PRE 2010 DOCSSUBJECT
PER
City of Fridley
184 8
AT THE TOP OF THE TWINS
BUILDING
PERMIT
_
i
CEIPT NO.
` ____-_ COMMUNITY DEVELOPMENT DIV.
~
r 1- PROTECTIVE INSPECTION SEC.
1 �
1
CITY HALL FRIDLEY 55432
'.J
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
612-571-3450
910-F15
5/29/86
JOB ADDRESS 1511 North Innsbruck Drive N.E.
1 LEGAL
LOT NO.
BLOCK
TRACTOR ADDITION
SEE ATTACHED
DESCR.
1
11
Innsbruck Villages
SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP PHONE
Darrel A. Farr Development Corp. 4600 Lake Road, Mpls. 55422 536-9936
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Townhouse & Garage
7 CLASS OF WORK
❑X NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Construct a 34' x 24' Townhouse and a 23' x 21' Garage
with a 14' x 6' Deck
9 CHANGEOFUSEFROM TO
STIPULATIONS
Seed the lot recently graded on West Bavarian Pass just north of
North Innsbruck Drive. Separate sewer and water services needed for each unit.
Work with staff to provide the same landscaping (or better) than encountered
before construction along west property lines (trees & foliage)
WARNI�
SEPARATEBefore
digging call local utilities
IRitVG ��`���=
TELEPHONE -ELECTRIC -GAS Etc.
��1
HEATING, PLtlM13
fNG, �
�i1r
SQUIRED 6Y LACI
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
I
ISTALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$52,050
$ 26.03
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SACCHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRU ION OR TH PERF RMANCE OF CONSTRUCTION.
$292,00
$475.00
PLAN CHECK FEE
TOTALFEE
73.00
$866.03
SIGNATURE 6FgONTRACTOR OR AUTHORIZED AGENT (DATE)
WHEN PROPERLY
BLDG INSP
VALIDATED THIS IS YOUR PERMIT
nAT
SIGNATURE OF OWNER 0F OWNER BUILDER)___ IDATEI
NEW [ iU 1 ��y
City of Fridley �C ffective 4/1/84
ADDN. [ l �R-1 AND R-2 V
ALTER. [
Building Permit Application
Construction Address: 1-:57-11AL SAA`�br`4�Gk Q
Legal Description: Lai- / , B6clzbru k- lii! gsa"
Owner Name s Address: �oaft"e.� 1a . �a1`r IJQS�@. i+o� Gor�aa _ % Tel. #
Contractor: --;.-Tel. #
Address: Mots, �iA. S`S�l12
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER
Corner Lot ICI
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
Length , Widthq Height l Sq. Ft.
1
Length _ Width .2 V Height Sq. Ft. 14 I'S''
Length_ Width 1 Hgt/Ground Sq. Ft. g�!_
t
Inside Lot [ ] Ft. Yd. Setback _ Side Yard Setback J 8 r
Type of Construction: tyoci ` �L Estimated Cost: $ .t
Approx. Completion Date: "• U01�o�,t��
Alt. A Alt B
Proposed Driveway Width If New Opening Is Desired: $ $
See Back Page for Explanation
DATE: APPLICANT: Tel. #
Permit Fee
Plan Check
State Surcharge
SAC Charge
Park Fee
Sewer Main Charge
TOTAL
CITY USE ONLY
$ 1�cw
$ s'.00
$Al
$ y�Sd�
'' L, tI ice:
Fee Schedule on Reverse Side
25% of Building Permit Fee
$.50/$1,000 Valuation
$425 per SAC Unit '
Fee Determined by Engineering
Agreement Necessary [ ] Not Necessary [
STIPULATIONS:
crm. ow
_ k
•. .��.� a J
i
Prow iZ��� "g �' ' 6c4+rc `e.si►a[E�rr� P
f POv,'G 444 5� 645 ((W, i ( or 6e& ) e we g t4 N A 11m4 U2y t gybpt- � 11'4e,; (4,Be5 + 4 ii j e
✓�/f, /bS /3, .e`er � , ✓� / �
GEOTECHNICAL ENGINEERING CORPORATION
1925 Oakcrest Avenue - Roseville, Minnesota 55113 - (612) 636-7744
Apple Valley, Minnesota - (612) 431-5266
REPORT OF SOIL TESTING
°r PROJECT: REPORTED TO:
PROPOSED TOWNHOUSE � �2— DARRELL A. FARR DEVELOPMENT
INNSBRUCK VILLAGES 4600 LAKE ROAD
BLOCK 11 MINNEAPOLIS, MINNESOTA 55422
FRIDLEY, MINNESOTA
GEC JOB.NO: 4436
DATE: JULY 21, 1986
INTRODUCTION
This report contains the results of soil testing that we performed at the
referenced project. The soil testing included observing the base of exca-
vations, conducting density tests in fill below proposed footings, and
drilling hand auger borings and performing hand cone penetrometer probes in
the base of the excavation. The soil testing was done at the request of
Mr. Dan Farr.
DESIGN INFORMATION
We understand or assume that the proposed building: 1) will contain four
single family residences; 2) will be two stories in height; 3) will have
lowest floor levels at elevations as shown on the attached sketch (sketch
#1); 4) will will have relatively light foundation loads (i.e. less than
1800 psf); 5) will have normal tolerance to settlement; 6) will be of con-
ventional design and construction; 7) will be constructed in accordance
with the U. S. Department of Housing and Urban Development (HUD) guide-
lines, and 8) will be constructed in accordance with applicable building
code requirements. Deviations from the above design information could
necessitate altering our conclusions and recommendations.
Elevations presented in this report are in reference to an iron which had
been placed by others near the northeast building corner. The elevation of
the iron, 877.2, was written on a lath alongside the iron.
GEC #4436 - Page 2
SOIL TESTING
At the time of our initial visit to the site on June 11, 1986, the peri-
meter footings for the townhouse building had been dug and the footings for
units 3 and 4 had been poured. The attached sketch (sketch #2) shows the
approximate locations and elevations of the base of the excavation.
Based on our observations of the sidewalls of the excavation and the soils
exposed in the base, it was apparent that fill was present below some of
the footings and floor slabs. The areas where fill was exposed in the base
of the excavation are shown on the attached sketch (sketch #2).
As requested by Mr. Dan Farr, we conducted four density tests on June 16,
1986, in fill which had previously been placed. The results of the density
tests are attached. The locations at which the density tests were taken
are shown on the attached sketch (sketch #2).
Previously we had recommended that the fill be compacted to at least 95% of
the standard Proctor density. Of the four density tests taken, the results
of one test - #2 - was substantially less than 95%.
Upon completion of the density tests, we discussed the results with Mr. Dan
Farr. At that time, we recommended that because the density tests did not
meet the compaction specifications, the existing fill should not be relied
on for support of the proposed building.
On June 20, we discussed two options with Mr. Farr. The options included:
1) excavate the existing fill from below and within the zone of influence
of the proposed building, place controlled fill to attain grade, and
construct the building on the controlled fill, or construct the footings on
the underlying natural inorganic soils (i.e. lower the footings) and use
extra reinforced slabs; or 2) do further testing to demonstrate that the
existing fill is suitable for footing and slab support.
GEOTECHNICAL ENGINEERING CORPORATION
GEC #4436 - Page 3
Mr. Farr requested that we do further testing. Hereafter, we will refer to
the further testing as Phase 2 of the testing program.
Phase 2 included drilling 15 hand auger borings down through the fill and
in to the underlying natural inorganic soils. In conjunction with drilling
the hand auger borings, we conducted hand cone penetrometer probes (static
cone tests) to evaluate the consistency or density of the fill. Refer to
the attached sheets for information regarding hand auger borings and static
cone tests. Also attached are sheets describing terminology used on the
logs. The logs of the hand auger borings are attached. The locations of
the hand auger borings are shown on the attached sketch (sketch #2).
The fill encountered in the hand auger borings was basically inorganic. We
did not encounter topsoil below the fill, which indicated the fill was
placed in a controlled manner. Generally, the upper fill was softer than
the lower fill.
