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City of Fridley, Minn.
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� LO TION BUILDING
No. °,�L.�� street yPart o Lot
Lot �__ Sl�k �_ Addition or Sub-Divisfon �
Coraer Lot � Inside Lot � Setback r��._.� .+.._ Sideyard � ��
�evation _� � c� �' � vation % , �� � `��_
DESCRIPTION OF BUILDING
�T Used • ` ;�y�.
Front�� Deptl�ae'.�-- Height � Sc1. Ft .�!c�i�—� Cu. F�y�l�h�6�
Front Depth fTefght � Scl. F't. ��� Cu. F� �
Zj►pe o4 etion Fs� Cost ��—��r �' � r To be Completed
In consideration oP the isauance to me of a gerrnft to construct described above I agree to do
the proposed work in accordance wIth the drescrlption above set fo pliance with a11 Provisions of
or8inances of the dty oP FFiiidley. cr'
��
In conafderation oP the PaYment oP a fee of $.�_ __ , P�t is hereby granted to
to construct the building or addition as d�cribed above. This �ermit is granted upon
the expr�s c�ndition that thepe�o n to whom it is granted and hia agente, employees and worl�nen, in all work
done in, around and upon said building, or anypart thereof, shall �nform in all respects to the or8inancee of
Fridley� M3nnesoffi regarding lacation, construct�on, alteration, maiatenance, repair and moving of bafldiuga
withiu the dty limits and ttiia permit may be revoked at aqy �ime upon,�6�la on of aay of the Provisions of eaid
ordinances. / 1 � i/ / i'
Buildiag Inspector
Nonc�
'IYs permtt d� ne� eersr Nro eemlmeHoe. �talldla� te� WGtne, piumbieg, ea haHeg, awar m wtlsr. e� arre to �s
t6a Building I�e hr aparaM p�re�6s foe fkas tt�s.
, .. , ll;PPLICATIO�T FOR BUILDING PEAM�7t ,, r�°� r„�, �
. . ,. , • . _. .: ;.�.� �
_.. � CITl'.� OF FRIDLEY, MTNNESOTA , ,; , , �� °
' . �� '. ; , . , ,
ow�a� s �var� �� 1 + �rII.n� .'�r` i+� ` C ���1 �c+�� C,
ADDRESS'.� � �: , �-'. � . � . . , , . � ,. �ADDRESS �� � / �� �� ��: �G�B�+ _ ,
. , • ' . , ._ , . , .
.� LOGATION OF BU�LDZNG . � . _ . . . , .
. .Co-AR DE�vq � '
No. ._ ��`� � �r�� ;, Street� . ,$art of Lot
Lo� �. ' B1ock. � '; Additioa�,' qt.�Sc�bdivision (s-`U�-���v�ir�P ����
Coraer Lot In�ide Lot�Setback �� , Si�le-Yard�� %� `�
SEWER ELEVATION �� FOUNDATION ELE9ATION -
Applieaat; gXtach �o this form Two Certificates,:,of Survey :of i,ot �au41 proposed build-
ing .lcication drawa on thet�e..Cgrtific�tes . , , , � � - �
� . . .. 9 . . .,.. ,.�. ..... ,
DESCRII�T'tON OF BOILDING '
,.._:..:..
To be sed as:
. a . ,. �:..,. �, , . . , r..� .� ;
Front � Depth 3� � Height �
,,
.S:q, , F,C c �`�. /�v Cu . , Ft . ,, . .
. ,
Fiont � `�'� Depth � Height �
, . � 'Sq� 'Ftr 'flD7r� � Cu.; P't. . .
Type of Construction � � �stim$ted Cost �% �O�c�
• .-�
To be Compieted �' � ct {p � . .
4 .
The undersigned hereby makes applicatio� fo� $ peraait for C�ie work kerein.epecified,
agreeir►g ta.do all work in etrict accordaace with the City of Fridley Ordinances aud.
rulinga �f `Ehe Department of Bu3ldings, and l�ereby declares that aIl �he facte and
represeatatioms stated ia Ch3s application are t,{�Ie and correct: :
DATE � /O SIGNATURE �
�Schedule of Fee Costs can be found on the Reverae Side).
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BUII.D7NG PERM[T FEE SCHEDULE
Section 2. The Inspector of Buildings shall, before isauiag anq pertnit for
the erection of aay building or structure, or for aay addition to any exi�t-
ing buildin� or strucCure, or for°any aiterationa or repaira to any esisting
building or s�cructure, upon application therefor, require the payment by the
appl3cant for such permit of fees to the amount hereia below set forth and
ia the maaner hereia prov9.ded eo-wit:
2,_1. �'or aay such permit for the erection o.f anq fire-proof buildin�,,other
than a garage� warehouse, factory or grain elevator,.or for the erection of
any fire-proof addition, for s3m31ar occupancy, to aay esi�ting building
ahall be at the rate of $1.40 for each oae thousaad cubic feet, or fractioa
thereof, in such cubical�coatents.
2�.2. For any such permie for �he erection of any fire-proof garage, warehouse,_
f�.ctory or grain elevatos, or for the erection of aay fire-proaf eddition,
for similar occupancy, to any existing buildiag shall be at the rate of $1.25
for each one thousand cubic feet, clasaified as 11fireproof" by Section 502 of
the M3nneapolis Buildi�g Code.
HOUSES
2.3. .For aay such permit for the erection of �.ny aon-fireproof buildiag othe=
thaa a garage, warehouse, factory or grain elevator, or aaq noa-fireprQaf
addition, for simflar occupaacy, to any exi�tiag building - permit $1.00 for
each one thousand cubic feet.
GARAGES
?.4� For auy such permit for the erecxion of aay non-firepraof garage, .
warehouse, factorp or grain elevator, or for the erection of any non-fire�proaf
addition,_�or--similar occupaacy, t� enq existiag building or for each auch
�_- -building.or addition - niaet�• cents ($0.90) for each oae thousand cubic feet
or fraetion thereof, �a the cubical contents thereof with a minimum of $4.00..-
For the purpose of ce�put�tng fees for building permita, the c�bical contents
of aay building or addiCion to a uniform height throughout by multip�ying the
ground area covered from a point si� (6) iaches below the floor line of the
basement or cellar to the average height of the upger surface�or to the
average height of the rQOf surface of the maim gable of a pitched roof.
2.5. For repaira or alteratioas to an enist3ng structu�e, the fee ahall be
at Che rate of $3.00 per each Five Hundred Dollars ($500.00) or fraction
. th�reof 3n the cost of aIl proposed work.
2.b. In .no case sha11 the fee_.char�ed for:.a,ny p�,erm3,� a{s 8�t forth in
Sectioa 2 be less.than $4.D0.
^ � . �
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FIARVEY A. CAR7WRIGHT
ANOKA GOUNTY iURViYB
M6NfiEPIN COUMTY SURVEYB
MINNEAPOLIf iURVEYB
6410 PALM BTREET N.W.
8UN8eT 4-7886
OWNLR
INDUfTRIAL � JUOICIAI�
BUSINE88 — TOPOORAPWICAL
CITY LOTB — ►LA7'TING
5�m Teraplin
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Cl�iBTWR=t�ST & OLSOH
LA1VD SUR vEYORS
REOI�TSRtD YND6R I.AMIS OF fTAT6 OF MINNt80TA
LIGSNitO dr OROINANCi OF CITY OF MINNEAPOLIf
326 PLYMOUTH BUtLDING FEoERa� 9-8721
HENNEPIN AT SIXTH • MINNEAPOLI3 3. MINNESOTA
�9iurbcpor'g �ettiiecatt
GOMBINtNG TNE RHCORDS OR
J. E. HILL, Civa ENaiNeffR
eetwe�isM[� �ua
C. F. SANDHOFF
CIVIL ENCi1N6ER
68TABLIBN6D fY08
JAMES NELSON
SuRVevoR
lBTABLIBM6D tYEt
METROPOLITAN LAND
SUpVElrORB, [BTABLIBMED �ae�
Imroice 22 876
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I I�.�reby cer�Gii�* th�t th.is is � true and corrPct re�rasontation of a survey fl�'a
Zot 9, �lock l, G�.rdona 1�e3.al�:nci Gardens
!is svrve�ed by me this 9th day of I�ovember' 1962.
