� 1 V
14. Distance to property lines (also identify on site plan):
a. Side 1: 351
b. Side 2:
c. Rear:
d. Other:
Decks Page 3 of 3 Revised Jun-2018
(3o - +,,,rY, U ; e'i
Deck Ledger to be positively bolted to
structure following the requirements of
Table R507.2 & R507.2.1.
Install corrosion resistance flashing above
all ledgers and seal sides and bottom with
approved sealants.
If using alternate fasteners provide
manufacturer's specifications to inspector
at time of framing inspector.
Approved lateral load connections are
required at connection of deck to house.
bo
PQYh a a 104 Y
A
1'
5�-
Minimum size this
footing, bell to 19" Dia
X 10" thickness at base.
View to.Qk;,,0 Sf(.a - -ffxe �Vor.4-11
Cable rail system must
Imaintain a gap between
each cable of less than
I O'� 4" when pulled apart or
squeezed together.
ff
olumns require connections
estrain lateral displacement
and against uplift.
,-) eveO1
QVtr i to_ot VICE
Dan Tolsima
From: Alan Brixius <abrixius@nacplanning.com>
Sent Thursday, February 21, 2019 11:32 AM
To: traisbeck@uwalumni.com; Dan Tolsma; Theresa Schyma; Scott Qualle
(SQualle@mnspect.com)
Subject FW: Building Permit for Deck
Attachments: 20190218100322050.pdf; CERTIFICATE 1476797_Raisbeck.pdf
Tom, I have looked at the attached survey that you sent us. The City requires a setback from the Ordinary High Water
level of Lake Minnetonka ( elevation 929.4 msl). Section 42-65 € of the Spring Park zoning and shoreland code
addresses on legal nonconforming homes. In review of your request against this section of the code, I make the
following findings.
1. The property and home preexisted the date of current required 50 foot shoreland setback.
2. The location of the proposed deck is reasonable in relation to the home and the proximity to the OHWL.
3. The proposed deck does not exceed 15% of the current building setback toward the OHWL and is more than 30
feet from the OHWL.
Based on these findings we approve the deck location with the following conditions.
1. The deck is constructed primarily of wood and is not roofed or screened.
2. The property owner submit an application and construction drawings to obtain a building permit for the deck.
Tom, you can now pursue a building permit for the your deck.
From: Dan Tolsma[mailto:dtolsma@ci.spring-park.mn.us]
Sent: Tuesday, February 19, 2019 9:19 AM
To: Alan Brixius
Subject: FW: Building Permit for Deck
Al,
See below and advise. Thanks.
Dan Tolsma
City Administrator I City of Spring Park
2 952.471.9051
From: Thomas Raisbeck <traisbeck@uwalumni.com>
Sent: Monday, February 18, 201910:42 AM
To: Dan Tolsma <dtolsma@ci.spring-park.mn.us>
Subject: Fwd: Building Permit for Deck
Hi Dan,
PLAT OF SURVEY FOR
THOMAS P. RAISBECK AND
KRISTEN K ANDERSON
IN LOTS 64, "ROSE LAWN MINNETONKA-
HENNEPiN COUNTY, MINNESOTA
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SPRING PARK
On Lake 9Vinnetonka
April 1, 2019
Permit Number: SP-2019-00017
Project Name: Tom Resibeck & Kristen Anderson
2401 Black Lake Road
Spring Park, MN 55384
Scope: Residential Code Review of a new deck for a single-family home.
_. MUNICIPALIT'Y. .
FILE COPY
Inspections: All work shall be inspected. It is the responsibility of the contractor/installer to contact the
Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520
between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday.
The plans and specifications for the project named above have been reviewed for substantial compliance
with the current Minnesota State Building Code. The review is limited to the submitted scope of work
and is based upon the supposition that the data on which the design is based are correct, and that the
necessary legal authority has been obtained to construct the project. The responsibility for the design of
structural features must be taken by the project designer. Any changes from the submitted plans and
specifications shall be reviewed and approved by the Department of Building Safety.
Approval is based on the correction of all noted deficiencies and compliance with all applicable
items listed below.
The following information is related to the submitted plans/scope as general information and/or code
compliance requirements. Compliance with the stated requirements shall be verified during the
construction process. Any changes to the plan and any required additional information shall be provided
to this agency for code -compliance review and approval, prior to its installation.
General Information:
1. Applicable Codes:
a. 2015 MN Residential Code (MRC) (2012 IBC as amended)
b. 2015 MN Special Provisions (MSP)
c. 2015 MN Energy Code (MREC) (2012 IECC as amended)
d. 2015 MN Mechanical Code (MMC) (2012 IMC as amended)
e. 2015 MN Fuel Gas Code (MFGC) (2012 IFGC as amended)
f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended)
g. 2015 MN Electrical Code (MEC) (NFPA 70)
2. Separate permits are required for:
a. Electrical
b. Mechanical
c. Plumbing
3. The field inspector may identify additional code compliance requirements
identified code compliance requirements shall be completed.
