Permits - Permit# 06-35 - 3916 Northern Avenue - 1/1/2006CITY OF SPRING PARK
4349 WARREN AVENUE
SPRING PARK, MN 55384
952-471-9051 FAX 952-471-9160
BUILDING PERMIT APPLICATION
Building Permit Application Requirements:
1. Application to be filled out & signed
2. Mechanical Permit Application & Calculation filled out
3. Energy Calculations filled out
4. Furnish a Certificate of Survey - See Attached
5. Furnish 3 sets of Construction Plans
a) 1 set for City files
b) 1 set for builder to use on site
c) 1 set for City Building Inspector
Construction Plans should include:
1. First floor plan
2. Footing & foundation plan
3. Elevations of all sides
4. Wall sections & cross sections
5. Details - stairs & any special connections
Date Received
. jS•b�'
Date Approved
Permit No.
Fees To Be Charged:
Permit
State Surcharge ► .> a
Plan Review y • l i
SAC Charge
Availability Chrg
TOTAL 1 3`B - s 6
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
THE APPLICANT IS (CIRCLE ONCE)) OWNE�RO CONTRACTOR
JOB SITE ADDRESS 3911 y ot""rN /'rF� jC+ /
NAME OF OWNER �!,y y �0 IiO�iG HOME PHONE `"'% 7 /- 7SS Y WORK PHONEE 6 / a— S q� -_ 6 `j o
MAILING ADDRESS301/6 lVd!{*242"o Azle. CITY SPc S!t fnru ZIP SS.�
CONTRACTOR S e- i -;' PHONE MOBILE PHONE
MAILING ADDRESS
STATE LICENSE NO,
CITY
ARCHITECT/ENGINEER S CS PHONE
MAILING ADDRESS
CITY
REGISTRATION NO.
ZIP
ZIP
TYPE OF WORK: NEW ADDITION X ACCESSORY STRUCTURE MOVE DEMO
REMODEL/ALTERATION RENOVATE LAND ALTERATION `
PROPOSED WORK (Describe in Detail) /y ' t� � � `� � 8� ��'�1� ok'.y""C �
ZONING DISTRICT
STORIES _ SQ. FEET OR EACH FLOOR 8 b 4i NO. OF BEDROOMS GARAGE STALLS
'1-0 ae.
ATTACHED O ETACHED BLDG.SIZE: LENGTH �6 WIDTH HEIGHT
ESTIMATED CONSTRUCTION VALUATION (excluding land) $ a 7 o0
BUILDING PERMIT APPLICATION
PAGE 2
HARDCOVER CALCULATION WORKSHEET
A. House X = S.F.
Length Width
X - S.F.
B. Garage X = S.F.
C. Driveway X = S.F.
X - S.F.
D. Sidewalk X
X - S.F.
E. Patio/Deck X = S.F.
F. Other X = S.F.
1. TOTAL HARDCOVER S.F.
2. TOTAL PROPERTY AREA S.F.
1 DIVIDED BY 2 X 100 = %
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that
the work will be in accordance with the approved plan.
APPLICANT'S SIGNATURE ✓ DATE q - js D
INSPECTION REQUIRED: WORK REQUIRING SEPARATE PERMITS:
X Footing before a pour Plumbing
_ 4 _Framing rough -in Mechanical
Insulation Well
Wallboard before taping Grading & filling
v� FINAL before occupancy Sewer
Water
WORK BEYOND OR WITHOUT A REQUIRED
INSPECTION WILL BE SUBJECT TO PENALTY x Electrical from State
24 HOUR NOTICE REQUIRED CALL 952-249-4600
ZONING CERTIFICATE
I do hereby certify to the Orono Building Official that the following described work has been reviewed for compliance with
the Zoning Requirements of the City of Spring Park and will be approved for construction upon approval of the construction
plans by the Building
nOfficial.
Name 7 �.���V Date 9 - 2-6 - O b
BUILDING CODE PLAN REVIEW
Name 'a (L� Date Z6
:9
36'
32'
11
11
II
II
II
Current front of garage, advance
E I wall and doors forwards four feet
maintaining current layout.
II
II
11
II
Current face of garage will be
1 I maintained for support reasons
II
11 �
II N
I
II
II �j
Fr- I
11
II
11
II
11
II
II
II
II
11
Headers over garage doors will be
II
2 x 12 microlam beams.
II
II
II
CITY OF ORONO
Bl)Il~D1��G P t M_9
INSPEGTO'�IORONO
PL~f� f��VlcW
COPY
.26.6 IO r'Ci'114':
r �: ;1.OtED
Tony Pollock
❑ �;•; a r.�
t
3916 Northern Ave.
NCT F.'. - ..` Ge done
Spring Park MN. 55384
These r . , I <.� : „�g code,
in to ''� this review.
Regwrel 81 • ` ' a`!_ �:7 Oiv �(TE A7 ALL TIMES
H - 952-471-7558
KEEP TKIS I?�tJ
Ridge board 2x12"
With rafter hangers
Headers will be 2 ply
13/4" x12" Microlam
Ridge vent and venting on
underside of overhangs
Rafters hand framed, 2x10'
16" OC. 24" overhang. '/2'
plywood sheathing 15# felt
-,, and asphalt shingles.
Walls 2x6 with'/2" plywood
sheathing. 16" OC.
Bottom plate will be green
treat. Top plate double
M.
8" cinder block with 1/" bolts
for bottom plates.
Not to scale
16"
Current Slab side view
5" center
12" class 5 compacted base.
Top view of current slab, has'/2" re -bar every two feet along with wire mesh.
Edge footings have an additional three'/2" re -bar.
Top view of slab to be added.'/" re -bar inserted into holes drilled every two feet
across the face of current slab. Holes drilled to a depth of at least 8 inches.
24'
Thinner lines are current rebar
Configuration. Bold lines are re -bar to be installed.
32'
ppp� u,wu
-044
kNTHONY R. POLLAI
)TS 13 & 14, SUBDIVISION OF LOTS 81 9, 1
& LINDQUISTS HAZELDELL ADDITION
HENNEPIN COUNTY, MINNESOTA
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1 4�
,, E 103.58�,•,,s
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own
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12..�..
Scale h EXISTING
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HOUSE n I
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Not to scale. but almost accurate.
V-30'