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HEAT LOSS
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IONS DEPAR11Vff.NT OF BUILDINGS 1VIINNEAPOLIS. MINN.
.S.H.V.E, Construction No. Insulation
..`°...`.°...`"., Guide
' ows rs Reference Out. Int. Wall iling Roof Floor Kind How Applied
� es No , I e No 19_
Fl.� ./ Room � Length Width He'ght Length idth Heigh
Windows an oors—Crackage and Area Windows and Doors—Crackage and Area �
�Yldth Helght No. of Llneal f. A a W th Hel . ot Llneal ft. Area �
No. of pane .. o[ lig te ot r- e'�Yt. ��� � N� o � e o�p 1! te o! cr c eq. tt.
. . _ � � _ , - I'"� - �'� � '' �
�
Infiltration
Glass
Eap. wall
Net exp. �
Int. w 1 - � �
Ceiling
Floor
To Btu.
Require s. ft. E.D.R. or sq. ins. W.A. er area
F1.� ,� , Room � Length Width '"'"'"Eieight '
Win ows and Doors—Crackage and Area
Wldth Hetght No. ot Lineal ft. Aree
No. ot pane ot pane lighte of crack eq. tt.
WGE. DiU
GIBSS
Exp. wall
Net esp. wall
InG w�
Ceiling
Floor
Total��
equir .R. or sq. ins. W ader area '�
FI. ` ' Room � Length idth Height
Wiadows and Doors—Crackage and Area
W1dth 1g No. ot Llneal [t. Ar
N Dane e II dte ot c eq
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�Illl�ti$iIOA
Cslasa
Exp. wall �"
Net exp. wall �1
Int. wa , E
Ceiling
Floor ""` -
Total tu.
Required sq. ft. E.D.R, or aq. ins. W.A. l.eader area
Infiltration
Glass �
Eap. wall
Net eap. wall
Int. wa 1
Ceiling
Floor �""
Tota tu.
sq. t . v.t�
C�:.�-C.- �
ws and or
H 1 t
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or sq. ins. W.A. ead�
im � 1-ensth ""'�Vi
—Crackage and Area
�.�p oi Lfneai [t. �
iahte of creclt� ei
�838
EEp.—� �
Net eap. wall
Int. wall
Ceiling ,
Floor
Tot tu.
Requue . k. .`�
F7.
Windows and Doors-
Width Hetght
No. of nene ol!p�e
I�
Infiltration
B�
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sq. ins. W.A. - �der are
I ength �idt +�'""'E�eight
;rackage and Area ;�
�o. ot Lfneal fR. Area
!g te ot crack ea.
%, r
Glass
Eap. wall (%' e�-=
NeE exp. wall
Iat. w ll
Ceiling'
Flo� � ' ."" +
7 al Btu.
� Requircd sq. ft. E.D.R. or sq. ins. W.A. I.eader area _'
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HEAT LOSS CALCULATIONS DEPARTMENT OF BUILDINGS
Weatherstrips A.S.H.V.E, Construction No.
Guide
ws s Reference Out. Wall Int. Wall Ceiling Roof ' F7oor Kind
Y N 19—
Fl. - "' oom � Length idth eight Fl. R m I
Windows and Doors-Crackage and Area Windows and Doors—Cr
Wfdth HelBht No. ot Llneal f. Ares Wldth Hetght No
N p ot Ilg a of aq No. O a OL p 11g
e B
Infiltration Infiltration
Glass
Esp. wall �.. "� �
Net exp. wall
Int. wall
Ceiling
Floor �" ••�"" ,�.
To tu.
R quired sq. ft. E.D.R. or sq. ins. W.A. I.eader area
F7.� Room � Length Width
Windows and Doors--Crackage and Area
Wldth Helght No. oL L1nea1 tt. Area
No. of pana ot pane lighta of crack eq. it.
Ii16���1OII I
Glaaa
Exp. wall
Net eap. wall :
Int. wall '
Ceiling
Floor
Total $tu.
Required sq. ft. E.D.R. or sq. ins. W.A. Leader area
FI. Room � Length Width
Windows and Doors—Crackage and Area
Wldth Helght No. oi Llneal ft. Area
No. 01 yane ot pane Ilghte ot crack eq. ft.
�
Infiltration
Glass
Exp. wall
Net exp. wall
Int. wall
Ceiling
1� loor
Total Btu.
sq. ft. E.D.R. or sq. ins. W.A. Leader area
Btll
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Btu
� Glass
� Eap. wall
_ Net eap. w
Int. w ll
� Ceiling
� Floor
� Tota tu.
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1VII1�iNEAPOLIS. NIINN.
Insulation
How Applied
ckagL� and Area � I
ol Llneal LL: Aree �
te oL crack eq. 1 �
�
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FI.� Room � Length Width Height
Windows and Doors—Crackag� and Area
Wtdth Helght No. ot Llneal tL Area
No. of Dane of pane llBbte ot crack eq. ft
' In<ration
Glass
�p. Wau
Net eap. wall
Int. wall
Ceiling
Floor
Total Btu.
Required sq. ft. E.D.R. or sq. ins. W.A. Leader area
F7.� Room I Length Width Height
Windows and Doors—Crackage and Area
Width HefBbt No. of Llneal [t. Area
No. � o! vane ot pane Itghte of crack eq. tt.
Coef.l Btu
Infiltration
Calass
Eap, wall
Net exp. wall
Int. wall �y
Ceiling
Floor
Total Btu.
Required sq. ft. E.D.R. or,sq. ins. WA. I.eader area
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Cit of Fridle
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T�
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� PROTECTIVE INSPECTION SEC.
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� /"'1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BV
�'�•'� � ,�� 612-560-3450
910-F15 6/15/73 � �
JOB ADDRESS 5951 Gardena Lane N.E.
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED
oescR. 9 1 Gardena. Meloland Gardena SHEET
2 PROPERTYOWNER MAILADDRESS ZIP PHONE
Donald M. Roux 5951 Gardena Lane N.E.
3 CONTRACTOR MAIL ADDRESS Z�P PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAILADDRESS Z�P PHONE LICENSENO.
8 USE OF BUILDING
� Residential
7 CLASS OF WORK
Cj� NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
S DESCRIBE WORK
Construct Swi.�ing Pool (40' x 16')
9 CHANGE QF USE FROM T�
STIPULATIONS See flealth Inspector's Memo dated June 13, 1973
SEPERATE PER
I�iTS REQUIRED FOR �NIRT��,
- �ATING, PLUMBIN� AN� SIGNS,
H
SEPARATE PERMITS ARE RE�UIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
TMIS 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 SUSPEtdDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT R�1
ANV 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 VA�UATION SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED.
