AF - 34915� � sue.iecr p 8��
c�ty o� Fr�aley i4o�7
� , AT THE TOP OF THE TWINS g U I L D I N G P E R •
COMMUNITY DEVELOPMENT DIV. ,
RECEIPT NO.
�
f� ti. ----•-� �lG ,°J y�a� �
' � ; PROTECTIVE INSPECTION SEC.
�� • r���1 � CITY HALL FRIDLEY $5432 NUIbBER REV. DATE PAIiE OF APPROVEO BY
•~"�'� '`� s�2-SSO-3a5o 810-F15 5/4/77 � �
JOB ADDRESS �g?� �,�en Way N.E.
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED
oesc�. �,l 3 Pearson's Craa.gway Estates 2nd Addn. SHEET
9lc>�1 C..e•��J
3 CONTRACTOR MAIL ADDRESS ��J j� � p� �L � � p
Buzzell �ilders 5741 Palk Street N.E., M,pls.
4 ARCHITECT OR DE81dNER MAIL AODRESS ��p
5 ENf31PIEER MAIL kDDRES8 Z�p
8 USE OF BUILDINO
Residential
7 CLA3S OF WORK
� NEW ❑ ADDITION ❑ ALTERATION O REPAIR ❑
8 DESCRIBE WoRK
PHONE LICENSE NO.
�..�aa3 ��-�
PHONE LtCENSE NO.
PHOPIE LICENSE NO.
Construct a 31' 6" x 26' Dwel.lin and a 20' x 24' Gaxa e BE'i01� ��g �(�� �
° EPERAiE i''ERMITS RE UtRED F- �����0 - �
9 CNANtiE 0F USE FROM HE1�TIiWG, PLilMg1MG AIVD �°iGtVSs •
S'T�iPULA'�IONS Provide a hard surface dr3veway. Provide sod in the front and side
yards. Provide a verifying�survey before capping. Pronide copy of truss
design. Provide vapor barrier in ceiLing. Soils test may be re4uired after
visual inspection (peat and fili �y be present).
. S�WER LOEBTION: (ApprQx. 9' Deep in Stxeet) 184' 1�brth of Manhole at Alden
Way and Bellaire lalay (N. Inv. 836.00)
WYE ELEV: 837.84 TOP OF FOOTiNGs 840.84 with 35' Setback
�JATER LOCATIOId: 10' North of � Sewer ServiCe. �
DR�Y DEPRE.SSION: N/� �.sting Bittmmous Curbing
nw.�cn,r o� �r �,�r c�►� � �o aAY �voticE To c�1r I
aCt�►c�t O� tn�nr tou�t�rs �wo �v�r,t5. •� DlY. REQUIR�D FC?R �
�'�t5i OATA IS K?R �EORAAAi10N PUitPOSLS OhLY �,tY� REM4VAL AND t�PLACE:�
E� �+�tG n' sHOvuc v�tr r�� tw�wwwnnoN AT DR�Y6WAY OPENt�
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBIIdG, HEATING, �PE OF COIVST.
VENTILATING OR AIR CONDITIONINd. 6ljppd F��le
THIS PERMIT BECOMES NULL APID VOID IF WORK OR CONSTRUCTION ZpNINCi
AUTHOHIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENOEQ OR ABANOONED FOR A PERIOD OF 120 DAYS AT R 1
ANY TIME AFTER WQRK IS COMMENCED. NO. DWLG. UNITS
I HEAEBY CEHTIFY THAT I HAVE READ AND EXAMIN�D THIS APPLICATION �-
AND KPIOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIOPIS OF LAWS yqLUATION
AND ORDINANCES dOVERNIN(i THIS TYPE OF WORK WIIL BE COMPUED,
WITH WHETHER SPECIFIED HEREIN OR NOT. THE (iRkNTING OF A PERMIT $�5r33O
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMiT FEE
PROYISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ' Slll,} 37
.o-
OR
y
�
HECK FEE
.59
....wr..rv�,r �nuur vccuPaIVCY LOAD
SQ. FT. CU. FT.
832 + 472 28,592 To
OFFSTREET PARKING
STALLS IGARAGES
$22.67
;CHARGE
$�%�J.O�
AL FEE
$540.63
iIS IS YOUR PERMI
— �� � AT�
Etc.
►VI/
CITY OF F�IDLEY
APPLICATION F�R RESIDENTI�►L BUILDI(�G PERMITS
�NEWd ALTERATIpNS, ADDITIONS, OR REPAIRS)
/ ' I '
� �� �-„� ���,�, _ ���
;
,.. -
No.:_ j�� Street:
LOT: _ /� BLOCK:
CORNER LO'.C: • INSIDE t,v1': �_
�� �
�
�.)��2 �
BtJTLDER: �� ��GG �G�f.0 G�l�S
Address : ,�� ���s � � �°
Te 1. Ido . : �%L ' ��
��d
6.�1'�:aL'e� .
S; TBACK: - �� STDEYARD� : j2 � 6 ' — ,?� � � �r
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDiNG
To Be Used As:
Front: _,3/- � �
-O� Depth: r? � Height: ZG
Squara Feet: Cubic Feet:
-/��� Front: • �
-- 2 a Depth: � � Height: /6
Square Feet: Cubic Feet:
Type of Construction: ,�p�Q � � �� Estimated Cost: $ , � � �
�o Be Completed: G�q / — 7 -% .
A1t. A Alt. B
Proposed Driveway Width If New Opening Ys Desired � $ $
_ � . . ______�_
• is� REVERSE SIDE OF SHEET)
The undersigned hereby makes application for a permit for the work herein
specified, agreeing �o do all work in strict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildi.ngs, and hereby
� declares that all the facts and representations stated in fihis ap�lication �
are true and correct. See reverse side for additional information.
DATE: � ' % % SIGNATURE: '�
Stigulations s � '° "` � �
I) �°0�1,0� c+oioy'_ �F 7�us5 /�''�� `� //�j. 3?
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BUILDING PER��IT FEt SCHEDULE
SECTION 2. The Inspector of Buildings shall, before issuing permits for the erection
of any building or stxucture, or for any addition to any existing building or structure,
or for any alteration ox repairs to any existi.ng building or structure, upon application
therefore, require the payment by the.applicant for such pErmit of fees to the amount
herein below set �orth and in the manner herein provided to-wit:
�JEW GONSTRUCTION: Single Family Homes and Garages: $4.00/1,000 cubic feet.
PLAN CHECK: 25 percent.of building permit fee.
DRIVEWAY DEPRESSION: (Concrete Curb Streets Only)
Al.ternate A: Removal and replacement of ooncrete curb and
gutter only; Driveway width plus 6 feet x$11.75
Alternate B: Removal and replacement of concrete curb and
gutter and install a 3 foot wide approach with
6 inch depth; Driveway width plus 6 feet x$15.40
� 11 � �_ � �' , �
For the purpose �f computing fees for building permits, the cubical contents of any
building or addition, is determined by multiplying the ground area covered from a
point six (6) inches below the floor line of the basement or the cellar to the
average heights of the upper surface or to the average height of the roof surface
of the main gable of a pitched roof.
For repairs or alterations to an existing structure, the fee shall be at the rate
of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost
of all proposed work.
In�no case shall the fee charged for any permit as set forth in Section 2 be less
than $7.50 plus $.50 sta.te surcharge.
� : � � � ��� �1_
NOTE: Permits for construction will be issued a minimtua of 24 hours from the time
of application to allow for proper review of the proposed structure and of the
construction site.
A Certificate of Survey of the lot, showing the location of the foundation once it
has been constructed will be required before proceeding with the framing.
' i � � ��
► .
Application for a Certificate of Occupancy shall be made ten (10) days prior to the
use or occupancy of any structure for which a building permit has been issued; and
sa3.d structure shall not be used or occupied until a Certificate of Occupancy has
been issued.
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MINNEAPOUS 2T, M4NN.