Based on the results of our testing and the design information, it is our
opinion that the existing fill should provide adequate support for the pro-
posed building. However, as discussed with Mr. Dan Farr on June 30, 1986,
we recommended that prior to construction of any footings on the existing
fill, all areas below footings, and within 1-1/2' of both sides, should be
thoroughly compacted with a "jumping jack" type compactor. Upon completion
of compaction, and before any footings are poured, the footing excavation
should be probed with a hand cone penetrometer. If any soft pockets are
present, such pockets will need to be subcut and refilled and compacted as
they are filled.
On July 14, 1986, Mr. Farr notified us that some of the footing trenches
had been excavated deeper, and requested we observe the trench excavations.
At that time, we went to the site. The footing trenches which had been
excavated since our last visit to the site had all been taken down through
the fill and into natural inorganic soils. The locations and the eleva-
tions of the excavations as of July 14, 1986, are shown on the attached
sketch (sketch #3).
GEOTECHNICAL ENGINEERING CORPORATION
GEC #4436 - Page 4
We discussed the results of our July 14 observations with Mr. Dan Farr that
afternoon. We told him that all footing trenches excavated to date had
been taken down through the fill and into natural inorganic soils.
We also recommended that any interior footings which are to bear on the
existing fill should be surface compacted with a jumping jack type compac-
tor (directly below and 1-1/2' on both sides of the footing). Hand cone
penetrometer probes should then be done to evaluate the fill. Alterna-
tively, as discussed with Mr. Farr on June 20, the footings could be
lowered onto the underlying natural inorganic soils.
CLOSURE
The following sheets are attached and constitute an integral part of this
report:
Logs of Soil Borings
Test Boring & Logging Methods (2 sheets)
Terminology on Boring Logs - Drilling, Sampling and Testing
Terminology on Boring Logs - Groundwater
Geologic Terminology
Report of Density Tests
Sketches (3)
Report Prepared By:
4?:�" W.3 "
harles W. Bisek
Under the Supervision of:
AfTcPendeFgast,P.E.
MN Reg. No. 8450
GEOTECHNICAL ENGINEERING CORPORATION
Vriv rviin�vAr. i■�Y■■��1.i.■1..�� ��f7rrflA6 ■rA
GEC JOB NO: 4436 LOG OF BORING NO. 1
PROJECT: INNSBRUCK VILLAGE; BLOCK 11, FRIDLEY, MINNESOTA
DEPT{.
IN
SURFACE ELEVATION: 980.4FIELD
N
MPL
REC.
& LABORATORY TESTS
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IDENTIFICATION
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4 -
— END OF BORIN
TILL
13
41/2 -
5 -
51/2 -
6 -
61/2 -
7 -
71/2 _
8 _
81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
4: HA
DATE
TIME
SAMPLED
DEPTH
CANG0-
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FLUID LEVEL
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THE ATTACHED
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COMPLETED: 6/24/86
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GEC JOB NO. 4436 LOG OF BORING NO. 2
PROJECT. INNSBRUCK VILLAGE; BLOCK 11 FRIDLEY MINNESOTA
DEPTH,
980.6
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61/2 -
7 -
71/2 _
8 -
81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY
0- 4-1/2: FIA
DATE
TIME
SAMPLED
DEPTH
CASING
DEPTH
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GEC JOB NO: 4436 LOG OF BORING NO. 3
PROJECT: INNSBRUCK VILLAGE; BLOCK 11, FRIDLEY, MINNESOTA
DEPTH.
SURFACE ELEVATION: 982.4
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7 -
71/2 _
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81/2 -
9 -
91/2 -
10
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
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NOTE: REFER TO
O- 51 : HA
DATE
TIME
DEPTH
CASINGSAMPLED C AVE4N
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THE ATTACHED
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BORING6/24/86
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GEOTECHNICAL ENGINEERING CORPORATION
GEC JOB NO: 4436 LOG OF BORING NO. 4
INNSBRUCK VILLAGE; BLOCK 11, FRIDLEY, MINNESOTA
PROJECT:
DEPTH,
9
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71/2 _
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81/ -
9 -
91/2 -
10 -
101/ -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
0- 61/2: FIA
DATE
TIME
SAMPLED
DEPTH
ING
DEPTH
-INLLE
DECAVEPTH
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THE ATTACHED
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BORING 6/24/86
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PROJECT: INNSBRUCK VILLAGE; BLOCK 11, FRIDLEY, MINNESOTA
DEPT
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81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMEN S
NOTE: REFER TO
THE ATTACHED
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PROJECT: INNSBRUCK VILLAGE; BLOCK 11 FRIDLEY MINNESOTA
DEPTH,
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SURFACE ELEVATION: 980 •
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END OF BORING
81/2 —
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91/2 —
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101/ —
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
0- 8• HA
DATE
TIME
SAMPLED
DEPTH
CASING
DEPTH
CAVE-INDRILLING
DEPTH
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LEVEL
_THE ATTACHED
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81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
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0- 5 • HA
DATE
TIME
SAMPLED
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PROJECT:
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SURFACE ELEVATION: 981 5
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DEPTH DRILLING METHOD
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PROJECT: INNSBRUCK VILLAGE; BLOCK 11 FRIDLEY MINN ESO A
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DEPTH DRILLING METHOD
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GEC JOB NO: 4436 LOG OF BORING NO. 10
PROJECT: INNSBRUCK VILLAGE• BLOCK 11 FRIDLEY, MINNESOTA
DEPTH,
SURFACE ELEVATION: 981.6
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91/2 -
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101/2 -
DEPTFt 7 COLLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
DATE
T e
CASING
CAVE-IN
ING
WATER
DEPTH TH
DEPTH
FLUID LEVEL
LEVEL
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY
ON THIS LOG
6/25/86
BORING ML
COMPLETED:
CC: CA: Rig:
�■■.■■��■ ���w�ul�s�Vl� Il�AweAa��w.■
YGV GV�fA�VA�■ �iAY��rrr��� wwrwr%FrwA■0vn
GEC JOB NO: 4436 LOO OF BORING NO. 11
PROJECT: INNSBRUCK VILLAGE; BLOCK 11, FRIDLEY, MINNESOTA
DEPTH,
IN
SURFACE ELEVATION: 978.6 6
N
W13MPL
REC.
FIELD
& LABORATORY
TESTS
MC
DEN
LL-
q
FEET
IDEM 1 F I CAT I ON
GEOLOGY
BPF
TYPE
12
11 _
11
1 _
10
11/2 -
9
2 -
FILL
21/2 _
16
3 _
-12
311 -
8
4
5
411 _
5
GLACIAL
5
TILL
16
ND OF BORING
51/2 -
6 -
61/2 -
7 -
71, _
8 _
81/2 -
9 -
91/2 _
10 -
1011 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
0- 5: HA
DATE
TIMESAMPLED
DEPTH
CASING
D PTH
DEPTH VN
DRILLING
FLUID LEVEL
WATER
LEVEL
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY
ON THIS LOG
None
taken
BORNG
COMPLETED: 6/25/86
CC: CA: MZ Rig:
wuwuwwuuw A ■ AIMPffiwu
YiV iV�7A�VAr inM��rr.�s�M wvrllrvf7A ■ §VA
GEC JOB NO: 4436 LOQ OF BORING NO.
PROJECT: INNSBRUCK VILLAGE• BLOCK
DEPTH,
SURFACE ELEVATION Q77. �'
N
MPL
REC.
FIELD � LABORATORY TESTS
MC
DEN
P.L.
q G
FEET
IDENTIFICATION
QEOLOQY
BPF
TYPE
1/2 -
13
1 -
16
11/2 -
9
2 -
FILL
10
21/2 -
9
3 _
9
31/2 -
9
4
16
41h -
END OF BORIN
16
5 -
51/2 -
6 -
61/2 -
7 -
71/2 _
8 _
81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
0- 41,�2 • HA
DATE
TIME
SAMPLED
DEPTH
ING
DESPTH
CAVE-IN
DEPTH
DRILLING
FLUID LEVEL
WATER
LEVEL
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY
ON THIS LOQ
None
taken
BORING
COMPLETED:
CC: CA: Rig:
w=w�wuu■w A ■ euAft■umismul! AAssws a�wIL■
Miv ivnn■vw� �.■�r■■..�...■..■... w■.rerW%w■ ■vn
OEC JOB NO: 4436 LOG OF BORING NO. 13
PROJECT: INNSBRUCK VILLAGE; BLOCK 11, FRIDLEY, MINNESOTA
DEPTH,
977 � 6
SURFACE ELEVATION:N
WB
SAMPLE
REC,
FIELD 3 LABORATORY TESTS
MC
DEN
LL
QC
FEET
IDENTIFICATION
GEOLOGY
BPF
TYPE
4
112_
6
11/2 -
16
2 _
FILL
10
21/2 -
11
3 -
11
31/2 -
16.
a
16
a1 _
/2
16
GLACIAL
TILL
5
END OF BORING
16
51/2 -
6 -
61/2 -
.