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT �1a31O .%S
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pEFM1T FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REC3ULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. � $9.00
PLAN CHECKFEE TOTALFEE
�, %`�7vt-d • t�}- �'j'1. �,�� � -/s-'.9 $9.75
SIGNATUREOFCONTHACTOHORAUTHORI2EDAGENT IDATEI W EN P P L DATED THIS IS YOUR PERMIT
-- � C°J��73
SIGNATUREOFOWNERIIFOWNERBUILDERI IDATEI - BLDG INSP �ATE
,�;
A1�PLICATION FOR RESIDENTIAL, ALTERATION,
OR ADDITION BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA �����`��
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NO : _.,�5"/ S TREET : �Gr/!-���a� ��.v ,
LOT: � BLOCK: f ADDITION:���.11� .�%,g�, � �e�e.t�'
CORNER LOT: INSIDE LOT: SETBACK: SIDEYARD:
Applicaat attach to this form ltao Certificatea of Survey of Lot and proposed
building location drawn on these Certific�tes.
To Be Ueed As;
�ESCRIPTION OF BUILDING
Front: Depth; Height:
Square Feet• Cubic Feet•
Froat• Depth• Height:
Square Feet; Cubic Feet:
Zj►pe of Constxuction: �Q�c-U-t�",q, �c,u.�, .�6eI Estimated Co�t;_$ /� /O ��°�
To Be Cotnpleted: � � �„�
The undersigned hexeby makes applicativn for a permit for the work herein
epecifiedi a�reein� to do all work in stiict accordance with the City of
Fridley Ordinances and rulings of the Dep�,r�ent of Buildinga, and k�ereby
declares that all the facts and representat�ona stated in this a.pplication
a�e true at�d co7�rect.
DATE : SIGNATURE •'�`�O � � ` �? ' �,t.e�
_�__,
(See Reverse Side For Additioaal Information.) �
� C������� -
/ �7 S�.
'� � ,
BUILAING PERNIIT FEE SCHEDULE
SECTION 2. The Inspector of Buildings shall, before issuing pexmits for the
erection of any building or structure, or for any addition to any existing
buildis� or stxucture, or for any alteration or repaira to any existing
building or stt�tcture, upon application therefore9 require the payment by the
applicant for such permit of fees to the amount herein below set forth and in
the manner herein pravided to-wit:
� UNIFO'�MRM BUILDING CODEo �pe 1, 2& 4-$2.15 for each one thousand cubic
feet, or fractioa ther�oi� in such cubical co�tentse �pe 3& 5-$1.85 for
each one thousand cubic feet, .
ADDITIONAL I�IFORMATION
�or t�ie .purpoee of computing fees for building permits, the cubical contents
of any building or addition, ia determined by mul.tiplying the ground area
covered from a point six (6) inches below the floor line of the basement
or th�e cellar to the �verage heights of the upper suxface or to the avexage
heigl�t o£ the roof surface of the ma.in gable of a pitched roo�.
For repaire or alterations to an existing structure, the fee shall be at the
rate of $3.00 pex each five hundred dollars ($500.00) or fxaction thereof in
the cost of all propoaed work.
In no caee sha.11 the fee charged for any permit as set foxth i,n Section 2 be
less thaa $5.00, �
VBRIFICATION OF FOUNDATION
NOTE: Pez�taits fox eonst�cuction will be issued a miniffium of 24 honra from the
time af applica�ion, �o ailow for propex xeview of the proposed structu�e aud
of tt;e co�truction �ite.
A Certif3.ad Survey of the lot, showing tl�e loeation of the foundation, onee it
haa iaeen constructed, will be required beiEoze proceedin$ with the framiug.
CERTIFICATE OF OCCti�'ANCY
Appl�a�tiot� for a Ce�tificate of Occupancy shall be ipa.de ten (10) da.ys prior
to the use or occupancy of any structure for Which � building permit has been
iasueda and said st�i;�,ture shall not be used or occupied until a Ceztificate
of Occupancy ha� bee�'3.asued.
.
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' Plau Revi�a Of Private Pool k�or
' S951 Gardena I.�ne AI.�.
The �ollor�in� items n�ed con�id�raeion; .
1. On� �ki�ex
$. One inlet on r�op and oa:� it�l�t on bottom (].2" �rtom top and 12" f�om
battom'
3. G�tt�ea mu�t be �elf-clo�in� end �el�-l�tt�hing �
�. Prw�de ��n�ll dack at bo�eam o� l�dd�x (�I�oue 3� � 3� or la�e�r)
$. P�'a�vride � b��k-fla� p�cev�neo�r on in�id� oft hou�e in �teY l�n� to
out�i� �pi�ot u��d �o �f11 pool.
6. PTa diving bo�rd will l�m� pra�tided.
7'. 6kirrane�e�p pumP� s�nd fii��r� mu�t b� N.S.F'. �pproved.
8. Tu�snov�r �ate �au�� be ],.� haur� or 1�� �iehou� �ceedin� g��oummended
�il�c�caeiox� sat��
9.. Eiect���l mut�t io� �gproved tiy' �h� �lm�tgi�l. Inap��teu.
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App�aved �aub���t �o �bov� ��tmm�nt�
�une 13, 19i3
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MODEL #2720-88 (20 #. Vacuum Hose) `
MODEL #272fr-88 (26 #. Vacuum Hose);
These kits are designed to provide all of the equipmeti
necessary for proper pool maintenance (when a thru wa'
skimmer is used) at the lowest possible cost. ,
Each kit is packed one to a carton.
Sl1PERIOR NIAINiTENANCE ICIT� �
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MODEL #2g2�-8$ (ZO #. Vacuum I�
MODEL #2926-88 (26 #. Vawum (
MODEL #2935-88 (35 #. Vacuum�
These kits (for customers using a thru-wall skimme7 N
the convenience of a telescopic pole, the superior leaf skim
which may be mounted to the pole, and also the added c�,
venience and operational efficiency of a large weighted va��
uum head.
Each kit is packed one to a carton.
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Model #2391 (replacement cartridge for Model #1110) J,
#all, w/53 pleats. �
Model #2392 (replacement cartridge for Model #1141) !�
tall, w/106 pleats.
Model #2393 (replacement cartridge for Model #1162)
tall, w/106 pleats.
All replacement cartridges are packed in an individua`i
which also contains two new foam gaskets ta assure F
sealing of the element assembly. The individual box
for easy shelf storage and display.
Packed six to a carton. r
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MODEL #2095-77
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SKIMMER
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A large, well designed, automatic surface skimmer,
which employs the floating, hinged weir principal (as
found in most in ground swimming pools).
High quality injection r�olded body provides for the
remoaal of the leaf basket from the exterior of the
pool (on pools with top rails up to and including 10"
wide).
The unit contains an automatic throttle control so
that suction over the weir may be regulated. The
vacuum attachment (designed for use with either 11/a"
or 11/2" vacuum hose) plugs directly into the face
plate of the skimmer; thus, removing the necessity to
pull the vacuum hose over the top ofi the weir. For
added protection all vacuummed water passes thru
the leaf basket on its way to the filter unit. The Thru-
th� wall Skimmer comes with a direction control eye-
ball inlet fitting and complete plumbing kit.
Doughboy's skimmer is truly the ultimate in thru-
the-wall skimming systems for the above ground pool.
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� 1400 SER IES
Standard models available
• 1/3 H.P. - 9'/� sq. (eef filter area
• 1/2 Fi.P. - 13-3/ sc�. feet filter area
(wiCh� o(f-on switch)
• 3/4 H.P. - 203/ sq. feet filter area
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3 POSITION BACKNVASH D.E. FILTER
V-IAIR AiiID LIf�T POT
Again Doughboy provides more — a large
5'h-inch removable basket assures ade-
quate protection for the pump from
debris. The tremendouly increased area
provided by Doughboy"s basket assures
continued flow even though substantial
amounts of material may be trapped in
the basket.
SPIN-SURETM
PUMPIMPELLER
Patent Pending
Another poughboy first! This impeller
completely eliminates the problem of
corrosion of the steel motor shaft while
running in the water chamber of the
pump.