Any additional
City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384
Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mmus
4. Specific Code Items to Be Addressed During Construction:
1. See approved plan and items below.
The below items are commonly missed items that require correction following inspections.
These are provided for your benefit and may or may not apply specifically to your project.
MN Residential Code:
1. Approved corrosion -resistant flashing shall be applied shingle -fashion in such a manner as to
prevent entry of water into the wall cavity or penetration of water to the building structural
framing components. Self -adhered membranes used as flashing shall comply with AAMA 711.
The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant
flashing shall be installed at all of the following locations: (MRC R703.8)
a. Continuously above all projecting ledger boards.
b. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame
construction.
2. Exterior landings, decks, balconies, stairs and similar facilities shall be positively anchored to
the primary structure to resist both vertical and lateral forces or be designed to be self-
supporting. Attachment shall not be accomplished by use of toenails or nails subject to
withdrawal. (MRC R311.5.1)
Exception: The opening between adjacent treads is not limited on stairs with a total rise of
30 inches or less.
3. Guards shall be located along the open sides of floors, stairs, ramps, and landings that are located
more than 30 inches measured vertically to the floor or grade below. Insect screening shall not
be considered as a guard. (MRC R312.1.1)
4. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings,
shall be not less than 36 inches high measured vertically above the adjacent walking surface,
adjacent fixed seating or the line connecting the leading edges of the treads. (MRC R312.1.2)
Exceptions:
a. Guards on the open sides of stairs shall have a height not less than 34 inches
measured vertically from a line connecting the leading edges of the treads.
b. Where the top of the guard also serves as a handrail on the open sides of stairs, the
top of the guard shall not be less than 34 inches and not more than 38 inches
measured vertically from a line connecting the leading edges of the treads.
5. Required guards shall not have openings from the walking surface to the required guard height
which allow passage of a sphere 4 inches in diameter. (MRC R312.1.3)
Exceptions:
a. The triangular openings at the open side of stair, formed by the riser, tread and bottom
rail of a guard, shall not allow passage of a sphere 6 inches in diameter.
b. Guards on the open side of stairs shall not have openings which allow passage of a
sphere 43/8 inches in diameter.
6. Deck ledger connection to band joist - For decks supporting a total design load of 50 pounds per
square foot (40 pounds per square foot live load plus 10 pounds per square foot dead load), the
connection between a deck ledger of pressure -preservative -treated Southern Pine, incised
pressure -preservative -treated Hem -Fir or approved decay -resistant species, and a 2-inch
nominal lumber band joist bearing on a sill plate or wall plate shall be constructed with'/2-inch
lag screws or bolts with washers in accordance with Table R507.2. Lag screws, bolts and
washers shall be hot -dipped galvanized or stainless steel. (MRC R507.2)
7. Placement of ledger screws or bolts in deck ledger & band joists in accordance with Table
R507.2.1 and Figures R507.2.1(1) and R507.2.1(2)
8. The lateral load connection required by Section R507.1 shall be permitted to be in accordance
with Figure R507.2.3. Where the lateral load connection is provided in accordance with Figure
507.2.3, hold-down tension devices shall be installed in not less than two locations per deck,
and each device shall have an allowable stress design capacity of not less than 1500 pounds.
(MRC R507.2.3)
9. Buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street or road fronting
the property. These numbers shall contrast with their background. Address numbers shall be
Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches high with a
minimum stroke width of 1/2 inch. (MRC R319.1)
MN Special Provisions:
1. Minimum footing depth in zone I is 42 inches. (MRC 1303.1600 Subp. 1)
If you have any questions or concerns regarding this plan review please contact me via telephone at 952-
442-7520 or email at codereview(a_mnspect.com.
Regards,
Nicolas Quail
Code Official
MN CBO#: BO002752
MNSPECT, LLC
Helping You Comply With The Code
235 First St. W.
Waconia, MN 55367
0: 952-442-7520
F: 952-442-7521
www.mnspect.com
CC: City Property File
TABLE R507.2
FASTENER SPACING FOR A SOUTHERN PINE OR HEM -FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID -SAWN SPRUCE -PINE -FIR BAND
JOIST`, f, e(Deck live load = 40 psf, deck dead load = 10 psf)
6' and
6 1 to
8'1" to 10'l" to
12 1" to 141" to
16 1" to
JOIST SPAN
less
8'
10' 12'
14'
16'
18,
.. ........ ................................... —_ ..... ........ .........