7 -
71/2 _
8 _
81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
0- 5: HA
DATE
TIME
SAMPLED
DEPTH
CASING
DEPTH
CAVE-IN
DEPTH
DRILLING
FLU FD Lr&j
WATER
LEVEL
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
ON THIS LOO
None
taken
BORING 6/25/86
COMPLETED:TERMINOLOGY
CC: CA: MZ Rig:
YiV � iVffA�Ywr r.�v�w`��.�r■ wr�rvnw■ SVA
OEC JOB NO: 4436 LOG OF BORING NO. 14
PROJECT: INNSBRUCK VILLAGE; BLOCK 11 FRIDLEY MINNESOTA
DEPTH.
IN
SURFACE ELEVATION: 977 -
N
WB
PL
REC
FIELD
& LABORATORY TESTS
I MC
DEN
L' �
P.L.
qC
FEET
IDENTIFICATION
GEOLOGY
BPF
TYPE
12
1
6
9
11/2 -
FILL
13
2 -
10
21/2 -
11
3 -
11
31/2 -
11
4 -
GLACIAL
16
41/2 -
TILL
16
5 -
END OF BORING
51/2 -
6 -
61/2 -
7 -
71/2 -
8 _
81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
_
DATE
TIME
SAMPLED
DEPTH
CASING
DEPTH
CAVE-IN
DEPTH
DRILLING
FLUID LEVEL
WATER
LEVEL
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY
ON THIS LOG
None
taken
COMPLETED: 6/26/86
CC: CA: MZ Rig:
I
I
I
I
I
GROTECMNICAL ENIGINEERINO CORPORATION
GEC JOB NO: 4436 LOO OF BORING NO. 15
PROJECT: INNSBRUCK VILLAGE• BLOCK 1.1 FRIDLEY MINNESOTA
DEPTH,
IN
SURFACE ELEVATION: 977 � 7
N
WB
PL
REC
FIELD
& LABORATORY
TESTS
L' L
FEET
IDENTIFICATION
GEOLOGY
BPF
TYPE
MC
DEN
P.L.
q C
9
1/2 -
9
t -
11
11/2 -
14
2 -
FILL
10
21/2 -
16
3 -
16
31/2 -
16•
4
16
--GLACITL
41h -
`ND OF BORING
TILL
16
5 -
51/2 -
6 -
61/2 -
7 -
71/2 _
8 -
81/2 -
9 -
91/2 -
10 -
101/2 -
DEPTH DRILLING METHOD
WATER LEVEL
MEASUREMENTS
NOTE: REFER TO
DATE
TIME
SAMPLED
DEPTH
CASING I CAVE-IN
DEPTH DEPTH
DRILLINGATER
FLUM LEVEL
LEVEL
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY
ON THIS LOG
None
taken
COMPLETED: 6/26/86
CC: CA: MZ Rig:
TEST BORING AND LOGGING METHODS
STANDARD PENETRATION - SPLIT SPOON TEST
A 1-3/8" ID, 2" OD steel sampling tube is driven into the soils with a 140 -pound
hammer falling 30". The number of hammer blows required to drive the sampler
11, after an initial set of 1/2', is the standard penetration resistance ("N"
value).
The bore hole is advanced between sampling intervals with flight auger, hollow
stem auger, casing, or by rotary drilling with drilling fluid.
AUGER BORINGS
Auger borings are drilled by hand or with a power -driven auger.
The hand auger method consists of drilling the auger into the soil in increments
of approximately 4", then retracting the auger and observing the material re-
covered. This allows almost continuous observation of the soil'profile.
Two procedures are available in drilling power auger borings: "spinning" and
"pulling."
- In the spinning procedure, the auger is drilled into the 'ground in incre-
ments of 5', or less. The auger is then spun rapidly. Soil "rides up" the
flights of the auger to the ground surface, where samples are taken. In
general, this method results in reasonably accurate identification of the
soil profile above the groundwater table, but it can be very misleading -
particularly in sandy and gravelly soils - below the water table.
- In the pulling procedure, the auger is drilled into the ground and then
withdrawn to above the ground surface. The general soili profile can be
observed, and samples of materials adhering to the auger are taken. In
general, this method is considered to be a little more accurate than the
spinning method in soil above the groundwater table, and considerably more
accurate than the spinning method in soil below the groundwater table.
THIN-WALLED TUBE SAMPLES
Relatively undisturbed samples are taken with thin-walled tubes. The tube is
pushed into the soil and retracted with the soil sample inside the tube.
STATIC CONE TESTS
The static cone test consists of measuring the force required'to push a steel
cone penetrometer into soil. The cone is pushed at a rate of approximately 1/2"
per second. The static cone bearing pressure, qc, is the total1 load divided by
the projected end area of the cone. Cone diameters available are 1-3/411,
2-1/411, and 3". The apex angle is 60% A hand cone penetrometer is often used
in conjunction with hand auger borings. It has a 30° apex angle and a projected
end area of 0.5 square inches.
8/85 GEOTECHNICAL ENGINEERING CORPORATION
CORING
Coring is done with a diamond or carbide bit on a double -tubed barrel.
LOGGING
Both factual data and interpretive information is included on boring logs.
In general, the information on the righthand side and the bottom of a log is
considered to be essentially factual data.
In the "Identification" and "Geology" columns, the intent is to portray the soil
profile, or stratigraphy, based on interpretation of available,data. Since the
information shown is interpretive, it is subject to error. The accuracy of the
information shown is controlled by the type and amount of data available. In
general, there are three basic categories of information shown: 1) the soil
identification, or "classification" of materials; 2) geologic identification of
the soils; and 3) the depths of the contacts between soil layers.
Determination of the depth to contacts between soil layers is arrived at by
taking into consideration the action of the drill tools and the appearance of
materials recovered. On a given boring log, contacts shown with solid and
dashed lines are used to indicate higher and lower accuracy, respectively. In
general, the entire soil profile is not observed or sampled., Consequently,
indicated depths of contacts may be incorrect, and some materials or layers may
be undetected in a boring and may not be indicated on a boring log.
Boulders and other large objects generally are not recovered from test borings.
This is due to limitations on the size of particles that can be recovered.
Though there may be no specific reference to such materials on boring logs or in
a report, they may be present in the ground. This is particularly applicable to
deposits such as coarse alluvium, uncontrolled fill, glacial till, outwash,
tumblerock, and weathered bedrock.
Typewritten logs are prepared based on field logs. A field log may contain in-
terpretive information - such as notes regarding unusual drilling conditions -
which is not indicated on the typewritten log.
8/85 1 GEOTECHNICAL ENGINEERING CORPORATION
A,B,N,H:
AC:
CA:
CAS:
CC:
CONS:
COT:
DEN:
DM:
FA:
HA:
HSA:
HYD:
LL:
MC:
N:
PAP:
PL:
qp:
qc:
qu:
RD:
REC:
REV:
SA:
SS:
TW:
VANE:
WASH:
TERMINOLOGY ON BORING LOGS:
DRILLING, SAMPLING, AND ESTIN NOTATION
(Refer to attached sheets for additional information.)
Size casing or core.
At completion of boring.
Crew Assistant.
Casing.
Crew Chief.
One dimensional consolidation test.
Clean-out tube.
Dry density, pounds/cubic foot.
Drilling mud fluid.
Flight auger, power driven. P -pull; S -spin.
Hand auger.
Hollow stem auger.
Hydrometer analysis.
Liquid limit.
Moisture Content, percent of dry weight.
Standard penetration test, penetration resistance, or N value, in blows/foot
(unless otherwise noted).
Paper plug.
Plastic limit.
Pocket penetrometer strength, tons/square foot.
Static cone bearing pressure, tons/square foot.
Unconfined compressive strength, tons/square foot.
Rotary drilling, using drilling fluid and a cone-typelroller bit.