The rust and corrosion protection fea-
tures mentioned above is actually a secon-
dary benefit. THE PRIMARY FUNC-
TION OF THE SPIN-SURE IMPELLER
IS TO PROVIDE SAFETY FOR YOU.
BY TOTALLY ENCASING THE STEEL
MOTOR SHAFT IN AN INSULATING
MATERIAL THERE IS ABSOLUTELY
NO POSSIBILITY OF ELECTRIC CUR-
RENT BEING TRANSMITTED
THROUGH THE MOTOR SHAFT INTO
THE WATER CHAMBER OF THE PUMP
AND SUBSEQUENTLY INTO THE
SWIMNfING POOL.
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HEAVY DUTY PUM�
AND MOTOR
Doughboy�s new whisper quiet pump is
the result of proper engineering and the
application of hi-impact molded products
to provide a pump which is impervious to
pool chemicals and completely corrosion
free. The combination of the SPIN-
SURETM impeller and the heavy duty
pump provides greater flow during the
entire filter cycle.
Standard models avaitable
• 1/3 H.P. - 9'/a sq. feet filter area
• 1/2 H.P. - 133/4 sq. feet filter area
(with off-on switch)
• 3/4 H.P. - 203/o sq. feet filter area
(with off-on switch)
BALANCED FILTER
ELEMENT ASSEMBLIf
The newest and most efficient interlock-
ing element construction known to the
swimming pool industry.
The ELEMENTS ARE SPACED ONE
FULL INCH APART to provide proper
flow and distributipn of the filter aid and
to assist in a high level of efficiency for
filter cleaning.
Each individual element grid has scientifi-
cally engineered orificing to�provide for
total hydraulic balance through the entire
element assembly. It is the coupling of
this hydraulic balance in each grid with
the balanced design of the POSI-LOCK
manifold itself that provides a totally
balanced system.
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RELIEF-O-MATICTM
�atent Pending
This EXCLUSIVE DOUGHBOY FEA-
TURE removes the necessity for manual
release of air from the filter system on a
daily basis, as the automatic system is in
operation at all• times.
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CLEAN-O-CATORTM
BACKWASH INDICATOR GAUGE
This EXCLUSIVE DOUGHBOY FEA-
TURE provides a complete non-mechani-
cal indicator to tell the operator when the
filterunit is in need of backwash cleaning.
�aYent Pending
POSI-LOCKTM
GRID MANIFOLD
DES. PAT. .No. 218,518
PAT. No. 3,536,195
This EXCLUSIVE DOUGHBOY FEA-
TURE provides for the positive rotation
of the grid assembly. Each grid and each
spacer is independently locked to the
permanent manifold system, thus assuring
positive element rotation to provide
proper cleaning.
Another important feature of the Posi-
lock manifold is balanced hydraulic flow
during filter and backwash cycles.
� � , ��
THREE POSITION ��"�, �
BACKWASH VALlJE �
DOUGHBOY'S EXCLUSIVE THREE-
POSITION VALVE is designed for com-
plete filter cleaning with the minimum
amount of effort on the part of the oper-
ator.
Doughboy�s valve has a positive locking
position in all three operating zones; thus,
avoiding the inadvertent movement of the
handle during filter operation.
By merely rotating the handle in a clock-
wise direction (approximately one quar-
ter of a turn) with a slight upward pull,
the valve will find its own internal guide-
way and slide upward to the next
position.
1. FILTER POS�TION
With the valve in this position
�� the water flow pattern is that
° which is required for normal
filtration of the swimming pool
PUMP , and is also correct for the addi-
FlLTEq tion of the filter aid to the unit.
-'� 2. BACKWASH POSITION
With the valve in this position
the entire force and flow of the
pump surges on a reverse pattern
thru the element assembly for
proper cleaning. The process of
cleaning the grids from the in-
side out combined with positive
rotation assures the ultimate in
PuMP �\I"��� cleaning.
_ FlLTER 3. VACUUM TO WASTE
= The Vacuum to Waste position
wnsre is designed to allow you to
vacuum an extremely dirty swim-
ming pool directly out the waste
port without contaminating the
filter unit itself. In addition to
this very important function,
you may also empty the pool by
using a vacuum set or other suit-
PUMP ablesuction lineand again pump-
ing the entire volume of the
water without the necessity of
� forcing it through the element
WASTE assembly.
�Doughboy Recreational
� Domain Industries, Inc. 10959 Jersey Boulevard, Cucamonga, California 91730
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C��Y OF F�IDLEY
HEALTH AfdD SAFETY INSPECTIO�
BUS INESS NAME : �� i� DATE : ��.�, ,,,� �,�L� �'4
�
OPERATOR: TEL. �
ann�ss : ..�"'�;'..�° j� �_ �°:�,�. , -�P� oF Bus . �
On this date, the health authority made an investig�tion of the �ubject faciliey.
The deficiencies noted at thie time and the necessary corrective measure� are
�iven below. If you have any question$ concerning this m�tter, please feel free
to call on us at our o€ficea (City Ha11, 6431 University Avenue N.E., Fridley)
Telephone No. 560-3450, Ex. 41.
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SUBJECT
City of Fridley
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T
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� �L _____ COMMUNITY DEVELOPMENT OIV.
r � � PROTECTIVE INSPECTION SEC.
1 i i
� � ���'1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF
�----� • •�� 612-571-3450 910-F15 5/11/84 � �
JOB ADDRESS 5951 Gardena Lane N.E.
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION
DESCR. 9 g 1 Gaxdena Meloland Gardens
2 PROPERTY OWNER MAIL ADDRESS ZIP
I�onita Bi.edler 5951 Gardena Lane N.E. 571-8983
3 CONTRACTOR MAILADDRESS ZIP
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS Z�P
5 ENGINEER MAILADDRESS ZIP
8 USE OF BUILDING
Residential
7 CLASS OF WORK
8 DESCRIBE WORK
Construct a
9 CHAN(iE QF USE FROM
STIPULATIONS
1749
..����1�-
APPROVED BV
SEE ATTACHED
SHEET
PHONE
PHONE LICENSE NO.
PHONE LICENSE NO.
PHONE LICENSE NO.
❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
1 v 7Gl
��A������ tilitie�
OeYOr� dig'��ng call local � �t�.
�E►.EPHO'NE � �.L�CZRIC - 6P� �
�EC�l��RE� �� �
TO
�EP���T� PERNf[�'S R����RE� ��� �11lRti�C�a
�11���'G��. ��.���E��t�� A�t�� Stf,�(���
SEPARATE PERMITS AHE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST.
VENTILATING OR AIR CONDITIONING. WOOf� FY�i
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING
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
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION �'
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED 14,850
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERM1T FEE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $]_],O. SO
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
�` 2%.63
�SIGNA OF ONTRACTOR� UTHORIZED T IDATEI ' HEN PRI
F A
��
SI N E F OWNER IF OWNE BUIID R� � ATEI ai nr; iNSa
OCCUPANCYGROUP IOCCUPANC`r'LOAD
1
SQ. FT. I CU. FT.
OFFSTREET PARKING
STALLS GARAGES
SURTAX
$7.43
SAC CHARGE
None
TOTALFEE
$145. 56
RL IDATEQ THIS IS YOUR P�RMIT
p� [] Citq of Fridleq Effective 4/1/84
ADDN. L � R-1 AND R-2
pLTER. L � Building Permit Applieation
Construction Addre
Legal Description:
0
Property O�ner/Address: �o�"� e �� � �� �� e�� �°' Tel. # �7/ �'� ��
Contractor : l� �� ��' Tel . # _
Addresa: �
LI9ING AREA:
GARAGE AREA:
DECg AREA:
OTHER:
Corner Lot [ ]
Attach to this application, a Certificate of Survey of the
lot, raith the proposed construetion drawn on it to scale.