KE T- 363T -
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30 DAY NOTICE TO C�TY ¢�C''
������.�`'���,��,a DIV.: R�G2UIRED FOR CURR ^ �-
�,��`��o��' C,PS REMOVAL AND REPLACEMEi�Ii � v
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N��_ RA IGWAY ESTA`f�ES 2 AD�D N.
W� HERE9Y CERTIFY ?NqT_ TH15 IS A TAUE ANO COt2REGT QEpRESENTNTION OF A 5UQVEY OF TNE BOUI�1ppJt1E5 OF TME
uW0 A80VE DESCRI�Ep P►Np OK TNE LoCATiON �F AI.L Eiut�DINGS, IF An1Y, THE.REON , AMD Al.l VISlBLE ElItROpCHMENTS,
IF ANY, FROM OR o�t SAt� LAND. .
�s T,,,s �„��_ <,d �;- MINDER ENGINEERING � CO.,1NC.
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WE tifR.EBY CERTIFY 7NAT TNtS IS A TRUE ANO C0�2RECT RfpRESENTATION OF A SURVEY OF THE B�lAtpp�ti,{ES OF THE
LANp P$OVE DESCR16E0 AND OF THE IoCAT10N �OF ALL BUt�DlNGS, IF AAtY, TNEREON , AND 1�►.L Vt5l6LE ENCROACHMENTS,
�F A+�Y, fRoM oa oN SAtD u�ND. .
.�.. . �- MINDER ENGINEERING � CO., lNC.
O:1TEO TNIS p�►Y OF- .s�." Y� !• A.O.ti�jC
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8431 U•NIVERSITY AVENUE N.�., FRIDLEY, MINNESOTA SS4�2
TELEPHONE (642y5T1-3450
177
lers
�eet N.E.
_ __ _ 55432
�Rer ?877 Alden Way N.E.
Dear Sirs:
We were called to inspect your excavation at 7877 Alden Way and �ee if it
was properly protected to prevent the acciden sl falling of a person i,nto
the water fi7.1�1 i:�ole. • .
On October 6, 1977 we visited the site and found the hole with a substantial
amount of water (3 feet or more) and there was no fencing arvund the
excavation to prevent entry to the dangerous area. As you kr�ow, this i�
located right adjacent ta a City park.
I� was also noted that quite a bit of dirt has spilled out onto the
street which does constitute a Code violation.
Would you please clean the dirt off the street and fence the excavation by
October I4, I977. The fencing wou].d not be necessary i.f you would pwnp
and fill the e�cavation thereby eliminating the hazard.
Your cooperation will be appreciated and if you have any questions, please •
call on me at 571-3450.
Si�ncerely,
r.
n�L c. cr�,�uc
Co�uni.ty Development Adm.
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,>..,' �- May 22,
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1978
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8431 UNIVERSITY AVENUE Pl.E., FRIDLEY� M{INNESOTA 55432
Mr. Gharles Buzzell
Buzzell Builders
5741 Polk Street N.E.
Fridley, N�i 5543 2
Re: 7877 Alden Way N.E.
Dear Mr. Huzzell:
TELEPWOPIE ( 612)57i-3450
This is in response to your question regarding the removal of curbing
at the above address. Because phone conta.ct seems so difficult, I am
writing. Please be advised that if you will indicate the driveway
width by staking or painting the curb and contacting the City Public
Works Department, we will come out and remove the curbing for you.
If you have any questions, please conta.ct me at 571-3450.
Sincerely,
RON HOLDEN
Building Inspect�or
RH/mh
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, March 20, 1979
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8431 UNIVERSIYY AVENUE N.E.� FRIDLEY. AAINNESOTA bb432
�
Mr. Charles BuzzelT
Buzzell Builders
8325 Sunnyside Road
MoundsView, MN 55432
Re: Final Inspection at 7877 Alden Way N.E.
Dear Mr. Buzzell:
TELEPHONE ( 812)571-3450 •
A final inspection was made on March 13, 1979 of the above structur�
and the ,�ollowing iteins were noted which must be co3npleted before the
work can' be finaled out; . .
�� l.
� 2.
3.
/� 4.
5.
�6.
7.
8.
9.
Provide sod in the front and side yards by June 15, 1979.
Provide a hard surface driveway by June 15, 1979.
Move or raise house eleatrical service to have a 10 foot cleara.nce
between the wire and t.he deck, by April 15, 1979.
Provide joi.st hangers for deck by Ap`ril 15, 1979.
Co�aplete firewall by April 15; 1979.
Install vapor barrier by April 15, 1979.
Install trimmer under headers in basement bearing wall by
April I5, 1979. , �
Install nuts on anchor bolts by April 15, 1979. -
Fix the leaking plumbing by April 15, 1979.
We will expect the above items to be completed by the scheduled dates
when reinspections wi11 be conducted to determi.ne compliance. If you
have any questions on these it�as, please contact me at 571-3450.
Sincerely,
DARREL G. CLARK '
Chief Building Official
DGC/mh
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8431 UNIVERSITY AVENUE N.E.� PRIDLEY� MINNESOTA 6b432
10, 1979
Mr. Charles Buzzell
Buzzell Builders
2765 LaPorte Drive N.�.
Minneapolis, MN 55432
TELE�FiONE ( 812)571-34b0
Re: 7877 Alden Way N.E., dode Ccenpliance (SECOND NOTICE)
Dear Mr. Buzzell:
A reinspecti.on was conducted on August 8, 1979 of the above address and
it was noted that there are still three uncompleted it�ns from the list
of nine in a letter sent to yau on March 20, 1979 that do constitute
Code violations.
Item #1 (It� #3 on enclosed letter) involves either raising or moving
the electrical service to the structure. It passes directly over a deck
and does constitute a definite hazard and must be corrected as soon as
po.ssible.
Items #2 and #3 (Itelps #5 and #8 on enclosed letter) are viola.tions that
are located in the garage. The fire code gypsum must be extended to the
fmnt of the garage so that a fire in the garage can not spread into the
house attic space without first burning through a firewall. The nuts and
washers must be placed on the sill plate anchar bolts.
An additional item that was missed in our previous fi.nal inspection is
the 1$nfi.nished roof soffit on ei.ther side of the fireplace chiYaney.
Presently it is open and bixds and weather elements can get into the
overhang area. This sl�uld be sealed.
We will expect that you will be able to complete all of the above corrections
by Septentber 7, 1979 at which time a rei.nspection will again be made. If
you have any questions on these iteins, please contact me at 571-3450.
Sincerely,
l]A G. CLARK
Chief Building Offici.al
DGC/mh
CC: Mr. Ronald Erickson
ENC: 1
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8431 UNIVERSITY AVENUE N.E.� FRIDLEV� MINNESOTA 66432
TELEPHONE ( 612j571-3450
' `=' Oct�ber 24, 1979
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� Mr. Charles Buzzell
- Buzzell Builclers '°
2765 LaPorte Drive N.E.
Minneapolis, MN 55432
Re: 7877 Alden Way N.E., Code Co�rtpliance (THIRD NOTICE)
Dear !1lr. B.uzzell:
On October 15, 1979 the City conducted a reinspection of 7877 Alden Way
for the purpose of detP*-m�ni.ng compliance to our August 10, 1979 letter.
7.'here are still two uncompleted items; The extension or completion of
the fire code gypsum wallboard between the attached garage and house,
and, the closing up of the opening into the attic in the r�of soffit�
near th.e fireplace chiinney.
This is the third letter with reference to these matters and it is our
hope that this will motivate you to complete thi.s project.
If you have any questions, please call me at 571-3450.