In split spoon and thin wall tube sampling, the length of sample recovered,
in inches. In rock coring, the length of core recovered as a percentage of
the total core run.
Revert drilling fluid.
Sieve analysis.
Standard split spoon sampler. Steel. 1-3/8" inside diam., 2" outside diam.
Thin-walled tube sampler.
Vane shear strength, tons/square foot. L - Laboratory; F - Field.
Sample of coarser -grained material from rotary drilli g fluid. Obtained
by screening the returning fluid or with a split spoo� sampler at the
bottom of the bore hole.
WAT: Water.
WB: Describes whether the sample appears to be waterbearing.
WH: Sampler advanced by static weight of drill rod and 140 lb. hammer.
WR: Sampler advanced by static weight of AW size drill rod.
-200: Amount of material finer than #200 sieve, per cent.
V : Water level symbol.
Note: The size of equipment is indicated by a number preceding the descriptive term.
For example, 2-1/2 CAS represents 2-1/2" diameter casing.
GEOLOGIC TERMINOLOGY
The geologic description indicates the apparent depositional origin or
stratigraphic name. Geologic identification is interpretive and subject
to error.
General categories of geologic deposits, and descriptive information is
as follows:
ALLUVIUM COARSE ALLUVIUM: Sandy (and gravelly). Stratified.
Deposited from fast moving waters in
streams, rivers, and deltas.
FINE ALLUVIUM: Clayey and/or silty. Stratified.
Deposited from slow moving waters in
streams and rivers.
BEDROCK Wide range of characteristics: from hlard, dense,
consolidated rock; to soft, compressible; and uncon-
solidated soil -like material.
FILL CONTROLLED: Compact, uniform material; inorganic;
no debris.
UNCONTROLLED: Loose or variable density. Mixture
of soil types. Often contains debris
and organic material.
GLACIAL TILL Normally contains a wide range of grain sizes, from
boulders through clay. Usually non -stratified.
Deposited directly from glaciers.
LAKE DEPOSITS Clayey. Laminated. Deposited from very slow moving
waters in ponds and lakes.
LOESS Silty. Non -stratified. Upper layer. Deposited from
wind.
OUTWASH Coarse alluvium deposited from glacial meltwaters.
SLOPE WASH Organic and/or inorganic material washed from slopes
and redeposited.
SWAMP DEPOSITS Peat, muck, and marl. Formed through accumulation of
organic material under water.
TOPSOIL Contains both inorganic and organic material. Upper,
black layer of soil. Formed by weathering of in-
organic soil and accumulation of organic material.
TUMBLEROCK Dominantly gravel, boulders and rock slabs. Deposited
from gravity flow down hills or cliffs.
WEATHERED BEDROCK Bedrock which has been substantially weathered through
disintegration or decomposition. Texture and composi-
tion grades into bedrock.
WEATHERED SOIL Texture, composition, and position is intermediate
between topsoil and non -weathered soil.
GEOTECHNICAL ENGINEERING CORPORATION
12/85
TERMINOLOGY ON BORING LOGS
GROUNDWATER
Groundwater information is shown on boring logs: 1) under "Water Level
Measurements" and 2) in the "WB" column.
Information under Water Level Measurements includes:
- The depth to the water level (or drilling fluid, if used) and the depth to
the bottom of the hole (cave-in). Water level and cave-in measurements are
taken with a weighted measuring tape. If free-standing water is not
encountered in the hole, the term wet, or dry, is indicated under "Water
Level." This means that the soil adhering to the end of the measuring tape
did, or did not, respectively, appear to be saturated.
- The depth sampled and the depth of casing (or hollow -§tem auger) for
measurements made during the progress of the boring.
Date and time of measurements.
Notation in the WB (waterbearing) column describes whether soil samples appear
to be waterbearing or saturated. "Y" means yes, "N" means no, and "?" means
questionable or indefinite.
Frozen soil which has thawed appears saturated. This may account for an iso-
lated "Y" symbol near the top of the WB column on a boring log.
Determination of the depth to the groundwater table is an interpretive process.
The determination is based on various factors, including: water level measure-
ments, the presence and type of drilling fluid, the appearancelof samples, sub-
surface conditions, site conditions, and weather conditions.
The water level symbol, 1, in the WB column indicates the apparent depth to the
groundwater table at the bore hole. The accuracy of the indicated depth to the
groundwater table can be quite variable. The water level symbol with an arrow
pointed downward (or upward) indicates that the water level is,at or below (or
above) the level indicated. Absence of the water level symbol does not
necessarily mean groundwater was not encountered, or that the water table or
piezometric surface was not penetrated.
The presence of groundwater in the soil and the level of the g'roundwater table
can change with time. The information in the WB column is based on observations
and measurements made at the time the boring was drilled and the water level
measurements were taken.
3/86 1 GEOTECHNICAL ENGINEERING CORPORATION
GEOTECHNICAL ENGINEERING CORPIORATION
1925 Oakcrest Avenue • Roseville, Minnesota 55113 a (612) 636-7744
7373 - 147th Street West a Apple Valley, Minnesota 55124 a (612) 431-5266
REPORT OF DENSITY TESTS
PROJECT,
REPORTED TOt
PROPOSED
TOWNHOUSE
DARRELL A.
FARR
DE ELOPMENT
INNSBRUCK
VILLAGES
4600 LAKE ROAD
BLOCK 11
MINNEAPOLIS, MINNESOTA 55422
FRIDLEY,
MINNESOTA
GEC JOB NO,
4436
COPIES TOt
DATE,
JULY
21, 1986
REPORT NOt
4416-1
FIELD DENSITY
TEST DATA
Date
oct
Laion
Eley.
DDry Molls.
MT
Percent
Nc.No. Compaction Remarks
1 6/16/86
See
attached sketch.
975
100.0 22.4
3
2 95
2 6/16/86
See
attached sketch.
976-1/2
97.0 19.7
3
90
3 6/16/86
See
attached sketch.
974-3/4
106.8 17.4
3
1 100-1/2
4 6/16/86
See
attached sketch.
979-1/4
110.8 17.4
4
105
*Proctor #1 = Method C; Proctor #2 = Method A
Method: Sand Cone (ASTM D1556) _X_; Nuclear (ASTM 02922) ; Balloon (ASTM D2167)
LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS IPROCTORI
Soil 08p t. Mole. Max. Dry
No. Description Go ent Depaifty
1 Sandy clay, brown, with a trace of gravel, (CL) 1 e0 108.0
2 Sandy clay, brown, (CL) 18.8 105.5
Procedure & Method, Standard (ASTM D696)_. -;Method mit, ;Modified (ASTM D1557)..�.—.
GEOTECHNICAL ENGINEERING CORPORATION
To protect the eddnuee, the pubUc, and ourselves, This reperl land all supporting
intmade otiar is provided for the addressee's own use. No representations are
made to parties other than th• addnasee.
GEC Job No. 4436
BLOCK NO.
1 2
97yG� 9'7�i
� 3
� 3
/ND/V/DUAL wr BASEMENT SLAB ELEVAT
AND EXTERIOR GRADES SONS
SKETCH #1
GEOTECHNICAL ENGINEERING CORP.
1925 Oakcrest Avenue 7373 W. 147th Street
Roseville, MN 55113 Apple Valley, MN 55124
(612) 636-7744 (612) 431.5266
SHEET NO. 1
OF 2
,
.-D rawn& BY CWB
DATE 7/11/86 _
CHECKED BY
DATE
SCALE NnnP
P&D m2ml Nies ft. Wnn. Mm 0101.
J
` GEOTECHNICAL ENGINEERING CORP.
1925 Oakcrest Avenue 7373 W. 147th Street
Roseville, MN 55113 Apple Valley, MN 55124
(612) 636.7744 (612) 431.5266
SHEET NO. 2 Of 2
Drawn .,BY CWB DATE —
CHECKED SY DATE 7117186
None
SCALE
"MW M1NCi,9 6c. WIR Wp U41L
� c[t@ct/se aoq. 1. 19111
CITY OF FRIDLEY
APPLICATION FOR POWER PUNTS AND HEATING, CODLING, VENTILATION, REFRIGERATION AND
AIR CONDITIONING SYSTEMS AND DEVICES
RATE SQIEDULE
MUSIDENTIAL
Furnace Shell and Duct Work,
Burner (Also replacement furnace)
Gas Piping
)piping meaded with new furnace)
Gas Range
Gas Dry"
RATE TOTAL Job Address
$ 20.00
$ 10.00
$ 10.00
$ 10.00
a Air Conditioning (all rises) $ 10.00
All Others/Repairs and Alterations
11 of Value of Appliance or Work
CO!ltERCIAL/INDUSTRIAL
11 of Value of Appliance or Work
State Surcharge
Reinspection Fee ($15.00)
Rough insp.