DESCRIPTIOA OF II�IPROVEMENT
�
Length �_ Width %� � Height __ Sq. Ft. Z�8 _
Length _ Width _ Height Sq. Ft. _______—.
Length __ Midth _ Hgt/Ground Sq. Ft.
��/ �1V� �.f1�C/ z �
Inside Lot [] Ft. Yd. Setbaek Side Yard Setback
Type of Construction: �L� � r �^'� ¢' -
Approx. Completion Date: � � �S�
Estimated Cost: $ � ��
Alt. A Alt B
Proposed Driveway Width If New Opening Is Desired: - $ $ --
See Back Page for Explanation
DATE: � .�
APPLICANT: P Tel .� S7/ �'9 8' 3
Permit Fee
Plan Check
State Surcharge
SAC Charge
Park Fee
SeWer Main Charge
TOTAL
STIPULATIQAiS :
��
�
CITY IISE ONLY
$ 1i �,� Fee Schedule on Reverse Side
$ ��.�,� 25� of Building Permit Fee
� ',. �� $.50/$1,000 Valuation
$ - $425 Per SAC Unit
$ - Fee Determined by Engineering
� �
P� Agreement Necessary [ 7 Not Necessary []
$
/ �/
� '
BIIII.DING PERMIT FEE SCHEDULE
The Chief Building Offi�ial shall, before issuing permits for the erection of any
building or structure, or for any addition to any existing building or structure, or
for any alteration or repair to any existing building or structure, upon applicatio n
therefore, require the papment by the applicant for such permit of fees to the amount
herein beloW set forth and in the manner herein provided to-Wit:
Total 0aluation
$1.00 to �500.00
Fees
$10.00 (Minimum Fee is $15.00)
�501.00 to $2,000.00 $10.00 for the first $500 plus $1.50 for eaeh
additional �100 or fraetion thereof, to and ineluding
$2,000.
$2�001.00 to $25,000.00 $32•50 for tY�e first $2,000 plus $6.00 for eaeh
additional $1�000 or fraetion thereof, to and
including $25,000.
$25,001.00 to $50,000.00 $170.50 for the first $25,000 plus $4.50 for each
additional $1,000 or fraction thereof, to and
ineluding �50,000.
$50,001.00 to $100,000.00 $283.00 for the first $50,000 plus $3.00 for each
additional $1,000 or fraction thereof, to and
ineluding $100,000.
$100�001.00 and up
$433.00 for the first $100,000 plus $2.50 for eaeh
additional $1,000 or fraction thereof.
DRIYEfiAY DEPRESSION ESCRW
(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
approaeh With� 6 inch depth - DriveWay Width plus 6 feet times $15.75
9ERIFICATION OF FOIINDATION
Permits for eonstruction Will be 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 onee it
has been eottstructed will be required before proceeding With the framing.
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ADDN. [ ]
�,,TEx. I J
City oP Fridleq
�R-1 AND R-2 .
Building Permit Application
�I�� ��'
Effective 4/1/8�1
Construction Address: S/�� ��N� �'
Legal Desoription: �� 9�1at� � eAn�� N�'��'� �A���s
Owner Name & Address : p�� ���d�� s9g� ���� � ' Tel . # ✓�7� � o,a 3
Contraetor: �bCpf1/� �L � P�4T�° + � Tel. � ��"p�o�
Addreas: 3%G,S /�0. �lo. R�'J. �� /°Ll�ik��l /K�✓ .,5���5��
LI9IAG AREA:
GARAGE AREA:
DE�:
OTHER:
Attaeh to this application, a Certificate of Survey of the
lot, With the proposed construction draWn on it to scale.
DESCRIPTIOH OF D�!?PROOEt�NT
Length liidth Height Sq. Ft.
Length Yidth ._ Height Sq. Ft.
Length _._. Width Hgt/Ground Sq. Ft. _
;� xs'� � �'�►r� Sw��a��� Pooc
Corner Lot [] Inside Lot [� Ft. Yd. Setbaek Side Yard Setbaek
Type of Construction• Estimated Cost: ����'�
Approx. Completion Date: `�� J� J�a
Alt. A Alt B
Proposed Drivexay Width If NeW Opening Is Desired: � �
See Back Page for Explanation
r Tel. # ��..2'I`0°9
DATE: �"��'�F APPLICANT: �"-�
Permit Fee
Plan Check
State Surcharge
3AC Charge
Park Fee
Ss�rer l�lain Charge
TO'rAL
CITY IISE OALY
� Ca�. ��� Fee Schedule on Reverse Side
� 25x of Building Permit Fee
� . � �.5oia�,000 vaivation
� a425 per SAC Unit '
a Fee Determined by Engineering
� G
� -
STIPULATIONS: /� J-� � ��--�
� _ ``�—(,��
/ �- n�� � ��
���� �
Agreement Necessary [ ] Not Necessary [ ]
s,
�
�
�.
�
0
BIIII.DING PSRMIT FSE SCHBDIILE
The Chief Building Official shall, before issuing permits for the erection of any
building or structure� or for any addition to any existing building or structure, or
for any alteration or repair to aay existing building or strueture, upon application
therePore, require the payment by the applieant for such permit of fees to the amouni
herein belo� set forth and in tbe manner herein provided to-xit:
?otal oaluation
S,.00 to a5oo.o0
F@es '
r
�10.00 (Minimum Fee is a15.00) •
�501.00 to a2,000.00 �10.00 for the first a500 plus a1 •50 for each
additional �100 or fraction thereof�� to and including
�2,000.
�2,001.00 to a25,000.00 �32•50 for the firat a2,000 plus �6.00 for each
additional a1�000 or fraction thereof, to and
ineluding �25�000.
�25�001.00 to �50�000.00 �170.50 for the first a25�000 plus �4.50 for each
additional �1�000 or fraetion thereof, to and
including a50,000.
�50,001.00 to �100�000.00 �283.00 for the first �50,000 plus �3.00 for each
additional �1�000 or fraction thereof, to and
including a100,000.
�100�001.00 and up
��33.00 for the first a100,000 plus �2.50 for each
additional �1,000 or fraction thereof.
DRIYEiiAY DEPRBSSIOA BSCRW
(Concrete Curb Streets Only)
Alternate "A": Removal and replaeement of curb and gutter only - Driver�ay Width plus
6 feet times a13•50
Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide
approach With 6 inch depth - Drivexay Width plus 6 feet times �15.75
VfiRIFICATION OF FOIINDATION
Permits for construetion Will be issued a minimum of 24 hours from the time of
application to a11oW for proper reviex of the proposed structure and of the
construction site.
A Certificate of Survey of the lot, ahoving the location of the foundation onee it
has been oonstructed Will be required before proceeding vith tbe Praming.
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NATIONAL
�4ty� N�►rth !�au�nt�r Road ��, PlyaAauRh. Mrl liS4�1�1 • t61S�! ����OQO ��a
' DAT� �`'� 3""'�
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, ,� C�N�TN�I�'AL POa� °
Q T '
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ap xy e. �'e�i�nb�et* L�tt.F�.
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`.�'"i_ :. _ � . F - ��I�
LIST CHE�KEii 8Y CONSTRUCTiON FOREM�AN
RECEIVED BY (Cuatomsr�a Sig�natuTe)
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S-200 Series
�
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s-zi
sys
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A high performance totally
corrosion-proof filter series that
combine superior filtration and
features with ease of operation.