Sincerely,
llARREL G . CLAi2K
' Cirief Building Official
DGC/mh
CC: Ronald Erickson
7877 Alden Way N.E.
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CEOTECHNICAL ENGINEERING CORPORATIOI01
1925 Oakcrest Avenue Roseville, Minnesota 55113 (612) 636-7744
220 - ZOth Avenue North St. Cloud, Minnesota 56301 (612) 253-3451
RESULTS OF BORINGS, EXCAVATION IN'SPECTIONS AND DEN'SITY TESTS
PR T: , REPORTED TO:
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PROPOSED RE5IDENCE BUZZELL BUILDERS
7877 ALDEN WAY 5741 POLK STREET NORTI�AST
FRIDLEY, MINNESOTA FRIDLEY, MINNESOTA 55421
GEC JOB NO: 1414
DATE: OCTOBER 14, 1977
ATTENTIOI�T: MR. CHUCK BUZZELL
CC: CITY OF FRIDLEY
BUILDING INSPECTION DEPT.
CONCLUSIONS
1. Organic and other unsuitable soils were removed from under the
proposed residence at 7877 Alden Way. Adequate ov�rsize was achieved
in the excavated area.
2. Density tests were taken to the approximate finished elevation
at the rear of the house. Based on the results of the tests,
the material has been compacted as previously specified. Any fill
placed below the garage slab should be tested.
A sdil investigation was conducted at the referenced proposed residence
and reported in GEC Job No. 1327 dated May 31, 1977. At that time,
two soil l�rings were drilled within the area of the proposed house.
Boring #1 indicated fill overlying coarse alluvial soils. Soils en-
countered in boring #2 inc�uded, from the top down, fill, topsoil,
swamp deposit and slopewash underlain by coarse alluvium. Our recom-
mendation included removal of the fill, topsoil, swamp deposit, and
slopewash, and an oversize, dependent on the depth of the excavation.
We also recommended the excavation be witnessec� by a soils engineer
prior to the placeinent of fill. Field density tests were to have been
taken to verify the recommended density specifications of the fill.
HYDROLOGY � SOIL AND FOUNDATION ENGINEERING � TEST BORINGS
MATERIALS TESTING � PERCOLATION TESTING • ENGINEERING GEOLOGY � CONSTRUCTION INSPECTION
a
GEC #1414
Page 2
Excavation and refilling proceeded at the site. However, we were
not requested to, nor did we examine the excavation nor" take density
tes�s to verify compaction of fill material. Far this reason, three
standard penetration borings were done in an attempt to determine if
�he excavating had been done properly and also to determine the degree
of compaction of the refill material (by using the N values as a
guide,. The �ollowing section outlines the Field Exploration pro-
cedure used to determine whether the excavating and refilling had been
done as recommended.
FIELD EXPLORATION
Three soil borings were drilled on August 18, 1977.
�The locations of the soil borings are shown on the attached sheet
entitled "Soil Boring Location Sketch". The borings were drilled with
a track-mounted ro�tary drill rig and advanced by means of a hollow
stem auger. The soil layers were sampled and tested by means of �che
standard-split spoon method as described on the attached sheet en-
titled "Test Boring and Sampling Procedure".
A complete log of each boring was maintained and includes a descrip-
tion of the soil types encountered and the results of the standard
penetration tests. The soils were classified in accordance with the�
Visual-Manual (Unified) Method (ASTM D 2488).
The nomenclature used to describe the soil types encountered is shown
on the attached sheets entitled "Unified Soil Classification System"
and "Geologic Terminology". The results of the I�orings�are shown on
the attached boring logs.
Borings were located by taping from existing site facilities to the
3pproximate dimensions as shown to scale on the attached Plot Plan.
rhe elevations of the borings were referenced to the top nut o�E a
Eire hydrant lacated on the east side of Alden Way south of the
reierenced lot.
, ..
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GEC
w
GEC #1414
Page 3
The results of the borings indicated the presence of organic soils
(boring #1) and poor compaction of the fill material, as indicated
by low N values.
Test pits were dug after borings had been made in an attempt to
expose the bottom of the excavation. Because of the high water
content of the fill, the sidewalls of the excavation caved in as the
test pit excava,tion proceeded. At one point, organic material was
encountered. Because of this, and the apparent low density of the
fill, we �ecommended the area be re-excavated.
Re-excavation of the area was begun on September 6, 1977. At this
time we were called on to examine the excavation, which we did there-
after periodically. Based on our examination of the exposed materia7.,
we feel all unsuitable and organic ma�terial was removed and adequate
oversize achieved.
Field density tests were taken as the excavated area was refilledo
'I�he �tests were done using the Density of Soil in Place by the Sand
Cone Method according to ASTM D 1556.
Two Standard Proctor Density Tests(Moisture-Density Relation of Soils
using a 5.5 lb. Rammer and 12" Drop - ASTM D 698-?0)were also con-
ducted. Relative density was then camputed by dividing the field '
density by the Proctor density, expressed as a percentage.
Elevations of the �ield density tests were referenced to the basement
floor o£ the Izouse presently located north of the proposed residence.
It is our understanding the elevation of the proposed basement will
be approximately 1' below the basement of the residence located on
the north. �
The results of the field density tests are as follows:
GEC
�
.
TEST TEST
NO. DATE
� 90�5
2 9/15
3 9/15
4 9/20
5 9/20
6 9/20
? 10/12
8 10/12
9 10/12
10 10/13
11 10/13
•12 10/13
1
2
GEC #1414
Page 4
DEPTH BELOW MOIST. M1�X.DRY
FINISHED CONT. PROC. DENSITY
LOCATION BASEMENT SLAB % NO. (pcf )
35' S. of AT. property line 11 10.4 1 105
on rear footing line
70' S.of N. property line 10 4.9 1 102
on rear footing line
20' S.of 1V. property line 9 5.2 1 104�
15' Eoof rear ftg. line
71' S.of N. property line 8 5.8 1 104i
on rear footing line
50' S.of N. property line 7 -9.8 1 105�
on front line
Garage Center 6 9.8 1 104i
60' S. of N. property line 5% 9.5 2 107
2' E. of rear ftg. line
40' S. of N. property line 5 9.3 2 1072
2' W. of rear ftg. line
25' S.of TJ. property line � 10.0 2 105a
20' E. of rear ftg. line
55' S.of N. property line 2i 7.8 2 104.
on rear footing line �
55' S.of N. property line 1? 7.9 2 107i
on rear footing line
35' S.of N. property line 1 8.1 2 1042
10' E. of rear ftg. line
results oi the Proctar tests are as follows:
TOR OPTIMUM MOISTURE MAX. DRY
ER DESCRIPTION OF SOIL CONTEl�'].' (%) DENSITY
Sand, fine to medium grained, 11.6 117.8
brown, (5p)
Silty sand, fine grained, dark 13.1 110.5
brown, (SP-SM)
sased on the=results of the field density tests, i�t is our conclusion
;hat the material placed below the proposed basement slab and footings
ieets the recommended specifications. Fill placed below garage floor
�lab, should be tested to insure adequate compaction has been achieved
�rior to pouring the_garage floor slab.
t Prepared � ,� A
��
`�w �,ae��.
es W. Bisek
Under the Supervision ofs
.�
Robert E. endergast, P.E.
Minn. Reg. No. 8450
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GEC
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GEC #1414
Property Line
78'
72'
14'
#3
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12 � 1 14 �
SCALE: 1"=20'
I I Soil Boring Location
���` ��� ����� Sketch
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6439 UIdIYERSOTY AVENUE PI.E., FRIDLEY, f+�IfVNCSOTA� 55432
��I Mr. RQnald L. Erickson
' 7877 Alden Way N.E.
' Fridley, t�1 55432
TELEPIiOtdE ( 612)5i1-3450
Re: Swimming Pool Construction at 7877 Alden Way N.E.
Dear Mr. Erickson:
This letter is to make clear this departinent's reguirements for the swimming
pool construction at the ahove address. '
1.
2i
3.
4.
5.
6.
7.
As indicated, one (1) $kitaraer approved by the National Sanitation
Foundation will be provided.
As a.ndicated, one (1) inlet of approved design for fresh. and/or
repurified water will lie provided:
The filter and pump shall be approved by the�N.S.F. and be of
sufficient capacity to provide a minimtun turnover of at least two (2)
times in 24 hours. Tliis department recommends a turnover rate of
6 - E3 Yiours.