Date
Final Insp. l - 1� -
Date
Approval for Permit 44
HINIHUM FEE FOR ANY HEATING PERMIT IS $10.00
PWS $.So STATE SURCHARGE
1511 N. Innsbrook Dr.
$ 20.00 Department of Buildinga. ball University Ave. N.t.. Fridley. HN 55432
City of Fridley
$ 10.00 Tel. 1571-3450
S The undersigned hereby naked application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Bods
$ and rulings of the Onwrt,rent of Buildings, and hereby declares that all the
facts and representations stated in this application are true and correct.
$ 10.00 Fridley. Rinn.Sept. 5, 1986
Farr Development
S
S
$ .50
S 40.50
s
Attach stack verification tots with replacsent furnace permits
*Air Conditioners can not br placed in Keds yard without
written permission from adjoining neighbor.
OWNER
f rame
RIND or BUILDING
USED AS residential
To BE COMPLETED ABOUT
ESTIMATED cast 3200.00
BLD - NEW BUILDING PERMIT MD. PERMIT 00.
DESCRIPTION Or EUMA[NBUIMER
HEATING or POWER PLANTS. Steam, Not Water. Wats Air- No.
,Frade %. Carrier slae m,, 58GS075
Capacity Sq. Ft. MR ITU y� HP
Total Connected load Rind of Mel gas
BURNER - Trade Name Sia@ No.
Capacity Sq. Ft. WR BTU NP
Dependable Htg. & Air
Company
Signed By"
757-5040
Tel. No.
HEAT OSS CALCULAT
Customer Name -
City
Dealer Nang EPE nivel t: HEATINIM ,a_
Street rGONDIT .
City
ION ° TEMP. DIFF..
Wi *ws and Doors—Crackage and Ara
3 Ila
23-2
y�737
No W'dth Height No. of Lin..l h. Ane
of rve of sive Lights of are" q. h.
No Width Height No. of Lin.el It. Are
of one of pone L hit of crack p. h.
00 2
a
Coef. Btu
Infiltration
o 3
Coef. I
Btu
Infiltration
m?
Net exp. wall
471
3
Glass
Ceilings'
3 300
F loaf
_Glass
Exp. wall
Exp. wall
00
Net exp. will
Net exp. wall
6 61
i
Int. wall
Int. wall
Ceiling
Ceiling
o0
3
ace
Floor
Total Btu. 12L _R
aF1.1 fJ Room Length Width 5- Height 8
Windows and Doors—Crackage and Ara
3 Ila
23-2
y�737
No W'dth Height No. of Lin..l h. Ane
of rve of sive Lights of are" q. h.
ENT ('_
00 2
a
Coef. Btu
Infiltration
o 3
Glace
_
Exp. wall
L 'Sto
Net exp. wall
A
Int. wall
Ceilings'
3 300
F loaf
_Glass
Exp. wall
Total Btu.
i j L r Room I Length %v Width /o Height
Windows and Doors—Crackage and Ara
3 Ila
23-2
y�737
N. W�A/h Height No. of Line.l h. Area
of rwn• n1 "ne l n of arch eq. h.
ENT ('_
00 2
a
Coal. Btu
Infiltration
o 3
Glass
_
Exp. wall
L 'Sto
Net exp. wall
A
Int. wall
Ceiling 00
3 300
Floor
_Glass
Exp. wall
Total Btu. I 500
Type Construction -
Windows Storm Sash
Walls . Ins.
Ceiling Ins.
Flow
F I. V/ /lY Room I Length _DV Width o b Height B
Windows and Doors—Craduge and Ara
3 Ila
23-2
y�737
Width N.IgM No. of Lineal ft. At"
No, of of M Limit" of Week p• h•
ENT ('_
00 2
a
CoM. Btu
Infiltration
o 3
coef.1 Btu
Infiltration
Exp. wall
L 'Sto
Net exp. wall
A
Glace
Ceiling
G?
_Glass
Exp. wall
S
Net exp. will
a SL
i
Int. wall
Ceiling
o
S
Floor
Total Btu. 1 / 32
::) F I.I FJ) Room I Lenath J5— Width /a Height e
Windows and Doors—Crm*age and Ara
a 3CJPJ
q sea
No. Width Night No. of Lineal h. Ano
of M M no Lash" of crwa . N.
00 2
CoM. Btu
Infiltration
o 3
Coef. Btu
Infiltration
Exp. wall
L 'Sto
Net exp. wall
/® 'VeRb
Glace
Ceiling
G?
Exp. wall
I-V I.
Net exp. wall
/?3
/✓ ��
Int. wall
Ceiling
o
S
Floor
Total Btu.
I F1.1 Room I L a Width /,8 ~t S
Windows and Doors—Cradcage and Ara I
a 3CJPJ
q sea
Nn. of Pam 'eight Pam No. o eifwal h. Annf crwk 111-
00 2
CoM. Btu
Infiltration
o 3
Glass /�
Exp. wall
Net exp. wall
/® 'VeRb
Int. wall
Ceiling
Floor
Total Btu. It _59,410
CITY OF FRIDLEY
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO.
RATE
y
New Fixtures
T
y
Future Fixtures
q
$ 3.50
U
Old Opening, New Fixture
X
T
$
Mater
m
e
V
.a
Blow Off Basin
a
$ 5.00
N
a ra
$ 5.00
m
4 M
LL
$ 5.00
$
Hydraulic Valve
Heater
S 5.00
d
C
$ 5.00
$
star Treating Appliance
CZ~ua$O3C4u
00u
$
Hot Mater Heater
$ 5.00
Gas Range
$ 10.00
$
Gan Dryer
O
a
$
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
°•Ci
t
Appliance
g
State Surcharge
$ .50
Reinspection Pea $
($15.00)
b
FEE
w
o
wa
U4 4162
o
as
lec
lot
2nd
3rd
4th
(R) 0 Future Connection Opening
Connected with Sewer
M - New Fixture, Old Opening
Nater
RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO.
RATE
TOTAL
New Fixtures
$ 5.00
$
Future Fixtures
$ 3.50
$
Old Opening, New Fixture
$ 1.50
$
Beer Dispenser
$ 4.00
$
Blow Off Basin
$ 5.00
$
Catch Basin
$ 5.00
$
Rain Nater Leader
$ 5.00
$
Hydraulic Valve
S 5.00
$
:Sump or Receiving Tank
$ 5.00
$
star Treating Appliance
$ 7.00
$
Hot Mater Heater
_�
$ 5.00
$ j QQ
Gas Range
$ 10.00
$
Gan Dryer
$ 10.00
$
ALL OTHERS AND/OR REPAIRS AND ALTERATIONS
1% of Value of Fixture or
Appliance
$
State Surcharge
$ .50
Reinspection Pea $
($15.00)
TOTAL
FEE
t[tective Aug. 1, lyai
Job Address
Department of Buildings
City of Fridley
Tel. 1571-3450
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and hereby declares that all
the facts and representations stated in this application are true and correct
j� /
Fridley, Mn. 9 -
OWNER _�Jac_r re- l A, P rr 049 UBOdbe'A"10 - Cav A9>
KIND OF BUILDING
USED AS
TO BE COMPLETED ABOUT
ESTIMATED COST
OLD - NEN BUILDING PERMIT NO. PERMIT NO.
Company A1114 Oki �D � =7n c .
Signed By �iggZK ®'+.Tc -
Tel. No. `f Z � - Z J Z
ROUGH INSP.