Designed with the pool owner
_ :.��And, the S-200 and S-240
filters produce clear, sparkling
water with only the very least
attention and care. From "see-
thru" dome and maintenance-
free construction to convenient,
easy-to-use control valve, the
S-200 Filter Series is the ulti-
1� mate in high rate sand filtration.
SPECIFICATIONS — S-200 and S-240 Basic Filter Unib
u__.. _ _ ____ FILTERTYPE:�HighRateSend—iVo.'hsilicasand(.45mm-.55mm
FILTER TANK: Injection molded ABS
UNDERDRAIN: Precisionslottedlaterals
CONTROL VALVE: EPosition Vari-Flo—lever action handle
SUPPORTBASE: njection molded ABS
PUMPRANGE: 'F�to2HP(30-80GPM) .
DIMENSIONS S-200: 23'h" widex 36" high (597 x 914mm)
, S-240: . 27" wide x 42" high (686 x 1067mm) ,�,��
SPECIFICATIONS — S-200 System II and S-240 System II
PUMPandMOTOR:�HaywardSuperPump—ULapproved('hto2HP) �
FILTER/PUMP BASE: Deluxe platform base
PUMP-VALVE CONNECTION: Quick connect Lexan union
PERFORMANCE RANGE: 3o-80 GPM '`
DI MENSIONS S-200: 31" wide x 33" deep x 37" high (787 x 838 x 940Pnm)
S-240: 31" wide x 33" deeo x 43" hiah (787 x 838 x 1092mrt
ERFORMANCE DATA
FILTER AREA �
@15
per
�
Fliter �
No. S-200 2.2 sq. ft.
Fllter
No. S-240 3.14 sq. ft.
ft.
�:___.
44 gpm
63
FEATURE� OF TFiE �-�9� ��RB�� ,.
6VIANUAL AIR R�LIEF for easy, safe manual re- �
lease of air from system.
�ULL VIEW LEXAN° DOME. Clear 6" threaded
inspection dome lets you see operation of filter
and provides convenient access to top of filter. n
iOP DIFFUSER. Assures even distribution of water
over the top of the sand media bed. All internal pip-
ing is 2" to give smooth, free-flowing performance.
�4l�TOMATIC AIR RELIEF. Automatically purges
filter of any entrapped air during operation of the
fiiter system.
�ORROSIOR!-����F, FIEAilY-DllTY �ILiER
iANK. Injection molded of tough, durable ABS
for dependabls all-weather performance with only
minimum care.
f�OLTED CENTER FLANGE. Provides extra
strength and securely and safely fastens tank top
and bottom together. Allows for future service ac-
cess to all filter components without disturbing
piping and connections.
�-POSITION HAYWARD VARI-FLO CONTROL
�ALVE with easy-to-use lever action handle to let
you "dial" any of the 6 valve/filter functions. FIL-
TER, WASTE, BACKWASH, RINSE, CLOSED or
RECIRCULATE.
�NION LOCKNUTS make assembly or disassem-
bly of the control valve easy.
[�FFICIEN� VUIULTI-LATERAL UNDERDRAIN AS�
�EMBLY. These precision engineered, corrosion- �
free, self-cleaning laterals give totally balanced
flow, even when backwashing. Laterals individu-
ally thread into center collector hub to assure
positive sealing, and allow for fast, easy servicing.
�UPPORT SKIRT. Rugged and attractively styled
to provide strong, stable support for the filter as-
sembly. Totally corrosion-proof, too.
@RAIN PIPE ASSEMBLY allows for total draining
of filter for winter or service. �/a" garden hose con-
nection thread for easy hose attachment. Drain
assembly is replaceable from outside of filter.
ALL FILTER COMPONENTS are serviceable using
only a screwdriver and wrench.
The S-200 and S-240 High Rate Sand
TURN OVER Filters are available with three base options:
_ - ( allons)
@25 gpm 7. Standard pump mounting base.
r s. ft. 8 Hrs. 10 Hrs. 2, pump/filter platform base. ���'°v
15.840 19,800 3. Deluxe pump/filter platform base� "<�,
— 21,120 26,400 The System II Series is fumish�8 compi�te with
���Hayward UL Super Pump an �Clear. L ,�
55 gpm 26,400 33,000 All components factory asse bled on deluX�� .�`"��
platform base. . — <�
�. 22 560 28 20� System il Series available wittr �/q, 4, i�>�n P L,
� 30,240 37,800 Pumps. Your dealer will recommerjd� I ith
the pump horsepower tha��t'will prov[���tirr,�
78 gpm 37,440 46,800 performance, at the lowe9t pperatfn�3 � �, ,� ., �
* System II separate cdi�p`�t�erits ¢
choice of Super or Ma���}iijip�;
HAYWARD POOL P����CTS, INC.
900 FAIRMOUNT AVENUE, ELIZABETH, NEW JERSEY 07207
with
�. ����
�a�an�a���� g�
> I��� �a��E
�'�6���:sy�aR� �°��
1 Phone: (201) 351-5400
Printed in U.S.A.
�3uilding
It13�Ct1Qi15
763-572-3604
763-502-4977 FAX
l3UILDING
RESIDENTIAL A PPLICA,TION
CITY OF FRIDLEY
Permit
R�ivcd By:
n�� ��d �-3-c5$
DA� 06/03/2008 Yo���,,�D�s jgl�eke12@gmail.com
�,�p� 5957 Gar ena Fridley MN 55432 ��
TH1.4 APP,UCAN't' IS:
TENANT
CONTRACTOR
SLBMR A COPY OF
YOUR STA7E L10EN3E
PROPERTY TYPR
O OWNER OCQNTitAC1UR
ppD�g: J.7J I va►uCna a.�� nc C�
W I(1NLI- �
T
r � �;
w : s• ���
��5�
�� o�� oa�oga F,ix 763 -31�4435
siar� ucsxse a� 20494354 � DA� 03/31/2009
�INC,f.F. FAl1+HLYM�1►QON$7RI1CTfpN
'f4Y0 FAMQ.Y/Nb'1� cx�N.�rRUCRON
O BASt£MENTFIMSN p ROpF
o �� o �n�c
SIZE
�RA1N TII E
a�
a �+oNnnKa paot
"i'YPE OF WORK: O iVEW HOMECC►NF7'RtrC17pN � qppp�QN
O MA1N7'�ZIANCFIREPAIR O RF.Mt1AF9.iNG
DZSCRIUE WURK Bffidti DONR� ram e ys em ��
SIZEOFIMf'ROVf'.MCNT I.F�JCsTH WIl)'l'H HEItiH'C PT
IVU� F SQUAR6S �_� O HQUSE dm (iARAQE
O A7'1'At:Ht�,'D GqltpG6 t. F�ng Floor ptm
1'1tUPOSED STZE:. 2. Propated 8am plmo
O I�i'iYACi113n (3ARAGH 3. Liat af �tw� mcmUos qe 6e wod
PROP03ED HETlQNT:
�
O V'myl
D Alwniaum
G OUxr
L7So�t
� 7'rart
0 F�
WIl�TQ01N6
1N liXls CtNLi OPENINGS �Yes ONo It�CA71iJN uF WiNDOW3
I1N 1� IR MtIW Qp�t(�.Dp.SC[t�8 SI'E6 OI°
QPF.N1lN(}I C1iA�1df8$ $
7YPG OF WINDOW'I� H1s INSt'PALLBD MlMBEROF W1N!)OWS
AI,1. FF:FS ARC B� O1V VAI.itA3'i0lVi pYCLIipINC TpE C:(kti 1' UF
C TH � 1997 [iRiC FFE SCH&DU4E }
'OTAL JOB VALUATION S i800.0 ,.,.,,■
Plaa Review
Fire S�ur.harge
�n�
License S�urcharge
sac c�,
CC.� Cut l3scrow
�an.vion ('.�mtrol
i'aric I�oe
Sewer Maia Char�
Total Due
S
s
s ' a�
a
S
S
�
�
FOR NEW CON6TRl1CfItUN iNC`i.UD1iJG DtCK$,
Alil?L1IOW4. � P�lRC'.I�TS.�
l. Sils Wart{Sun'ey elwwiny U+e �xi�aing sWieturos
���
2. Twn set� of ca�U�cliuo pla�
3. Faw�r Cateul�diu�s
Sae Bardc Pa� for Fee Schedule
65% of Buil�mg !'eimit Fa
.041 tin� d�e tota) job valuation
.000s u Pe�,n;,, valwuion M;nimum �.So
�S.UO (Smt+e Lic�cr�sod Residaitial Cont�acturs)
�! 82S per SAC Unit (Plans to M W(.'t: for determinut�n)
R+bft= RxS21=S
�45t1 Coa�senratian Plgn Riwiew
Fsv D�mnim;d by Ea�g
Agrnemeni r�rY ( ) 1Von Nexssary' (
1N�ke C±I�ks I�YeMB to: CSri et Fridie.r
THlF. IS AN APPI,ICATlQNi jsOR A ppd�Mll'-N{)T dALfu UN17L PR(�$SBp
r�'�Y �IN+�Y �' e� perm+t �! 1 aeknawlad� d�ar d�e insoamation +ibwe is oamNate� ar�d eoauatc; ttmt Wo a�vrk will bn in � cvhh ffir a�tes a�d vutu�
of tlte {.ily �t Frstley mid whh the M6�a C�rnclinn C omt I Ihuc � na e PGrmit but adlq m a�pfirati� Gw a pamit mid wai is �s 10 Mml wiFhun! u
pemU �m � thet the wort � be m�dm�oe �aith the � P���ofall aumtc vvhieh rc.qni�as revmw and epprovel �plaus,
SiGNA7'[JRF. -- - A
APPROV�U !iY
1E
" PRQVTNAM� Jack Gieseke DA'I`I'3
DATE
Building
Inspections
763-572-3604
763-502-4977 FAX
, ,
DATE �/ e
-�
SITE ADDRESS _
TH1S APPLICANT IS:
BUILDING
RESIDENTIAL APPLICATION
CITY OF FRIDLEY
EFFEC7'IVE I-1-08
YOUR
❑ OWNER �CONTRACTOR
PROPERTY OWNER/ I NAME: "
TENANT ,e,DDRESS: `
CONTRACTOR ADDRESS: 73�
SUBMIT A COPY OF pHONE �o�
YOUR STATE LICENSE
STATE LICENSE #
(.j G�'E%evi.Ci l
v��(c�� )
=� �� �� �e
' -�J ^�' ` y
Z ,5�� � i.�
Permit No.:aGO� �� ��
Received By:
D���'� '
ATE�ZIP��
FAX ��.� 5 .� r� Z � � �
EXP DATE .��3/�G'�`
PROPERTY TYPE ❑ SINGLE FAMILY/NEW CONSTRUCTION SIZE
❑ TWO FAMILYMEW CONSTRUCTION STORIES
PERMIT TYPE 0�DITION ❑ GARAGE/SHED ❑ WINDOWS
❑ BASEMENT FIN[SH Q ROOF O DRAIN TILE
❑ DECK ❑ SIDING ❑ OTHER
TYPE OF WORK:
DESCRIBE WORK BEIIVG
❑ NEW HOME CONSTRUCTION � ADDITION
Q MAINTENANCE/REPAIR ❑ REMODELING
.. �.r � �- Qv,�
ROOFING ? ?
NUMBER OF SQUARES JJ
GARAGES
PROPOSED SIZE:
PROPOSED HEIGHT:
SIDING
❑ Vinyl
� Aluminum
❑ Other
WINDOWS
M EXISTING OPENiNGS ❑Yes ONo
OR FOR NEW OPENINGS-DESCRIBE SIZE OF
OPENING CHANGES &
TYPE OF WII�IDOW TO BE INSTALLED
0 HOUSE OM,Y
�}iOUSE & GARAGE
❑ ATTACHED GARAGE
❑ DETACHED GARAGE
HEIGHT
ATE"�`Y Zne�.� YZG
FI'
BASEMENT REMODELING SUBMIT:
1. Existing Floor Plan
2. Proposed floor plan
3. List of structural members to be used
FOR NEW CONSTRUCTION INCLUDING DECKS,
OSoffit ADDITIONS. & PORCHES SUBMIT:
❑ Trim 1• Site Plan/Survey showing the existing structures
and proposed project.
❑ Fascia 2. Two sets of construction plans
3. Energy Calculations
LOCATION OF WINDOWS
NUNBER OF
ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS:
TOTAL JOB VALUATION $ N� G TH�E 1997^ i���EE SCHEDULE)
'�/ OCCUPANCY TYPE
Permit Fee
Plan Review
Fire Surchazge
Surchazge
License Surcharge
SAC Charge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Chazge
Total Due
$
$
$
$
$ [a�._'lln
See Back Page for Fee Schedule
65% of Building Permit Fee `
.001 rimes the total job valuation
.0005 x Permit Valuation Minimum $.50
$5.40 (Sta.te Licensed Residential Contractors)
$1825 per SAC Unit (Plans to MWCC for determination)
ft+6ft= ftx$21=$
$450 Conservation Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
Make checks payable to: Cityo uf Fridley Attach
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 I understand this is not a permit but only an application for a pertnit and work is not to stazt without a
permit on site; that the work will be in accordance with the � roved plan in the case of all work which requires review an proval of plans.
SIGNATUREOFAPPLICANT���� ' PRINTNAME �•J�l,�'� �,�/�`'' DATE �� �,�
APPROVED BY DATE
Page 2- Building Residential Application
BUILDING PERMIT �EE SCHEDULE
The Chief Building Official sha11, before issuing permits for the erection of any building or
structure, or for a.ny addition to any existing building or structnre, 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 FEES
$1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge)
$501 to $2,000 $23,50 for 1�` $500 plus $3.05 for each additional $100 or fraction, to and
includin $2,000
$2,001 to $25,000 $69.25 for 1�` $2,000 p�us $14 for each additional $1,000 or fraction, to and
� including $$25,000
$25,001 to $50,000 $391.25 for 1�` $25,000 plus $] 0.10 for each additional $1,000 or fraction,
to and including $50,000
$50,001 to $100,000 $643.75 for 1�` $50,000 plus $7 for each additional $],000 or fraction to and
includin $100,000
$100,001 to $500,000 $993.75 for 1�` $100,000 plus $5.60 for each additional $1,000 or fraction to
and including $500,000
$500,001 to $1,000,000 $3,233.75 for the 1�` $500,000 plus $4.75 for each additional $1,000 or
' fraction to and includin $1,000,000
$1,000,001 and up $5,608.75 for the 1�` $1,000,000 plus $3.15 for each additional $1,000 or
fraction
VERIFICATION OF FOUNDATION
Permits for construction will be issued a minimum of 24 hours from the time of application to
a11ow for proper review of proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the existing foundation will be
required before proceeding with the framing. New Houses Onlv
. City of Fridley
Building Inspections Department
6431 University Avenue NE
Fridley, MN 55432 '
763-572-3604
Fag: 763-502-4977
�uilding
;tnspections
�763-572-3604
�UILDING
RESIDENTIAL APPLICATION
CITY OF FRIDLEY
Pernut No.:� j � V;�
lJ'
Received By:�
:�Ars � (Z�S �(t7 D��-� . . �„
YOURE-MAILADDRESS �P12�5Gir1 ti-C',In.A,1w►���., W.vr��.�/�G��1^.�
:�r�,�wnxESS Sq _ t f�ard-�rc�
�'HIS APPLICANT IS: O OWNER �ONTRACTOR
,PROPERTY OWNER/
TENANT
Y: CONTRACTOR
�
' SUBMIT A COPY OF
:YOUR STATE LICENSE
�i WITH APpLICATION
- PROPERTY TYPE
� PERNIIT TYPE
� �p� o� wp�c:
i)ESCRIBE WORK BE1NG
;
��IZE OF IMPROVEMENT
ADDRESS: ClTY STATE ZIP,
PHONE:�t �2. ) �I�q" �'l Id�D
NAME:�.Inaw�i� O r� W i�nd� W c� -
STATE LICENSE #�Qc} Qb1 "�. EXP DATE 03 �1 Z.