� A deck of at Ieast three (3).� feet wide, measured from tYie pool �raters
edge, shall be provided w3�ich extends comple.tely around all private
residential pools. Above graund pri.vate res.idential pools may be.
provided with decici.ng of a miniminn s.ize of 4 feet by 4 feet at pool
entry points and provided that such decking has the approval of the City.
Fencing or other effective means includi� but not limited to walls
or buildi.ngs, acceptable to the City, shall be provided to positively
control all access to public'and private residential swi�ing pools.
Fencing shall meet the following criteria:
Ca) The fencing shall prevent the entrance of children and be without
ha.nd or foot holds that would enable a person to cliinb over it.
(b) The fencing shall be at least 6 feet high and entrances s.hall be
equipped with self-closing and self-latching gates capable of
being lacked.
(c� Self-closing and self-latching devices shall be placed at the top
of the gate or otherwise inaccessible to sma7.1 children.
(d) The opening between the bottom of the fence and the ground or
other surface shall be not more than foux inches. �
An automatic chlorinator should be provided with a suitable test kit.
Al1 electrical and plumbing installations shall � inspected and
approved by the City Inspectian Department.
� ' Mr. R�nal.a L. Erickson
May 4, 1981
Re: Swimming Poo.L Con:�truction
Page 2
8. Al1 overhead electrical lines must be a minimum of 10 feet horizontally
from the pool surface and 18 �eet straight line di,stance from the waters
edge. An al�ernative is to bury said lines.
9. The pool fill spout must be protected by a vacuum breaker or air-gapped.
I0. Suitable safety equipment to include but nofi l:imited to a ring buoy .
and rope that is l� times the pool diame'ter, and shepherds crook pole
must be provided and maintained with the pool at all times.
Furthermore, these and any other requirements must meet the provisions of
the Fridley City Code, Seci:ion 115, Sw�mming Pools. The building permit is
approved contingent on final ins,pections and approval by the City.
If any questions or prablems ari.se from this letter, pleas.e. feel free to
contact me at 571-3450.
Sincerely,
. �
STEVEN . OLSON, R.S.
Ehviromnen tal Of � ic er
SJO/mh
0
"the cri9��a► porteble pool•.
D E Filter o o�o �
Featuring New More Energy Eft%ient Motors
Detacbabre
Poo! Powe�Pvc1P
See-Th►u
� Siralner
on/orr �-Posmon vowe
S1nri►ch W/P�ssure Gauge
4
2
3
9
ii
10
Backwashing
Vaauum To
W�#e �on
Filter�ng
9. Spin Hond/e
Used to redishibute D/E to extend flme
belween cleaning & to agitate
dirt from grids for the ultimate in
cleaning your fllter. _
2 StalMess Steel Tank
For many years of trouble free seMce.
3 FlHering E/emenls
Balanced flow pattems collect
suspended dirt particles evenly to add
a lustrous sparkle to your pool.
4. Potented "Posi-Loclt" Grld
Manifo/d
Retains grids flrmly in posffion.
5 PaheMealSe/fC/eanl�Automailc
A!r Rellef System
Automatically removes any airthat may
enter fllter and is self cleaning.
6. 3 Posltlon Vahre
Filtering, backwashing &
vacuuming to waste positlons.
Locks in all postHons.
7. P�ressure Gauge
Lets you know when to clean fllter.
8 See-Thnt Lexon� Ud
Lets you know when to clean stralner.
9. FINer Bose
Heavy duly molded base for years:��
corrosion free senrice.
90. Halr & IJM Trap �
Collects leaves, bugs, debris to
protect pump. Longerflftering cycle's
belween cleaning.
19. StalNess Sl�e/ Pump Seal
For tough service — will not corrode.
92 Poo/ Power-Packk�
Provides high jet action circulation in
your pool for thorough cleaning.
Motor is protected from sun and
cooled by a cross ventilation system.
Convenient on/off switch on all
models.
Model NtpnbeF. 1403-78 1424-77 1445-77
Fb�aepo�: �/s H.P. �z H.P. � H.P.
FOterAre� 9'/a Sc.l. Ft 13�' Sq. Ft 20�a Sq. Ft.
Nanp Plow Rate:1680 G.P.H.1980 G.P.FI. 2820 G.P.H.
Por pooa up to
mM h�olu�ng: 18' x 48" 24' x 48" 24,000 gallons
�, ���• �
�a,�
DOUGHBOY RECREATIONAI9 INC. • q0959 Jersey Blvrd • Rancho Cucamonga, CA 99730
D81180-022 66913
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iacOdr� •,AI�;??oaW g� �et and tiwcril syste►n • Rust pTOfiacfiet! �tFt•�h1c Clad m• ?``' _ f
Wa0 e�'a- wli�i epo�ni c�atin9 • . �dnd eyebaN reh�n ftx U�atallat�n '
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_ s ti
Nuts & Bolts
Frame
The frame is an Integrated superstructure
des(gned b be dgid and strong while suPporting
ihe wall and Iiner. ft r�ists bending or sagging,
even when leaned on. In fact Doughboy uses
shorter top rail seciions to increase slrenglh and
make fhe top rail shonger for seating. Since all
exposed surtaces are smooth, a unique Iiner
Ins�liatfon is possiblewhich hel� eliminate uruEghiy
wrinWes.
Another qualHy feature is our massive top roll
connector sysFem. It has a smooih, protecHve cap
which hides all screws and forms a clean ap-
pearance.
• RusF protected wffh Zinc Clad 9000TM
• Hot Dipped Galvan(zed
Irrtedocldng shucture tor sirength and dgidHy
Hidden screw connector to prever�t snagged
suits and scratches
Marry common parts for ease of assembly and
serviceabllHy
Muttiple-layer heahnerrt and coating on all
frame steel for mwdmum protecHon
All smoolh surtaces to protect you from cuts and
nicks, also to permit wdnkie-iree Iiner insTallation
r � � m
c�o-uarbou:.
J J'
Steps used In
processing both sldes
ofstee/ frame
WQ��
The com�-dbbing on a Doughboy wall qdds
to its vertical strengFh and allows slight flexibilfly
under wave impact This prevents sudden shess
buildups caused by swimmers' wave acflon. En-
gineered to exacHng standards, the wall is pro-
ce�ed wifh mul�ple treaHng and protecf(ve layer
steps (see sketches for more detail). The flnal layer
is a clear coatto protect ihe decoraativve pattems
that are exclusNe to Doughboy. These e�dra steps
er�uea beiterloo{dr�g. �ongerlasNn9 P�� P�
your family irnesiment.
• Corru-ribbed for flexibilfly and ver�cal shength
• Reversible �II for opflonal color and added
protection
• Harmonious color-coordinated pattems to blend
in with your backyard
• Pre-punched sldmmer and eyeball reium open-
ings eliminate sharp edgeswhich could cutliner
dudng installcriion
• Slide JoiM bonnector joins ends of wall together
for full siructural integdiy and ease of assembly
ou�ae
a
wa�i
Liner
Doughboy Is the only above-ground pool
manufacturer who (s a basic producer of virgin
vinyl Iinermaterial, made toihe otlginal Doughboy
speciflcations. The standard of qualfy in vinyl is
measured by ffs soflness and flexibility. Doughboy
Iiners are made of a formulation designed spe-
ciflcaliy to tesist uHra�Aolet ray detedoraHon and
w�terheahr�entc�emit�ls (1he IdllersofvimA soflr�ss
and flexibilHy). In addffion, aIl Doughboy liners ore
pattem embossed for skid resistance. These
numerous shapes catch ttie sun and reflect IIgM
adding Iife and sparlde b fhe water in your pool.