Date
FINAL INSP. ?, — ;L — 0 7
Date
APPROVAL FOR PERMIT 4i
MINIHU4 FF:E FOR ANY PLUMBING, PERMIT IS $10.00
PLUS THE $.50 STATE SURCHARGE
FF
CIZYOF
FRIDLEY
CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-3450
August 25, 1986
Daniel Farr
Farr Development Corporation
4600 Lake Road Avenue
Robbinsdale, MN 55422
RE: Townhouse under construction at .15��-Nort-h-.Inn-shrunk=-Dr_;
Prior to issuance of the building permit for the above site we discussed
the need to provide landscaping to replace that which was taken out and
also to provide adequate screening for the area. Please submit a plan
describing what plantings have been removed and if any others need to be
taken out (I understand there may be dead trees that have to be removed),
and what you propose to plant at the site to replace the lost plantings
and to provide proper screening. Please respond by September 4, 1986.
Sincerely,
Ric Wiersma
Code Enforcement
Ww / lmn
G-86-387
September 26, 1986
Dave Emery
Innsbruck Village Assoc. Pres.
5633 W. Bavarian Pass
Fridley, MN 55432
Dear Dave:
There seems to be a concern regarding the tree line located
behind the townhouse on N. Innsbruck Drive. We have talked
about it in the past but there seems to be other residents
worried enough about it that they have called the city about
it.
When I talked to the city, I told them that I had been in
contact with you or. this matter, and that you didn't really
care what happened to the trees. I told the city we would
keep as many tress as possible as long as they didn't in-
terfere with the decks. In my estimation, any trees within
8 feet of the actual building or withing 2 - 3 feet of the
decks would have to be knocked down so they didn't overhang
onto the decks. ._
I hope this will be acceptable to those residents that are
concerned about the trees. .
Sincerely,
DARREL A. FARR DEVELOPMENT CORP.
DANIEL J. FARR
Project Coordinator
DJF:seg
C, C. 0—Q.°c�.�
D �'
"RREL A. rARR
zvaopmmr COR,
TELEPHONE 612/536-9936
4600 LAKE ROAD
MINNEAPOLIS, MINNESOTA 55422
�s
Cf[YOF
FRIDLEY
CIVIC CENTER - 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 - PHONE (612) 571-3450
January 9, 1987
Darrel Farr Development Corp.
4600 Lake Road
Robbinsdale, M1 55422
Re: Final Inspection at 1511 North Innsbruck Drive N.E., Fridley
Dear Sirs:
A final inspection was conducted on January 8, 1987 of the above address
and the following items were noted which must be completed before the
structure can be" finaled:
1. Provide post support for back door landing by January 26, 1987.
2. Provide handrails on both garage steps and inside stairs by
January 26, 1987.
3. Provide guardrail on inside stair by January 26, 1987,
4. Secure patio door on upper deck until permanent deck supports are
provided, by January 26, 1987.
5. Provide and secure sump basket cover by January 26; 1987,
6. Provide cover for outside sewer clean-out by January 26, 19.87.
We will expect the above items to be completed by the scheduled date when
a reinspection will be conducted to determine compliance. If you have
any questions on these items, please feel free to contact me at 571-3450.
Sincerely,
DARREL G. CLARK
Chief Building Official
DGC/mh
CI7YOF
FRIDLEY
CIVIC CENTER - 6.431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 - PHONE (612) 571-3450
April 27, 1987
Mr. Dan Farr
Darrel Farr Development Corp,
4600 Lake Road
Robbinsdale, MN 55422 /
Re: Final Inspections on 1511,✓
and 5462 Meister Road N.E.
Dear Mr. Farr:
1513, 1515, 1517 North Innsbruck Drive N.E.
Final inspections were conducted on April 24, 1987 of the above addresses
and it was noted that the buildings are complete and the construction has
been finaled.
The buildings are approved for occupancy.
If you have any questions on this matter, please feel free to contact me at
571-3450.
Sincerely,
A .,,W Z
DA G. CLARK
Chief Building Official
DGC/mh
City of Fridley
SuB.IECT
HstAWT NO.
'? 4 9 ;? 9
AT THE TOP OF THE TWINS
BUILDING PER MIT(
N
'EIPT
� • COMMUNITY DEVELOPMENT DIV.
r PROTECTIVE INSPECTION SEC
1
r
fl f "1 CITY HALL FRIDLEY 55432
NUMBER
REV
DATE
PAGE OF
APPROVED By
612-571-3450
910415
3/28/97
JOB ADDRESS See Below - Multiple Buildings
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
SHEET
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO
Columbus Exteriors Inc 2131 111 In, Coon Rapids MN 55433 868-9195 3509
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO
6 USE OF BUILDING
Townhouse Buildings
7 CLASS OF WORK
C.; NEW C] ADDITION = ALTERATION REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Reside 11 Buildings
9 CHANGE OF USE FROM TO
STIPULATIONS
Install building wrap and have inspection of same unless manufacturer's
specifications state it is not required.
5600,5602,5604,5606 North Innsbruck Ct;(-15-1-1)1513,1515,1517 North Innsbruck Dr;
1510,1512,1514,1516 Trapp Ct; 1531,1533,1535,1537 Trapp Ct; 1511,1513,1515,1517
Trapp Ct; 5610,5612,5614,5616 W Bavarian Pass; 5621,5623,5625,5627 W Bavarian Pass;
5631,5633,5635,5637 W Bavarian Pass; 5651,5653,5655,5657 W Bavarian Pass; 5680,
5682,5684,5686 West Bavarian Pass; 5691,5693,5695,5697 West Bavarian Pass
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
TYPE OF CONST
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING
THISPERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO FT
CU FT
AUT,ORIZED IS NOT COMMENCED WITHIN 60 DAYS. .OR IF CONSTRUCTION
OR VvORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED
NO DWLG UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
@@
WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT
$232,000
$116.00
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PRO:;SIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STQ_�TION OR THE PERFORMANCE OF CONSTRUCTION
$1,547.25
Fire SC $232.00
PLAN CHECK FEE TOTAL FEE
p'�
.
I
Lie SC/$ 5 $1,900.25
H N P ERLY V IDA'. ED THIS IS YOUR PERMIT
_.. ----- '--- --- -_..--��-
— - �7
DATE,
iDG °.o ;<rf
I
suejEcr
City of Fridley
F12;-
AT THE TOP OF THE TWINS
BUILDING
PERMIT
R T NO.
COMMUNITY DEVELOPMENT DIV.
r PROTECTIVE INSPECTION SEC.
ZS4
I �
NUMBER
REV
DATE
PAGE OF
APPROVED BY
CITY HALL FRIDLEY 55432
�
L 612-571-3450
910415
11/16198
JOB ADDRESS
1511 North Innsbruck Drive NE
1 LEGAL
LOT NO.
BLOCK
TRACTOR ADDITION
SEE ATTACHED
DESCR.
1
1 11
Innsbruck Villages
SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP
PHONE
Jon Kittels
574-2119
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO
Owner
a ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW O ADDITION O ALTERATION jk REP IR O MOVE O REMOVE
B DESCRIBE WORK
Construct 24' x 6'10" deck
9 CHANGEOFUSEFROM TO
STIPULATIONS
See notations on plan.
TYP OF CONST.
OCC FANCY GROUP
OCCUPANCYLOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT
CU FT.
AUTHORIZED IS NOT COMMENCED WITHIN ED DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED. '
NO DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
ISTAL
S GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$2188
$1.09
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION
$74.75
Fire SC $2,.18
%'
PLAN CHECK FEE
AL FEE
7$78. 0
yy��s��_
SIG OUR OF cR/aG7pwORAUTMOR4EDeGENT �OArEr
PR
ERLY
TED THIS I OUR PERMIT
00
`�
S,GNATURE OF OWNERoF OWNER BWLDERi iDATE,
BIOG SP
gA1E
NEW [s ] Effective 1/1/98
ADDN [ ] CITY OF FRIDLEY
ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION 7
ConstructionAddress: /,5-// Z14'tll
Legal Description:
Owner Name &Address: Tc) jrTel. #
Contractor: MN LICENSE#
Address: Tel. #
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it tol scale.
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
DESCRIPTION OF IMPROVEMENT'
Length Width Height
Length Width Height
Length _ Width (o CLla Hgt/Gr�und
Sq. Ft.
Sq. Ft.