Connection details
....,
On -center spacing of
fastenersd, e
1/2 inch diameter lag screw with 15/32 inch maximum sheathing'
30
23
—
18
--
15
----------------
13
11
-
10
--
1/2 inch diameter bolt with 15/32 inch maximum sheathing
36
36
34
29
24
21
19
1/2 inch diameter bolt with 15/32 inch maximum sheathing and 1/2 inch stacked
washersb• h
36
36
29
24
21
18
16
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. 1 pound per square foot = 0.0479 kPa.
a. The tip of the lag screw shall fully extend beyond the inside face of the band joist
b. The maximum gap between the face of the ledger board and face of the wall sheathing shall be t'z inch.
c. Ledger shall be flashed to prevent water from contacting the house band joist
d. Lag screws and bolts shall be staggered in accordance with Section R507 21-
e. Deck ledger shall be minimum 2 . 6 pressure -preservative -treated No. 2 grade lumber, or other approved materials as established by standard engineering practice.
f. When solid -sawn pressure -preservative -treated deck ledgers are attached to a minimum 1-inch-thick engineered wood product (structural composite lumber, laminated veneer lumberer wood structural
panel band joist), the ledger attachment shall be designed in accordance with accepted engineering practice.
g. A minimum 1 x 91/7 Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2-inch nominal band joist-
h. Wood structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between the face of the ledger board and the
face of the band joist shall be 1 inch.
R507.2.1 Placement of lag screws or bolts in deck ledgers and band joists.
The lag screws or bolts in deck ledgers and band joists shall be placed in accordance with Table R507.2.1 and Figures R507.2.1(1) and R507.2.1(2)
TABLE 507.2.1
PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
TOP EDGE
BOTTOM EDGE
ENDS
ROW SPACING
Ledger'
2 inchesd
1/4 inch
2 inchesb
15/8 inchesb
Band Joist`
3/4 inch
2 inches
2 inchesb
15/8 inchesb
For Si: 1 inch = 25.4 mm.
a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1).
b. Maximum 5 inches.
c. For engineered riot joists, the manufacturer's recommendations shall govern
d- The minimum distance from bottom row of lag screws or bolls to the top edge of the ledger shall be in accordance with Figure R507.2.1(1).
i STAGGER FASTENERS
F' g IN 2 ROWS
® ® _ 5.5' MIN. FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO
5- MAX_ 6.5- MIN. FOR 2 X 10 BE REDUCED TO 4.5- IF LAG SCREWS
® ® ® 7.5- MIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2 X 8 LEDGERS TO 2 X 8
r MIN. BAND JOISTS.
(EDGER LAG SCREW OR BOLT 314" MIN,
For SI: 1 inch = 25.4 mm.
INSPECTION RECORD
2015 Minnesota State Building Code ❑ 2006 Minnesota State Building Code
PERMIT NUMBER LSY—MiOt— iQ= 12 DATE
MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY
8:00 A.M. to 4:30 P.M. Monday thru Friday 9 5 2- 4 4 2- 7 5 2 0
site REQUIRED INSPECTIONS ARE CIRCLED
Address: 7—L4 Dl ox t-_ Lu&—, P—PA Date Inspector
Description: TIC V--
to Install or construct the improvements applied for. This permit is
granted upon the condition that the person to whom it is granted, and his
agents, employees and workmen, shall conform in at respects to the
Ordinances (��__
of the Municipality of Cbymayuy-y_
and to the Statues of the StatedVinnestila in such cases made and provided;
this pwWd may be revdmd at arty time upon violation of any of the provisions
of said OrCmances, Statues, or for any misrepresentation in the application.
This card and reviewed cmv*uction plans must be posted at the worksite
and maintained until all inspections have been approved. NO
INSPECTION vrtll be perfomued if card and plans are riot available to
inspector. REINSPECT= FEE WILL BE CHARGED. NO
DEVIATIONS FROM THE APPROVED PLANS ARE ALLOWED
WITHOt1T PRIOR CONSENT FROM THE BUILDING INSPECTIONS
DEPARTMENT. Do not occupy until all final inspections have been
completed.
Permit eitpires when buidng and work is not commenced within
180 days or if building and work is suspended, abandoned or not
inspected for 180 days.
S.E.C. (before excavating)
(Footings)before pouring)
Foundation Survey Approved
Framing
Insulation
Final
MECHANICAL & PLUMBING INSPECTIONS
Date Inspector
Plumbing Rough In
Plumbing Final
Mechanical Rough -In
GAS LINE
Mechanical Final
Fireplace Rough -in
GAS LINE
Fireplace Final
Electrical Rough -In
Note: Permit holder Is responsible tocaflfor thesekispections. Electrical Final