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AF - 35220CERTIFICATE OF SURV�Y � SWENSON LAND SURVEYING, INC. 14980 Waco Street RONALD J. SWENSON Rarnsey, Minnesota 55303 REGISTERED LAND SURVEYOR SURVEY FOR: G' /L /VI D/Q E ' C41�/ST. . x$59S 6 12a.00 seD — X ', . 3� I xg�9 ` 3 S X 860 `� � 20-6(, 3 � ''� o v ' X 2' N . ,. . .. . � 2 5.6"( 0 � N � iW N N � � I� 35 �o '� o tn �=�. a k 86�'- o � �' � d` �, � � n► no 0 1 2��33 � �`86t� ` .. g�0 " Xa6i = " 9 ' � � TELEPHONE (763) 427-1020 • �no�s Iron Monuments Found � O Der�otes Iron Monuments Set .. Scals 1 anCh equals�_°_ feet Book ' �` Page 1d� . � Invoice�Na, � 8�� gco�% SQ I S /45rt7�Olu X X . , ? , ` • ,. 1 � � �F � m � , � � '�� . Q 'o�Z �1-� 1- ., .. , , . , .� 86�'- � ' �, �' � � � -, .� . � - �� n � , � _ y �,� � � �� L - � L � � � L�-6�y � . . . e X � .�,�,�� .. � X e /zo•oo xg 1 � � ° , 86a � �G � � . � �Ly � s-�. .� �Q�� PROPOSED (3RADES '— ° . TOP.OF..FOUNDATON = 882.5 DENOTES EXISTING ELEVATIOK X900.00 �� GARA(iE FLOOR = 862.0 DENOTES PROPOSED ELEVATION (900.0) LOWEST FLOOR = 854.4 DENOTES SURFACE DRAINAGE,-------> i hereby certify that this is a true and correct representation , of„e s�rvey-of the boundaries of: The South 107.00 feet of Lots 21-24, Block 14, PRIN4 BROOK PARK Anoka County, Min�nesota. . �', It does purport to show improvements or encroachments, if any.'As � � � surve d by me this Sth day of September, 20Q4. „ ., � . . �� ". �' I � . • „ • . Swenson Land SuPveYing;�3nc. � • • � , Ronald J. Swenson, Professional Land Surveyor, I�N. License No. 13297 0 0 03/24/2005 10:28 6124271029 ��RTIFrCATE O� SUR VEY SWENSC"aN LAND SURV�YING, INC. RONALD J. SWENSON �� WacO $trr�t REGISTEREDLANpSURVEYOR RatrlBQj/, Minne�ota 55303 SUAVEY FOR: � 14 M �R � . � l � --- ��! � � �� ,6T1�� 1- L� J} ; � �•!�a 59 `� `'� � . I � i � �� I K � / S' � 1- �� i x86�3 I° ,� 2 S.6'1 PpGE 01 TELEPHONE (763) 427-1020 Ca�vsr. o � i� ,�,"�°"„`�°" ; � "° scaa ,�n�n ea��e dook--�Pa��: I('IVOkA �NO. �_,� /20.00 �� ; � � 9�y x r� 3 S— x x xg�o9 a � 3�- x 8� � 2e.L(� ' � � � � ` � o� � � ` W N `. � �� 3s � , ,�0'4� � � � � ', �, ° ° X 86t' 8 3't � � � �O , . ,� � O i ��1, x Z 6. 33 �-' x 86l'�, I o F� K B61 °� 9 ia � • � _ ' y � v` � o � -ti. \ 86l s � �. � . � 4 �J `. , _ +' �, r' r� e � i. y i � �11 O .�,� � �-�- L� �.� �l� E�49T X` % 33 �� SEP��l, /20 , o0 B6o SAUrIf �iNE �rc t� -__ �L y JS-Y. PRGpO6ED GFtADES 70P OF FOUNDATON � 882.5 GARAGE FLOOA = 862,0 LOWEST FLOOR s 854.4 �) A t - �-1"' �: gb „ � XII 8 � � � � � SPfu��.�- \\. �8.0 r0� C 1'r FDT1J r 812� LOGq.-r� oN q S s Nsw N DENOYES EXISTING ELEYATION X900.00 DENOTES PROPOSED ELEVA7ION (900.Oj OENOTE8 $URFA�E ORAINA�E -------> i h�reby csrt/fy that this fa a truo and corr�ct ropr•s��tatlon of.,a survey- of the bounderios of: , Tho 3outh 107.00 }oat of Lots 21-24, Block 14, 3PRINQ BqppK' PAWk, Anoka County. M{nn�sota. Tt doos purport to ahow improvom�nts or .ncroachmonts. it any. As surv�d by me this 8th day o1 3eptomDor, 2004. 