Sq. Ft.�
.% Aft
Construction Type: l ,ca:r4 jAj1y,,yd Estimated Cost: $�
(Fee Schedule on Back)
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $
DATE: E -;Z 7-119 APPLICANT: &® v`. I-eTTds®, Tel. #
TOTAL $ 7., 0Y -
STIPULATIONS:
CITY USE ONLY
Permit Fee
$ .7S
Fee Schedule on Reverse Side
Fire Surcharge
$ .24
.001 of Permit Valuation (1/10th%)
State Surcharge
$
$.50/$1,000 Valuation
SAC Charge
$
$1000 per SAC Unit
License Surcharge
$
$5.00 (State Licensed Residential Contractors)
Driveway Escrow
$
Alt. "A" or Alt. "B" Above
Erosion Control
$
$450.00 Conservation Plan Review
Park Fee
$
Fee Determined by Engineering
Sewer Main Charge
$
Agreement Necessary [ ] Not Necessary [ ]
TOTAL $ 7., 0Y -
STIPULATIONS:
sueJEtr
RMIT NO.
City of Fridley
30745
AT THE TOP OF THE TWINS
BUILDING
PERMIT
NO.
COMMUNITY DEVELOPMENT DIV.
PROTECTIVE INSPECTION SEC.
1#01�1
CITY HALL FRIDLEY 55432
NUMBER
REV
DATE
PAGE OF
APPROVED BY
L J\ 612-571-3450
910415
3/17/00
JOB ADDRESS 1511, 1513, 1515, 1517 North Innsbruck Drive
NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DEscR.
3
11
1 Innsbruck Villages
SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP PHONE
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO
Stock Roofing Inc 3840 205 In, Anoka MN 55303
213-1455
3112
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO
8 USE OF BUILDING
Residential Townhouse Garage
7 CLASS OF WORK
O NEW O ADDITION O ALTERATION] REPAIR O MOVE O REMOVE
8 DESCRIBE WORK
Reroof Garage Building (20 Sq) Tear -off
9 CHANGE OF USE FROM TO
STIPULATIONS
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING. HEATING,
TYPE OF CONST,
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT
CU FT.
AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS
GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$1,748
$.87
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR TH NCE OF CONSTRUCTION
$63.15
Fire SC
$1.75
a`)
PLAN CHECK FEE
TOTALFEE
`�-�`S
L nse SC $5
-OR
$70.77
SIGNATURE OF CON TRACTOR OR AUTHORIZED AGENT [DATE,
PROP
VALIDATED THIS IS YOUR ERMIT
A
)WHEN
BLDG IN
v
DAT
S-GNATURE OF OWNEROF OWNER BUILDERI IDATEi
NEW [ I Effective 1/1/2000
ADDN [ j CITY OF FRIDLEY (763) 572-3604 Bldg Insp�
ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
�\ ��-
r
Construction Address: _ i S /. 3 - / Si7 a s J�ae c� per.
Legal Description:
Owner Name & Address: _ Tel. #
Contractor.Sj1v� �og� i �C MN LICENSE # 311P-
Address:
311ZAddress: 3��y z as �`:Z.v f'%.�-o,F,V s Sao _? Tel. # 6 /Z d/3- /ySS
Attach to this application, a Certificate of Survey of.the
CITY USE ONLY -
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Call (763) 572-3604 for Permit Fees If mailing in application
$ • �� Fee Schedule on Reverse Side
$ �� %S� .001 of Permit Valuation (1/10th%)
$ $.50/$1,000 Valuation
$ ' $1100 per SAC Unit
66 $5.00 (State Licensed Residential Contractors)
"A" or Alt. "B" Above
$450.00 Conservation Plan Review
$ Fee Determined by Engineering
Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ]
TOTAL
STIPULATIONS:
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA:
Length
Width Height
Sq. Ft
GARAGE AREA:
Length
Width Height
Sq. Ft
DECK AREA:
Length
Wd , Hgt/Gr. nd
Sq. Ft
OTHER:
i
O
�O
Construction Type:
Estimated Cost.
Driveway Curb Cut Width Needed:
Ft. + 6 Ft = Ft x $ _ $
DATE: 3 " S'
APPLICANT:
Tel. #
CITY USE ONLY -
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Call (763) 572-3604 for Permit Fees If mailing in application
$ • �� Fee Schedule on Reverse Side
$ �� %S� .001 of Permit Valuation (1/10th%)
$ $.50/$1,000 Valuation
$ ' $1100 per SAC Unit
66 $5.00 (State Licensed Residential Contractors)
"A" or Alt. "B" Above
$450.00 Conservation Plan Review
$ Fee Determined by Engineering
Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ]
TOTAL
STIPULATIONS:
CITY OF FRIDLEY PERMIT N6.::::2004-01977
6431 UNIVERSITY AVENUE NE
FRIDLEY, MN 55432 DATE ISSUED: 10/26/2004
572-36U4 YAX: (763) 571-1287
ADDRESS : 1511 N INNSBRUCK DR NE
PIN : 243024410195 R or)6 8 3
LEGAL DESC : INNSBRUCK VILLAGES
: LOT 1 BLOCK 11
PERMIT TYPE : BUILDING
PROPERTY TYPE : MULTI DWELL
CONSTRUCTION TYPE : ROOFING
VALUATION : $ 21,739.00
NOTE: INSTALL PER MANUFACTU_RERS�SPE�WICATIO�NS. UNDERLAYMENT PER STATE BUILDING CODE. REROOF
BUILDING WHICH INCLUDES 1511, 1513, 1515 AND 1517 NORTH INNSBRUCK DRIVE.
STATE LICENSED CONTRACTOR 1
APPLICANT
ALLSTAR CONSTRUCTION
840173 AVE N STE 80
BROOKLYN PARK, MN 55428-
JZl
GASSEN MGMT CO.
9
AGREEMENT AND SWORN STATEMENT
This permit becomes null and void if work or construction
authorized is not commenced witin 60 days or if construction
or work is suspended or abandoned for a period of 120 days
at any time after work is commenced.
I hereby certify that I have read and examined this
application and know the same to be true and correct. All
provisions of laws and ordinances governing this type of worl
will be complied with whether specified herein or not. The
granting of a permit does not presume to give authority to
violate or cancel the provisions of any other state or local law
regulai% constriction or the performance of construction.
BUILDING PERMIT FEE 349.25
FIRE SURCHARGE 21.74
STATE SURCHARGE, VALUE 10.87
LICENSE SURCHARGE 5.00
TOTAL 386.86
PAID WITH CHECK # 65625
Bldg Insp) Dat4 4 %i --) I / - ' ~
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
NEW [ ] CITY OF FRIDLEY Effective 4/1/2004
ADDN [ ] 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp
ALTER SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax
BUILDING PERMIT APPLICATION
�-
Construction Address:
Legal Description:
Owner Name & Address: UA9�6Q MANAc,�eAAVer - rM f�d /etc- 6ASSe� Tel. # Q'557!5
Contractor: 8I5 av— ConS4Ruciwfl IA -c- MN LICENSE#
Address 801 31ZA AlUe- d 2 -M ClZ Tet. # -76,3 55-5-17-166
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA: Length Width Height Sq. Ft.
GARAGE AREA: Length Width Height Sq. Ft
DECK AREA: Length Width / Hgt/Ground Sq. Ft.
OTHER: ReP-001= E50lLbjA& 6�/��J�iL
Construction Type: Estimated Cost: $ V -75'7—
Driveway
3`7—
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $
DATE:/0/05/04 APPLIC&5� '�� , i��� ��% Tel. # 70535-M)
Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call
you for card number.
Permit Fee
Plan Review
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Charge
TOTAL
CITY USE ONLY -
$�� Fee Schedule on Reverse Side
$ �65% of Permit Fee
.001 of Permit Valuation (1/10th%)
$ /� �� $.50/$1,000 Valuation
$ $1350 per SAC Unit
$ . 00 $5.00 (State Licensed Residential Contractors)
$ Alt. "A" or Alt. "B" Above
$ $450.00 Conservation Plan Review
$ Fee Determined by Engineering
$ Agreement Necessary [ ] Not Necessary [ ]
$ '366.8 � STIPULATIONS:
Building
MECHANICAL
Permit No.: 67�
Inspections
RESIDENTIAL APPLICATION
Received By:
763-572-3604
CITY OF FRIDLEY
Date R�'eQ ' 3 0 2
DATE �'��' UR E-MAIL ADDRESS
SITE ADDRESS J5II = S
�
THIS APPLICANT IS: ❑ OWNER @e05N_ TRACTOR
PROPERTY
NAME: JMA).