' SPecia� Dou9�Y � �M fomwlo for
opflmized wear and uitraviolet ray resistance
• Embossed for e�a sldd and slip proteciion
• Fxpanctable Duraflex Iiners allow for opflonal
cieep swim area or coMinuous depih bottom
(available on mosF pool models)
Once again Doughboy has proved to be Hs
onN comPetNo�wHh ihe reforrru�lation of otusuperiw
Iiner to bring you these addiHonal beneflts ...
• 100� impro�remerrF in tear resistance
• 10% greatertensile shength
• New embossing for s�uface c�ruistency and
sidd protection
• Addffional chemical and uHrwiiolet resistance
Fxpandable Iiner models are aiso available
which permit a choice of either corrtinuau depih
or a graduated slope to a deep swimming area.
The Iir�re�andstofttgraduated t�ottom contours,
thus avoidi� the need to precisely pre-fortn ihe
ground to flt exact dimensions. This clears 1he way
for an excavated pool wffh a deeper and wider
swimming �ea ihari p�lewHh shaptYPe sYstems.
�
.
,
Exparwlable pners
Filtnai�on
ihe purpose of a flltedng system is to remove
suspended particles and circulate water in a
swimming pool. Part of this system includes a flffer
unff ffsetf, of which tt�ere are four basic iypes to be
considered: DE (diatomaceous earih� High-rate
Sand; Vacuum-Sldm and CarMdge. Each iype
forms a d(ffereM balance among 1he factors of
price, efliciency, awilabill�c and c�nvenience.
This flltering system must also be combined wHh
proper pool water chemisfiy to ensure a clean,
spadding, healthy ernironmeMl
rour dealer �
�frY� ���6, �i A ��G, �I�l\i.
9�90 H egh�rr��r 65 N a E�
Blaine, a�°o f�� � d�34
��_.. 7�6-�43�
DOUGHBOY RECREATIONAI, IWC. • 10959.1ergey Bivd. • Rancho C.ucamonga, CA 9q730
DB 1180-036
66885
sue�ecr PE
City of Fridley r 1615 3
�
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T �
� � ECEIPT NO.
� • COMMUNITY DEVELOPMENT DIV.
' j L ������� �.
r � � PROTECTIVE INSPECTION SEC.
1 = �
� �'��1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BV
�'._""�"' '•' 612-571-3450 910-F15 5/5/81 / /
JOB ADDRESS 7877 Alden int'ay PT.Fi•
1 LEGAL �OT NO. BLOCK TRACT OR ADDITION SEE ATTACHED
oesca. 11 3 Fear�on'� �I! Crai.gv�tay Fstates 2nd SHEET
2 PROPERTY OWNER MAIL ADORESS ZIP PHONE
l�nald L. Erickson 7877 Alden i�Eay N.E. 574-9431
3 CONTRACTOR MAILADDRESS ZIP PHONE LICENSENO.
Same
4 ARCHITECTORDESICiNER MAILADDRESS ZIP PHONE LICENSENO.
5 EIdCiINEER MAILADDRESS ZIP PHONE LICENSENO.
6 USE OF BUILDING
RBS.].sl@I�t3R1
7 CLASS OF WORK
�7 NEW � ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Cor�struct a 45' g 43' AHove Ground S�ng 8001 (18,Q00 gallons�
9 CHANGEOFUSEFROM TO
STIPULATIONS
See stipulations.on letter dated 5/4/81 by Environmental
� Off icer.
�11�►RN��G
fae digging �►� 10�� �t���eS SEpERATE PERMIT� f�EQUaRED 'FOR �flRtPi�,
T IEPHONE-ELECTRIC-� �tc� H�ERTII�G, PItJNIBfNG At�D SIGNS.
EQUIRED �1� IAVW'
SEPARATE PERMITS ARE REQUIREO FOH ELECTRICAL, PLUMBINCi, HEATINd, TMPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTHUCTIQN ZONING SQ. FT. CU. FT.
AUTHORI2ED 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 GOYERNINO THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER 3PECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $3,600' $l. SQ
DOES NOT PRESUME TO GIVE AUTHORITY TO YIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $24.0�
PLAN CHECK FEE TOTAL FEE
Sa s, so
T EOF N cTOao Au 2EDn�E IDaTE� WHfN PROPERLY VALIDATED THIS IS YOUR P RMIT
~ �-_s =�r.,., ���� --�
i NATUREOP OWNEFitiF O NER BUILDERt IDATEI BLpGJNSP DA .E
Ct7Y Ot' FItIDI_CY • •
, A('Pl.if;/1'CIO,J FOft �,LSIU[:htTZ/�i_ RU1LpIt1G PERt�fTTS ' .
(We►�, A1 L•cr��tions, lldditians, or Rcpairs) .
� Ot�lNER: ��Oti�. �� � �/�l ckI � t3UI LQER : Dc�•ve�. • .
ADDRCSS: _ 7�,�% ,l�.��P,�J G✓r� ilJ�. /IOQRESS: _ • �-,�2
�
TCI. n0: � S7y —9Y� l TEL F10: � '
� Construction Loca�ion '
STRI�� NO : STREk:Te � l�P�11 �,� �%� .
. , .
� / � �
LOT: % � BLOQC : `S liDnITION : � �v� .S'D'��L �%�/ � f.c /; „%'� ��
/"'"
, b„'-'
Corner Lot: Insicl� Lot: !/ Sefback: � Sid�yards:
Ap,�licant at�ach to i:his form f:wa Cer�ificates of Survey of lat and .
. proposed buildi:ng location dracan on certii'icates to scale. � .
��J� ����. � DESCRIPTIO;d OF COEtSTRUCTTOPd - �
� /' • . 8 ��lA
' �'�/l���� P, /� Front: •�/� � v�ptn : '`�.� Height: y' .��• C�,� /�� I
'�eek �.vd f'e..�cr� Squa.�e. k'ee�: Glzbic Feet: •
. - t � �, t�C�O C�,�Q� . . .
Q �ront• Depfih: Heig12�:
Squaxe• Fe+�t: Gtxbic I'eet:
1/r..�� �,��< �'� I P•� / -
�.'ype of Construction : '� � EstimaL-ed Cos�: $ �� � �
. � • RP- ec� � �e f ec � �d� , _ • .
7ro Be Oox�ple�ed: �� _1��� � .
` , . Alt. A Alt. B
Propos�d.Driveway F�7idth If New Opening Is Desired: $' �
�t-{ �} . ., SE� R�VERSE SIDE OF SHEET
. I _ , .
�i2e undexsigned hereby makea a�plication for a permit for the �:�ark' h�arean specifa.ec�,
, agreeing �o c� ,all wark in strict accordance c�rith the City ot I'.ridley Ordiiiances a.�id
ruliiigs of tlie Departmeszt oi Bui].di�gs, and hercby declares thzt all tiie tact� and
. represen t.Ztions stated ;n this applic
D�ZT�: y°'�� '�� SIGNATI7F'.'r::
Sf:iZ�ul�ti.ons : �
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• • I3UJ1_J311�lG i't_Rt�IT rLM�� :�C{1(+T)Ul_�� � . _ _ ,
:;IaC'!'xOl•� 2. •'1')�� 7n����ecL•ar. �f liui.lc?inr,� ;::h:i].1., i�c�tc,�:c: ,i.c;sui.��g• penniL:; tax t:he crc:cL9.on
vf: .xny )�u5.l.cl.i.r��� ax :�t:�-uc:t:t�xe, or fo�: �in�� adcli.t:.i.�,n !:o ��iiy r.r.i:;L•i.>>�a l,tii�.cli.ncl Ur :::�:xliCI:LLl:fi,
. ci�' !:c>1�, t,iiy �il.t:c.•rat:i�,n nr. r.c�;,air.�; �:� •any c::i. .t:i.�i�� hui.l.di.ii<.1 or �L•�:uctttrc, u��c,n ar,J��.a.c:at;i.or7
t11r..1;�tor.c, �r.c:qu.i�-c t3�� �,�ciymc��t: }�y t]ic .7j�j��.J.(:cZtli: f-c�r. :.uc1� per�na.L• nf.' fce.^. ta tlir arnaunt-.
hrr4.in beJ.c�ar sc:L- f•vr.L•h and a.�i tlic tnannc�: h�rci.n ���-av�.dac1 tv-a:at: ' - .