ADDRESS: �10�'►l�w� LbA N C1TYj1►Qu��{bP.Q STATFM��LIP,,,�Z�S
b
PHONE(�cs3�S�U-2esy �...i.,._��rx���...���
� BASEMENT FiN1SH O ROOF
0 DfiCK ❑ SNIN(3
❑ swnrn�
' NMBER OF SQUA1tF.S
.•-�1RA,GES
.-`ROPaSBD S1ZE:
�ROPOSED HEIGHT:
:�G
6] Vinyl
s7 Aluminum '
;a Other . •
VINAOWS
V E3QS11NG OPENIId(}S f�Yes ONo
:aR FOR NEW OPENINOS-�)ESCRIBE SIZE OF
:?PENING CHANGES 8c
:YPE OF WIIdDOW To BE nucTar.t .�n Ai ��
n
�i
❑ HOUSE & GARAGE
❑ ATTACI�D GAR.AGE
O DETACHED GARAGE
OSoffit
❑ Trim
❑ Fascia
❑ DRADN TILE
0 orr-�x
0 /1 �c� i
LAC,�ATION OF WINDDWS
w�►d�v�s �,�. �..nra g P �. Pa� Aa�a�r � �. �,� w.-2
Ft.
aASEM�Ft.r'T REMODEr _n�r, ct tRturrr•
1. Existing Floor Plan
2. Proposed floor plan
3. List of strucwral members w be used
FOR NEW CONSTRUCTION MCLUDMG DECKS,
ADDIT1�Nc .e vnqC}� ctlRtuttT•
1. Site Plan/Survry showing the existing structures
and proposed proje�,
2'. Two sets of construction plans
3. Energy Ca�culations
ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LA,BOR AND
(USING THE 1997 U.B.0 FEE SCi�EDULE)
TOTAL JOB VALUATinN � r c ..,.n rn .� .,...�.. ►„ . ..,... �._ ._
ermit Fee
lan Review
� ire Surcharge
�rchatge
�.icense Surcharge
:AC Charge
:wb Cut Escrow
•rosion Control
:ark Fee
�swer Main Charge
$
$
$
$
e
TERIALS:
See Back page for Fee Schedule
65% of Building Permit Fee
.001 times the tetal job valuation
.0005 x Permit Valuation Minimum $.50
$5.00 (State Licensed Residential Contractors)
$1675 per SAC Unit (Plans to MWCC for determination)
ft+6ft= ftx$21 =$
$450 Conservation Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
Make checks payable to: Citv of Fridlev Atfan
THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED
;hereby apply for a building permit and I aclrnowledge that the fnformation above is complete and accurate; that the work will be in
�nformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a
�:rmit but only an application r a pe ' and work is not to start without a permit; that the work will be in accordance with the approved
°an in the case of all work w requ' eview and approval of plans.
'GNATURE OF APPLICANT PRMT NAME ����"� Ir�P�3U1� DqTE �p �'Z� � �("�'�
�
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Building
�Inspections
�7b3-572-3604
BUILDING
RESIDENTIAL APPLICATION
CITY OF FRIDLEY
Permit No.: -=��� L(�� ��
Received By: � �
�� � � �
�a� q Z4 1C� YOURE-MAILADDRESS�QaP,fbVv-O.C�„Ga�n�uw�eC�ry�L•r���- �.ow..
�r� anDttE.ss _SQ SI C�afd� na L ItV IV
:fHIS APPLiCANT IS: O OWNER [�COMRACTOR
PROPERTY OWNER
f: TENANT
.,
� CONTRACTOR
�:; SUBMIT A COPY OF
' "YOUR STATE LICENSE
' WITH APPLICATION
; PROPERTY TYPE
� PERNIIT TYPE
c!
�
�rE o� woRx.:
NAME;
ADDRESS: CJTY STATE ZIP
PHONE: —
N,4ME: Cing,naiJi o,n w i�,dt�w
STATE LICENSE #�Oc.�y Q b1 �L EXP DATE _ 03 �1 Z,.,
ADDRESS: S�lO�t7 '1�w� l �I N CITY�►Qw p.Q STATF�,_MNLIP_,SSyZ�
PHONE�]i��S��i�2dS�1 c�vini_7��-ut..�i►.tu
❑ BASEMEIJT FINISH
O DECK
�
QESCRIBE WORK BE1NG DONE:
SIZE OF A�IPROVEMENT
?JiJtvIBER OF SQUARF.S
^+,AXiAGFS
�ROPOSED S1ZE:
�ROPOSED HEIGHT:
`z,IDING
� Vinyl
� Aluminum '
:7 Other . •
r,i'INDOWS
7V EX[STING OPENWQS Yes I]No
5R FOR NEW OPENAi(}S- ESCRIBE SIZE OF
�PENING CHANGES &
CYPE OF WII�TIIpW TO $E MSTALLED? ��
❑ RQO�
❑ SIDINQ
D HOUSE & GARAGE
� ATTACI�D GARAGE
❑ DETACHED GARAGE
�Soffit
❑ Trim
❑ Fescia
IACATION OF WINDOWS
- � L►ati t'p tiv�
� �dk�'�NUNBER OF'WINDOWS 3
I DRADV TILE
JOTHER
r►.
BASEMENT RFMflflxrt n.in er m�.nr.
1. E�tisting Floor Plan
2. Proposed floor pien
3. List of swcmral members to be used
FOR NEW CANSTRUCTION 1NCLUDMG DECKS,
ADDITIONc .e vnuruF„� p��
I. Site Pla�/Survey showing the existing swchues
and proposed project.
2. Two sett of construction plans
3. Energy Calqitations
ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIAI,S.
(LJSING T'HE 1997 U.B.0 FEE SCHEDULE)
TOTAL JOB VALUATi[�N e � t.r . f.. .,,�.,.,.,, . .,.,., __ __ _
'ermii Fee
'lan Review
°ire Surcharge
iurcharge
,icense Surcharge
sAC Charge
;wb Cut Escrow
srosion Control
°ark Fee
�wer Main Charge
—$ �-�', r�
$ "7t`�>
-$ _
$
$
Fee Schedule
65% of Building Permit Fee
.001 times the total job valuation
.0005 x Permit Valuation Minimum $.50
$5.00 (State Licensed Residential Contractors)
$1675 per SAC Unit (Plans to MWCC for determination)
ft+6ft= ftx$21=$
$450 Conservation Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
Make checks pa able to: Ci of Frid_ley Attach
THIS IS AN APPLICATION FOR A PERMlT-NOT VALID UNTIL PROCESSED
hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in
onformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a
ermit but only an application fo a permit and work is not to start without a permit; that the work will be in accordance with the approved
lan fn the case of all work whi requir review and approval of plans.
IGNATURE OF APPLICAN'f PR1NT NAME_ _7Cd'`'�' � (J111 DATE �! Z�L `��
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