6w�nson ��u�v�Yiny,'� Inc. • ,. , Ronald J. Sw�nson, Prot�sstahe�l L�nd Survoyor, kIN. �ic�no• No, t3297 ADDRESS PIN LEGAL DESC PERMIT TYPE PROPERTY TYPE CONSTRUCTION TYPE CITY OF FRIDLEY 6431 iJNIVERSITY AVENUE NE FRIDLEY, MN 55432 ►63) 572-3604 FAX: (763) 571-1287 : 8018 ASHTON AVE NE : T000071 : SPRING BROOK PARK : LOT 21 BLOCK 14 : BUII.,DING : RESIDENTIAL : NEW CONSTRUCTION PERMIT NO.: 2004-02014 DATE ISSUED: 10/28/2004 VALUATION : $ 0.00 NOTE: SEE NOTATIONS ON PLAN. CALL GOPHER STATE ONE AT 651-454-0002 FOR UTII.,ITY LOCATIONS. PROVIDE SOD IN FRONT AND SIDE YARDS. PROVIDE HARD SURFACE DRIVEWAY. PROVIDE CITY WITH VERIFYING SURVEY BEFORE CAPPING. SEWER AND WATER LOCATIONS AVAILABLE FROM CITY ENGINEERING DEPARTMENT. CONSTRUCT A 4 LEVEL DWELLING AND A GARAGE. PAID $1,500 PARK FEE. STATE LICENSED CONTRACTOR 1 PARK FEE 1500 SAC LINITS APPLICANT GII,MORE CONSTRUCTION INC 20009857 1750 242 AVE NW ST FRANCIS, MN 55070 OWNER GILMORE CONSTRUCTION INC , AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and exa.mined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of worl� will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel e provisions of any other state or local law re ating crion •�� performance of construc on.I Applic � Date�/��.�/�i Bldg 1 BUII.,DING PERMIT FEE PLAN CHECK FEE FIRE SURCHARGE 5TATESURCHARGE,VALUE SAC CHARGE LICENSE SURCHARGE PARK FEE TOTAL PAID WITH CHECK # 8200 SEPARATE PERNIITS REQUIIi�D FOR WORK OTI�R THAN DESCRIBED ABOVE. 1,189.75 773.34 134.42 67.21 1,350.00 5.00 1,500.00 5,019.72 CITY OF FRIDLEY PERMIT NO.: 2004-o2�s1 6431 iTNIVERSITY AVENUE NE FRIDLEY, NiN 55432 DATE ISSUED: ii/22/2004 � (763) 572-3604 FAX: (763) 571-1287 ADDRESS : 8018 ASHTON AVE NE PIN : T000071 LEGAL DESC : SPRING BROOK PARK : LOT 21 BLOCK 14 PERMIT TYPE : HEATING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDITION/ALTERATION VALUATION . NOTE: AIR CONDITIONERS CAN NOT BE PLACED IN A SIDE YARD WITHOUT WRITTEN PERNIISSION FROM ADJOINING PROPERTY OWNER. COMBUSTION AIR SHALL BE PROVIDED PER LTMC SECTION 504(A) AND TABLE 6-A. # A/C U1�tITS 1 VALUE OF APPL OR WORK 0 # FURNACES 1 # GAS DRYERS 1 # GAS RANGES 1 VALUE (FOR MINIMUM CALC) 7350 APPLICANT HEATING PERMIT MIl�TIMUM FEE 0.00 DEANS HEATING & A/C INC. FURNACE SHELL/DUCT WORK 35.00 2597 309TH AVENUE NW GAS DRYER FEE 10.00 CAMBRIDGE, MN 55008 AIR CONDITIONIrTG FEE 25.00 (763) 689-3517 HEATING REPAIRS/ALTERATIONS 0.00 STATE SURCHARGE, MECH FLAT 0.50 GAS RANGE FEE 10.00 OWNER GAS PIPING FEE 10.00 GILMORE CONSTRUCTION INC TOTAL 90.50 , PAID WIT'H CHECK # 6934 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work 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 regulating construction or the performance of construction. Applicant Date Bldg Ins Dat�/l SEPARATE PERMITS REQUIRED FOR WORK OTI�R THAN DE5CRIBED ABOVE. � O � A � � a m 0 � � � � � o' a 0 z � rn � � � � � m � �. .� g � � d � M .�I1 • � � � , m� a 8� �� a � � � � �� ' �N � � � � � 3 m � � � � � Z � t�n 0 � € � X � o � �' ~ � � � � � � s� � � _� � { �� Q a m� s�� = o3�,g «� � � � � , � A r' O S � � N ��$ �$�m ' 1 �� ; ��'� �� m � � � ti � �� Q a� � � - � � � � � � � �� ro �� - a 0 � � 3 � � � � �• . .� �C �� $ �� e � �� .� i� cNi� o o ~ ,��i LI� 0 o c4i a $ I� � � � � � � � � � � , � � Q Q W � � � � � � �� Z � � N N N �� 2�� o � 3' a � co � d�o� �. � � � �Q � �� N�� a y �� g�'°' �� a � $ �� 7� � � x �� . '� � S � � m e� '�1 Of "� a! � ��, �� d �� - o � a= � .� � � � �. � S � � � N� ��° 0 a � � � �-v+r v� 1n i i t � H � � � w �1 � � � � � .