�)31:t•J COI1S`I'I:UC`1.'IOI�: ;ing�.e l.'�zmil.y Uoines and Ga�-.zc{cs: ;��1.00/7.,0�0 cubi.c �er.�. •
l?7,A:2 Cili:Cl:: 25 l�r.r.ccrit: oi hu�.lcli_iicJ ��e�7niL f�e. �
lliix��r•.c;11�.' llLl'Ri::5S70i•I: (Cpncretc, C'�ixb �tzecLs Onl.y) �'
' R].tCrnat:e R: lu:�noval atid repl.accment oi concreEe cur.b and '
guLter. only; 17riveway �•ridth p].us 6 feet• r. $13. �0
1�.l.tcrnate B: 32emoval and rep�acemcnt af concreL-e cuxb and
• . guttcr and ins���ll. a 3 f-ooL- wide approaeh c.�f th ''
, .• - 6 aa-►ch depth; Drivev�ay �•�ic:th �pl.us G feet x$1�..75
0
.�niT�or��n� tr�roac*�nr�o�
I'or the ,�url�se of coalputi.i_ng �e�s for. bua.iding perrnits,. L•he cuba.cal. contents of any
buil.di.ng or addition, a.s deter..ni.ned hy rnuli:ip�yir►y i:he c�r�und area covered iram a
poa.n4 sa.x (G) inches below the floor ].S.ne of the bascment or th� ce].lar to 'the
averuge heiqhts at thc •upper su�:face or to the average heS.c�ht af the. r.aof. surf:�ce
oi the :�ain gable of a pa.tclied roof . '
Foz xe�a3.rs or a2terations to an eyisting stretcture, the fee shall be at the xa�e
..of �3.00 �iex each £i.ve hundzed dollars °($500.00) or fracL-ion tlierc:af S.n the cost
of all. proPosed wor.k. -
In •no case sha2.l the fee � cliarged fcsx any p�a:►ni.t as set ioxth a.n 5ection 2 be less •
ti�n $7.50 plus $.50 state surcharge. � • '
V�RTFICATIO�! �F F 1N !il"IOf�
NOTE: Pexmits �or construct3.on ��ill be issued a minim� af 24 hours from t:tie time
�f api�licatioii to a�.l.bw for proper review of L-]2e proYosed structure and oi the
canstruction si.�e. �
+
A Certificate � of Suxvey of the lo�, sho�,=5.ng the loc�ztion of the foundation once it
has been cons�nicted taall be xequzred }�e�'are �r.oceeding with the �raming,
,,.�:RTIFICpTE �F ��GUPI��C�' ., ' '
' lhpp].icata.c�n ior a Certiia.cate O� OGCUj7121Gjr shall be madz� ten (10) dz�ys prior to the
uCe or. accR2��ncy of ��y si;�.-ucture for ��hich �a i�►uilci:i.�ig pexmit 2zas l�een .a.ssued; and
s��i.d structurc :�iialX �io� be �iscc? az- o�cupicd t:riti,l a Cer.i��.�icZte ot Occu��:�ncy h�s
bcen xssued.
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FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287
October 2, 1992
Ronald and Beverly Erickson
787? Alden Way N.E.
Fridley, NIlJ 55432
RE: Home Occupations
Dear Mr. and Mrs. Erickson:
In the zoning district where you live, home occupations are
permitted as an accessory use, provided that certain criteria are
met. Two of these requirements (City Code copy enclosed) are as
follows:
1.
2.
No stock in trade shall be stored outside the dwelling
unit.
Any home occupation shall be clearly incidental and
secondary to the principal use of the premises and shall
not change the residential character.
Recently we received information suggesting that you may be
operating a business out of your residence which is not in
conformance with the restrictions. If this is correct, please
comply with the City Code by discontinuing this activity
immediately.
Feel free to call me at 572-3595 if you have questions or wish to
discuss this further. Thanks for your cooperation!
Sincerely,
Steven Barg
Planning Assistant
SB:ls
CE-92-501
G �
, t•
c�ty of Fr�a���
AT TME TOP OF TME 7WINS
i �
� � �
� • M UNITY QEVELOPMENT OIV.
r ���6�CTIVE INSPECTION $EC.
l----� ��"' �•� CITY MALL FRIOLE� bS�32 �
i 612-571-34bQ
J08 AODRESS �
7877 Alden Wa NE
1 LEGAL �OT N0. BLpCK TRACT 01
DESCR. 11 3 Pearsc
2 PROPEqTY OWNER MAIL ADQR�$$
Ronald & Beverlv ERickson
�ue�eti � PER
�UILDIN� PERMIT 28 � �
'� ECEIP
6�
UMBfA EV OATB PAGE Of APPROVEO BV
910-F18 10/9/98 � �
AbDIiION SEE ATTACMED
_�.. n.._:,.,____ �c_.._,.__ n_� •.a�_ SMEET
3 CONTRACTOR MAIL ADDRESS ZIP PMONE LICENSE NO
Owner
4 ARCNITECT OR DESI(iNER MAIL ADOiiE88 ` ZIP PMONE LICENSE NO.
5 ENGINEER MAtI AODRESS , ZIP PMONE LICENSE NO
8 USE OF BUILDIN(i '
Residential
7 CLASS OP WOFK �
O NEW l� ADDITION O ALTERATION � R�PAIR O MOVE � O REMOVE
8 DESCRIBE WORK
Reroof house and �ara�e (28 Sa) Tear-off
9 CHAN(3E OF USE FROM TO
STIPULATIONS
Underlayment must comply with the State Building Code.
irrcv�a
SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMBING, MEATING.
VENTILATING OR AIR CONOITIONING.
THIS PERMIT BECOMES NULL ANO VOID IF WQRI� QR CQI�STRUCT QH ZONINQ
AUTHORIZEO IS NOT COMMENCED Vt(ITHIN 80 OAYS, OR IF CON$TRUGiTEON �
OR WORK IS SUSPENDED OR ABANQQNQO fOR A PERIQO OF �QQ DAYS A7
ANY TIME AFTEq WORK IS COMMENCEO. ' NO QWL
I HEREBY CERTIfY TNAT I MAYE READ ANQ EXAIy11N�0 T}IIS APPLIC,ATION
ANO KNOW TME SAME TO BE TflUE AND CO�iRECT. A{,L PRpViSIQN$ �F �PAW$ VAL ATIO
AND ORpINANCES GOVERNING TNIS TYPE Of WQRK WI�I� �� C(�MP�IEO
WITH WHETHER SPECIFIEO MEqEtN OR NOT. TME GRANTING Of A PERMIT 239�
DOES NOT PRESUME TO GIVE AUTMORITY TO VIOIATE OR GAMCEL TME pERMIT F)
PROVISIONS Of ANY OTMER STATE OR LOCAL LAW REGULATIN(i CON•
STRUC7tON Ofi TNE PERFORMANCE Of CONSTRUCTION ],/{ �%
, P4AN C►1E
✓ � /v ? �
,
S�GNATUpEO ON'FACTO NAUTMOp12E0,1GENT YE� �
S�GNSTUqE OF QyyNEp��� ON�NEN BWLDEp� �OA/ff1 . ' � � Ai
STA�LS
J
OCCUPANCYLOAO
CU. fT
' PARKING
GARAGES
'�i ?
w �
NEw [ ]
ADDN [ ]
�.'rER I l
ConstructionAddress:
Legal Description: _
� CITY OF FRIDLEY
SINGLE FAMILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
7
� E.