OWNER/
//��55�7
ADDRESS: �. I)S !4 ITY / ? STATE ZIPS7dh
TENANT
PHONE:
CONTRACTOR
COMPANY NAME:
SUBMIT A COPY OF
CONTACT PERSON:r�
D Fj EXP DATE l' f1 C 7
YOUR STATE
LICENSE WITH
STATE LICENSE # / a
ADDRESS:• CITY S STATENd IP 7
APPLICATION
PHONE �// FAX
PERMIT TYPE
US GLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE
TYPE OF WORK:
❑ NEW EPLACEMENT ❑ ALTERATION/REMODEL
DETAILED DESCRIPTION OF WORK > `? 2 041,II1 W 41 &Alb•
PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the
improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor )
Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor x.05 =
FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL
NUMBER OF EACH BELOW)
Equipment Installed MFG: /o/ r? MODEL:�� �� SIZEIBTU
MFG: MODEL: SIZEBTU
/ MFG: MODEL: SIZEIBTU
'✓ A/C $25.00 FIREPLACE (GAS) $15.00 _GAS RANGE/OVEN $10.00
AIR TO AIR EXCHANGEER $15 PLACE (WOOD) $35.00 _NEW GAS GRILL $10.00
$35.00 10 FURNACE $35.00 _GAS UNIT HTR $10.00
_BOILER
LINER $10.00 DRYER $10.00 _POOL HEATER $35.00
_CHIMNEY _GAS
DUCT WORK $10.00 PIPING $10.00 VENTILATOR $15.00
_GAS
_ .-
E.:.. ._,... ._
Number of fixtures @ $10.00 x $10.00 = $
Permit Fee $
Surcharge $ .50
Number of fixtures @ $15.00 x $15.00 = $
TOTAL DUE $
Number of fixtures @ $25.00 x $25.00 = $—
Number of fixtures @ $35.00 �_ x $35.00 = $
State Surcharge = $ 50
Total = $
THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED
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 of Fridley and with the Minnesota Construction Codes; that 1 understand this is
not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the
approved plan in the case of all Hp which r uir s rev'e'w Pd approval of plans.
/r A)aA DATE�� �!
SIGNATURE OF APPLICANT G�� PRINT NAME I.
r
City of Fridley
Building Inspections Department
6431 University Avenue NE, Fridley, MN 55432
763-572-3604
FAX: 763-502-4977
07
City of Fridley Residential Mechanical Application Page 2
REQUIRED INFORMATION NEEDED TO PROCESS PERMIT
RESIDENTIAL PERMIT APPLICATION HVAC
0 NEW HOMES/ADDITIONS XEXISTING HOME ❑ MAKE-UP AIR
REQUIRED FOR NEW/EXISTING HOMES
1. Combustion Air (See note below)
a. Oil or solid fuel IMC Chapter 7 with MN Amendments
b. Natural Gas or Propane/IFGC Chapter 3 with MN Amendments
2. Make-up Air (See note below)
a. IMC Chapter 5 with MN Amendments
3. Venting
a. Gas appliances IFGC Chapter 5 with MN Amendments
b. Fuel other than gas IMC Chapter 8 with MN Amendments
REQUIRED FOR NEW HOMES
4. Heat loss & cooling load per room
a. Required on new construction IMC 1346.0312
5. Ventilation
a. Per MN Energy Code 7670 or 7672
6. Duct Design Per IMC 1346.0603.2
a. ACCA Manual D
NOTE: Centerpoint Energy Mechanical Code Guidelines software may be used for
combustion and make-up air calculations.
Building
MECHANICAL
Permit No.: + 515
Inspections
RESIDENTIAL APPLICATION
Received By:
763-572-3604
CITY OF FRIDLEY
Da 'd
763-502-4977 FAX
EFFECTIVE 1-1-08
DATE t O YOUR E-MAIL ADDRESS
SITE ADDRESS 157/1- 6P r••E.
THIS APPLICANT IS: ❑ OWNER CONTRACTOR
PROPERTY
OWNER/
NAME: r ; �..,, • n
ADDRESS: �S"/I blr�k or- CITY r"i'4!& STATE�ZIP 5'54/3
TENANT
X 23
PHONE: 7G-2- S 7/ —.13 2 3
CONTRACTOR
COMPANY NAME:
CONTACT PERSONHba Ei
NOTE:
SEPARATE CITY
_
STATE LICENSE # Ucense 20512060 EXP DATE
LICENSES ARE
REQUIRED FOR GAS
AND HVAC.
2700 N. Rdrview •
DRESS: Rose0e, MH 55113 CITY STATE ZIP
6511103-21561
SUBMIT COPY OF BOND
PHONE FAX
AND INSURANCE
PERMIT TYPE
❑ SINGLE FAMILY ❑ TWO FAMILY PdOWNHOUSE
TYPE OF WORK:
NEW ❑ REPLACEMENT ❑ ALTERATION/REMODEL
DETAILED DESCRIPTION OF WORK 1 n s w (� GAwt F' < < < G % n Se / W �G �S •t -
PER MS 1613.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the
improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor )
OR
Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor x .05 =
FOR PROJECTS WHERE LABOR EXCEEDS $50 , FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL
NUMBER OF EACH BELO ��
Installed MFG: ca �1 10 MODEL: (3 -.�' N SIZE/BTU
Equipment ,��_
MFG: MODEL: SIZEBTU
MFG: MODEL: SIZEBTU
$25.00 FIREPLACE (GAS) $15.00 _GAS RANGEIOVEN $10.00
_A/C
TO AIR EXCHANGEER $15 (WOOD) $35.00 _NEW GAS GRILL $10.00
_AIR _FIREPLACE
$35.00 $35.00 _GAS UNIT HTR $10.00
_BOILER _FURNACE
LINER $10.00 DRYER $10.00 _POOL HEATER $35.00
_CHIMNEY _GAS
WORK $10.00 GAS PIPING $10.00 _VENTILATOR $15.00
_DUCT
,dry^
Permit Fee $ Number of fixtures @ $10.00 x $10.00 = $
Surcharge $ .50 Number of fixtures @ $15.00 x $15.00 = $�s _
TOTAL DUE $ 7-l) OR Number of fixtures @ $25.00 x $25.00 = $
Number of fixtures @ $35.00 x $35.00 = $
State Surcharge = $ .50
MINIMUM $15.50 MINIMUM $15.50 Total = $ -
THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED
I hereby apply for a mechanical 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 of Fridley and with the Minnesota Construc 'on Cod4; that I understand this is not a permit but only an application for a permit and work is not to
start without a permit; that the work will be in accor ance with dx1pprove plan in the case of all work which requires review and approval of plans.
SIGNATURE OF APPLICAN PRINT NAME tdi n�i s �l� L� D %
APPROVED BY J�0 � Zoe
__ .. e3� . ...... ....:. ,.... .� x...... ,.., .J.`.,..... `., wrr . ,„
City of Fridley
Building Inspections Department
6431 University Avenue NE, Fridley, MN 55432
763-572-3604 FAX: 763-502-4977
City of Fridley Residential Mechanical Application Page 2
REQUIRED INFORMATION NEEDED TO PROCESS PERMIT
RESIDENTIAL PERMIT. APPLICATION HVAC
❑ NEW HOMES/ADDITIONS ❑ EXISTING HOME ❑ MAKE-UP AIR
�rt9 ,ea rstserrA of SMOH X4 rlflsi .
We" is Ahs®H swamil pwit,
tY89�t80S ,.:
REQUIRED FOR NEW/EXISTING HOMES ' er ei! 14 i8q '� vA�:.
eP��� � sowee��<
1. Combustion Air (See note below)
a. Oil or solid fuel IMC Chapter 7 with MN Amendments
b. Natural Gas or Propane/IFGC Chapter 3 with MN Amendments
2. Make-up Air (See note below)
a. IMC Chapter 5 with MN Amendments
3: Venting
a. Gas appliances IFGC Chapter 5 with MN Amendments
b. Fuel other than gas IMC Chapter 8 with MN Amendments
REQUIRED FOR NEW HOMES
4. Heat loss & cooling load per room
a. Required on new construction IMC 1346.0312
5. Ventilation
a. Per MN Energy Code 7670 or 7672
6. Duct Design Per IMC 1346.0603.2
a. ACCA Manual D
NOTE: Centerpoint Energy Mechanical Code Guidelines software may be used for
combustion and make-up air calculations.