Effective 1/1/98
�� � ��'
�
Owner Name & Address: ��ry��i/l� � `���ol�� �i1�C� � Tel. # ,5 1i�-� �/a J'`��
Contractor. ����_ � MN LICENSE #
Address: Tel. #
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
Construction Type:
DESCRIPTIO�T OF IMPROVEMENT
Length Width Height
Length Width Height
Length Width Hgt/Ground
Driveway Curb Cut Width Needed:
nA�: / 7
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Fscrow
Erosion Control
Pazk Fee
Sewer Main Charge
TOTAL
STIPULATIONS:
$ ���s�'
$ �, �v
$ /. Z a
$
$
$
$
$
$
$ .35�
Sq. Ft.
Sq. Ft.
Sq. Ft.
° � �-�s �c�s'�7o �
Estimated Cost: $ _ �,3 %%, 66
(Fee Schedule on Back)
Ft. + 6 Ft = Ft x$ _$
0
CITY USE ONLY
� Tel. # .� %J�-�y.� y
��-
Fee Schedule on Reverse Side
.�1 of Permit Valuation (1/lOth%)
$.50/$1,000 Valuation
$1000 per SAC Unit
$5.00 (State Licensed Residential Contractors}
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering
Agreement Necessary [ J Not Necessary []
��
. �
BUII.,DING PERMIT FEE SCHEDULE
The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for
any addirion to any existing building or siructure, or for any alteration or repair to any existing building or
structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount
herein below set forth and in the manner herein provided to-wit:
TOTAL VALUE
$1 to $500
$501 to $2,000
$2,001 to $25,000
$25,001 to $50,000
$50,001 to $100,Q00
$1(�,�1 to $500,000
$SOQ,001 to $1,000,000
$1,0�,(�1 and up
FEES
$21 (Minimum Fee is $21 plus surcharge)
$21 for first $500 plus $2.75 for each additional $100 or
fraction thereof, to and including $2,�
$62.25 for first $2,000 plus $12.50 for each additional $1,000
or fraction ttiereof, to and including $25,000
$349.75 for first $25,�0 plus $9.00 for each additional $1,000
or fraction thereof, to and including $50,000
$574.75 for first $50,000 plus $6.25 for each additional
$1,000 or fraction thereof, to and including $lt}0,000
$887.25 for first $100,000 plus $5.00 for each additional
$1,000 or fraction thereof, to and including $500,000
$2887.25 for the first $500,000 plus $4.25 for each additional
$1,000 or fraction thereof, to and including $1,000,000
$5012.25 for the first $1,000,000 plus $2.75 for each additional
$1, 000 or fraction thereof
DRIVEWAY DEPRESSION ESCROW
(Concrete Curb Streets Only)
Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.50.
Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide
approach with 6 inch depth - Driveway width plus 6 feet times $15.75.
VERIFICATION OF FOUNDATION
Permits for construction will l� issued a minimum of 24 hours from the time of application to allow for proper
review of the proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed
will be required before proceeding with the framing.
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FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS
COMMON VENT. VENT CONNECTOR AND COMBUSTION AIR VERIFICATION
When replacina an existina furnace, the undersigned hereby verifies that the
venting has been examined and is free from rust, deterioration, obstructions,
and is securely supported and firestopped where required. Yes () No ()
The venting system is plastic/PVC and meets all current codes and manufacturer
spec�cations including sizing, length, number of elbows and termination. Yes ()
The undersigned also verifies that the replacement unit is a listed assembly
and meets the cuRent codes and manufacturer's spec�cations. This does
include AGA-GAMA Category I Central Fumace Venting Tables for fan
assisted and natural draft appliances. Yes ()
.
The existin� combustion air is sized and installed to meet the current codes
and manufacturer's specifications.
When required to install a new combustion air, it will be sized and installed
to meet the current codes and manufacturer's specifications.
No ( )
No ( )
Yes( ) No( )
Yes ( ) No ( )
When installin� a new ventinq svstem, the undersigned hereby verifies thafi
it is a listed assembly and meets the cuRent codes and manufacturer's
specifications. This does include AGA-GAMA Category I Central Fumace
Venting T�bles for fan assisted and natural draft appliances. Yes ()
Is the common ven# and vent connectors sized and installed correctly after
an appliance has been removed from the common vent and vented
separately as per current codes.
No ( )
Yes( } No( )
Appliance Tvpe and Size/Common Vent and Vent Connector Information
Appliance #1 Type BTU Input Fan Assisted or Nat
Appliance #2 Type BTU Input Fan Assisted or Nat
Appliance #3 Type BTU Input Fan Assisted or Nat
Total Appliances Total Btu Input
Common Vent Type Vent Height Diameter inches
Appliance #1 Vent Connector Height ft Length ft Diameter in Type
Appliance #2 Vent Connector Height ft Length ft Diameter in Type
Appliance #3 Vent Connector Height ft Length ft Diameter in Type .
ALTERATIONS: (Describe)
F�EATING CO:
Signed By: Date :
ADDRESS
PIN
LEGAL DESC
PERNIIT TYPE
PROPERTY TYPE
CONSTRUCTION TYPE
CITY OF FRIDLEY
6431 iTNIVERSITY AVENUE NE
FRIDLEY, MN 55432
57"1-36U4 N'AX:
: 7877 ALDEN WAY NE
: 033024340032
: PEARSONS CRAIGWAY ESTATES 2
: LOT 11 BLOCK 3
: PLUMBING
: RESIDENTIAL
: ADDITION/ALTERATION
571-1257
.
PERNIIT O.: 2004-01312 ,
DATE ISSUED: 08/12/2004
VALUATION : $ 0.00
NOTE: COMBUSTION AIR SHALL BE PROVIDED PER UMC CHAPTER 6 AND TABLE 6-A. INSTALL DRYER WITH 1/2
INCH COPPER
# ELEC WATER HEATERS 0 VALUE OF FIXTURE/APPLIANCE 0
# NEW FIXTURES (EXIST OPENINGS)
# GAS DRYERS
# OF NEW FIXTURES
# WATER TRMT APPLIANCES
APPLICANT
CENTERPOINT ENERGYMIlNNEGASCO
13562 CENTRAL AVE NE
ANOKA, MN 55304-
OWNER
RICHARD SEVERSON
7877 ALDEN WAY NE
FRIDLEY, MN 55432
0 # GAS WATER HEATERS
0 # GAS RANGES
0 VALUE (FOR MINIlVIUM CALC)
0
AGREEMENT AND SWORN STATEMENT
This permit becomes null and void if work or const�ucrion
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 ha.ve read and examined this
application aad know the same to be true and coaec� All
provisions of laws and ordinances governing this type of wor�
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
r�g�g constru�tion or the performance of const�uction.
Bldg
PLBG PERMIT MINIMUM FEE
PLBG FIXTURES (NEW OPENIlVGS)
PLBG FIXTURES (EXIST OPENINGS)
WATER TREATMENT APPLIANCE
WATER HEATER - ELEC
WATER HEATER - GAS
GAS RANGE FEE
GAS DRYER FEE
PLBG REPAIR/ALTERATIONS
STATE SURCHARGE, PLBG FLAT
TOTAL
PAID WITH CHECK # 1015446
SEPARATE PERMITS REQUIRED FOR WORK OTI�R THAN DESCRIBED ABOVE.
0
0
0
15.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.50
15.50
Building MECHANICAL Permit No.� � � �%�
Inspections RESIDENTIAL APPLICATION xeceived By:
763-572-3604 CITY OF FRIDLEY va 'd
763-502-4977 FAX EFFECTIVE 1-1-08 � '
DATE Z 2 YOUR E-MAIL ADDRESS
srrE,4nnx�ss �€� � � 1rd I7� +��v'
� THIS APPLICANT IS: ❑ OWNER .�CONTRACTOR
PROPERTY Nq�: � ��►.F S�v�✓( S a av
OWNER/ qpDRESS: �7�' RL�y"Yli w{1 7 CITY � STATE w9/IZIP ,� s,3
TENANT PHONE: %� �" �° 2" Q!6 3
CONTRACTOR con�arrY Na�: l� r n rs rA� �{ ,�vQr-f'� �-•�u ��{o w.� t�
rro�:
SEPARATE CITY CONTACT PERSON: TrJi ��N- /�YNV� ti�Z
LICEMSES ARE STATE LICINSE # Z G�i � �E !J EXP DATE
REQUIRED FOR GAS
ANDHVAC. ADDRESS: 2�C� f}t/1Gr� Ik"�`!V CITY ��C�C✓�I L STATEMw+ZIPS�/!3
SUBMIT COPY OF BOND pHONE �s� �� �'�f� 5` Z FAX
ANDINSURANCE
PERMIT TYPE SINGLE FAMII.Y ❑ TWO FAMILY 0 TOWNHOUSE
TYPE OF WORK: � NEW 0 REPLACEMENT ,�'ALTERATION/REMODEL
DETAILED DESCRIPTION OF WORK Ti� S�64�i � M �!e�' c� n.,�
PER MS 16a.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $SOQ.OII, 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.OS =
FOR PROJECTS WI�RE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTUR�, EXCEPT WHERE NOTED. FIXTURES: (MDICATE TOTAL
NUNBER OF EACH BELOV+� _ .
Equipment Installed MFG: �%rn� L� MODEL: �� r I N° S SIZE/B'I'U � a�
MFG: � MODEL: SIZF/BTU
MFG: � MODEL: SIZFJBTU
A/C $25.00 FIREPLACE (GAS) $15.� _GAS RANGE/OVEN $10.00
AIR TO AIR EXCHANGEER $15 _FIItEPLACE (WOOD) $35.00 NEW GAS GRILL $10.00
BOILER $35.00 FURNACE $35.00 GAS UNIT H7R $]0.�
CHIMNEY LINER $10.00 GAS DRYER $10.0U POOL HEATER $35.00
DUGT WORK $10.� GAS PIPMG $IO.W VENTILATOR $15.�
— � ��;`� �:�.
Permit Fee $ Number of fixtures @$10.00 x$10.00 =$
Surcharge .50 Number of fixtures @$15.00 x$15.00 =$
TOTAL DUE $ OR Number of fixtures @$25.00 x$25.00 =$
Number of fixtures @ $35.00 x $35.00 = $
� State Surchazge = $ .50
MINIMUM $15.50 MINIMUM $15.50 Tota1=.$
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 Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to
start withaut a pennit; that the work will be in dance ' e approved plan in the case of all work which requires review and approval t�f plans.
SIGNATURE OF APPLICANT PRINT NAME �/� � � `S/� DATE �I 21
APPROVED BY DATE
, -
�.�
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
0 NEW HOMES/ADDITIONS ❑ EXISTING HOME ❑ MAKE-UP AIR
REQUIRED FOR NEW/EXISTING HUMES
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 Energ,y Mechanical Code Guidelines software may be used for
combustion and make-np air calculations.
C
�uilding
Inspections
�s3-s7a-��o4
763-502-4977 FAX
_ "��—•.....
STfG ADDRGSS �
THIS APPUCANT IS:
PCtOPL�RTY OWNER/
'1'ENAN'C
CON`I'ltACl`OR
SUBMITA COPY OF
YOUR S'PA1`� LICENSE
ANL? CER'CfFICATE OF
f NSURANC:E
PROPERTY TYPE
PEItl191T TYPE
TYPE OF WORK:
BUI�,DII�TG
RESIDENTIAI, APPLICATIfJN
CITY OF FRIDL:EYf��j
F.FFFfiTIVB I-1-49 PG{t����
YOUIt E-MAEI.. ADDRESS ��iC I^�{}1'� � .1
`��G��1' � .1%� . . lP �i'
CICONTRACTOR
t�
ADDRL•SS: �/ 1� � MI_ F�t�.t%�w ..�tJ�. C'ITY.
PH4NG: rI G� ^�i ��.,t�� __..........L%�.. �0_
srnrc Uc�r�sc u__.___._._.._..._____.____...� HxP oA-r�
ADDR�SS: C1TY
SINt3LC FAMILYINEW CONSTRUC,TICiN
TWO FAMILY/NL� W CONSfRUC!'ION
o taasaMSt�T r-tNisH o �oor
0 ti�C� O SIDIAfG
❑NEW HOMCCQNSTRUC'fION � ADDI'P(t7N
C1 MAINTENANCEJREPAIR F2LM0111:T.l
bGCC'RIB� WORK fi�1NG DC)Ta�: r�' h4 b��. �� d L� �!� 1�19
SIZL'Ul� IMpEtUVNMBNT �a�.l Q'�j� �d X!�. LENGTH �
��r� ❑ HOUSE ONLY
�UMBER OF SQUARTS 0 HOUSE & GARACL�
C I�A ': C O ATTACE[ED GARAGC
PROAnSF.,i) SI'/.R: O DGTACH�D CARAGR
PROpOSED HEIdHT:
'[AIN
!7 Vinyl
❑ Alumiaum
0 (7nc�r
Z}'.1NI,,,,_ 34W�
IN L�XISTIAIG OPBWp�tfS C]Ycs ONb
OR FOR N8W OPCNINGS-DESCRI6E S1Zi UF
CThFN[NG CHANGES &
TYPE OF WiNpOW TO BE INSTALLZD
OSaffil
I� Trim
0 Fescia
LOCATIOIV Ori' W[NDOW5
STpRI
ALL FEES ARE BASED ON YAI�UAT[QN INCLUDCNC THE COS'�'
JOB V
Plan Review
Fire Surchazge
Surcharg�
License Surcharge
SAC Charge
Curb Cut Escraw
Erosion Conlral
Park F'ee
Sewer Main Charge
Total Due
❑ URA[N TfLli
�QT[�ICR �
HBIGH?
Pernlit No.:
Rec�ived By:
����°�� �
c'�. r��t � � ✓aP�t� j� c �
TSI�� Zln.
A7G ZIP
r� �� 1NGi
V
�iASEMENT RL-MODT� nvt� Sl1Rnt►'r•
I. L�.risting Floor Alan
2• Proposcd Floor plan
3. List of slruclurnl memlxrs w tx uscd
HUR NBW CONSTRLr(�(ON TNCLUDING U�CKS,
AnAITIC)NS & i'OR Ft�c ctrrarqlT
I. Sitc YlenlSurvey shuwing tho ��isting structuiis
and proposc:d project.
2. Twu uis of cunstruction pians
3. L'nergy C.'alcutations
• OF LAIiOR AND MATERiALS:
(USING THE 1997 U.B.0 FEE SCII�DULE)
'I'YON $ OCCUPANCY Typ�
$ See Back Page fUr Fee Schedule
� � 65% of Building Permit Fee
$ .001 times the total job v�lualion
$ .00US x Permit Valuation Minimum �.50
� $5.00 (State Licensed Residential Cantractors)
$ $2004 per SAC Unit (Plans to MWCC for determination)
� �t+6ft� ftx�21=�
$ 5450 Conservation Ylan Review
$ Fee Determined by Engineering
$ Agre.ement nec:essary ( ) Non Necessary ( )
$ `i_ Make checks payabl� to: CIty of Fridlev Atta�h
'CHIS 1S AN APPUCATIQN FOR A PERMIT-NOT VALID UNT(I_ PROC65SCD
1 bereby npply for a building permit and I acknowlecige Ihat the inf'ormation abave is complele and ac:curafe; thAt the work wifl be in
cnnfor�nance with the ardinances and cc�des of the City of FriJley und with the Minnesota Gonstnicti�n Cocies; thut 1 underst�nd this is »ot �
�it but only an application £or a�it and work is not to sturt without a permit on site; lhat che work �vill Ue in accUrdanc� with the
appr�veti plan in the cr�se o ll�vork which re uires review and approval of lans.
SIC�NATURL OF APPLiCAidT � +".� /�
. .., .., . .... _ -_ __ _ _ _ I'R1NT NAMB �:.� J'1�..U`�� � __..._DA'1'H� � �'�v J_______..�
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