� � �� C� � � �� ,�� r- � � � � y � � n �� -� c w z � -�n � � � � -� � � ° � � � � � �, _ � � � o � z ti � � m � ao Z � � � r � � � � � O Z � vo �� o Q -o Q z � � °�� oa � z � �v � _ � � � � �, � � v �- � ` / ��o � °x v � � � � m m � � � � 2 Q 4T � T T bfltq�—J.i—/1f1N �- � � � � a 12EScheck Compliance Certificate 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release lc Data filename: C:�Program Files\Check�REScheck\04315.rck TTTLE: CROIX #04315 COIJNTY: Anoka STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 09/21/04 DATE OF PLANS: 9-21-04 PROJECT INFORMATION: 1188 SQ.FT. 4 LEVEL COMPANY INFORMATION: GILMORE CONSTRUCTION COMPLIANCE: Passes Maximum UA = 352 Your Home UA = 305 13.4% Better Than Code (UA) Ceiling l: Flat Ceiling or Scissor Tn�ss Wa11 1: Wood Frame, 16" o.c. Window 1: Above-Grade:Vinyl Frame:Double Pane with Low-E Door 1: Solid Wall 2: Wood Frame, 24" o.c. Basement Wall 2: Masonry Block with Empty Cells Wall height: 8.0' Depth below grade: 7.5' Insnlation depth: 8.0' Basement Wall 2: Masonry Block with Empty Cells Wa11 height: 3.5' Depth below grade: 3.0' Insulation depth: 3.5' Floor 2: All-Wood Joist/Truss:Over putside Air Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Ceniral Air, 10 SEER Proposed and M�aimum U-Factor Averages Gross Area or Cavity Perimeter R-Va1ue 1188 44.0 1486 19.0 256 38 168 0.0 648 11.0 235 11.0 14 30.0 Permit Number Checked By/Date � Glazing Cont. or poor R-Va1ue U-Factor UA 0.0 32 2.0 83 0.350 90 0.700 27 10.0 18 0.0 38 0.0 17 10.0 0 Proposed Maximum Average U-Factor Allowed U-Factor .�� Form No. 32-M— QUiT CLAIM D�TD Minnesota Uniforin Conveyancing Blanks (1/15/97) Miller-Davis Co., St. Paul. MN � Corporation, Paztoecslvp or limite.�i Liability Company to Joiut Tenants No delintquent taxes and trans%r enteced; Cen�tificate of Real Esta.te Value ( ) filed ( ) not required. Certificate of Real Esta.te Value No. Date by: County Auditor Deputy �•l� S � DEED TAX DUE: $ �/� ��,r�.��" Date: ! / �i1��..��iv ��'/" Zfj�1,lL / (reserved for recording data) FOR VALUABLE CONSIDERA,TION, _ Gilmore Construction, Inc. � a �uruurazion under the laws of --M��n�ss-t� , Grantor, hereby conveys and quitclaims to _ ThomaG R Mar hi afava anr� Il; �,��s � M rrhi �fgy� , Grantees, as �oint tenants, real property itt� Annka County, Minnesota, described as follows: See attached Exhibit "A" together with all hereditaments and appurtenances. .C.�eck box if applicable: L1 The Seller certifies that the seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiaz with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Affix Deed Tax Stamp Here STATE OF M�,�OTA COUNTY OF ANOKA Gilmore By � Its By ss. j� This instrument was acknowledged before me on � by Christopher G. Gilmore �� e President �d of Gilmore Construction, Inc. �� a Corporation under the laws of Minnesota , on behalf of the Cnrnorat�nn , Inc. IYOTARIAL 9TAMP OR 9EAL (OR OTHER'1T17.E OR RAIVK) ,�wEr �. rHOaws No-ra�r �uc - nntwvESOrn�► nnY cotiaa�. � �� xoos 17i18 LY9TIlUi1l13N'p �yA3 DIWF1'Eb gY' (NAMB AND AllOR +CS9): Registered Abstracters, Inc. 2115 North Third Avenue Anoka, MN 55303 WARNIN(3: UIVAUTHORIZED COPYIPIO OF THI3 FORM PROHIBITED — SIpNANRB OF NOTARY PUBLIC OR OTIiER OFFICIAL Check here if part or all of the land is Registered (Torrens) ❑ Tax Statements for Ihe real property described in this instivmenc should be sent to (iaclude name and addrese of Grantee): �.�p-�z�� t�� • � �.�.��`� d�... SS��.�- PRINTED FORMS HAVE A BWE BoROFRt � EXHIBIT "A" LEGAL DESCRIPTION A perpetual sewer and water easement for the benefit of that part of Lots 21, 22, 23 and 24, Blocic 14, Spring Brook Park, Anoka County, Minnesota, lying North of the South 1 Q7 feet, described as a 10 foot easement, over, under and across the south 107.00 feet of Lots 21 and 22, Block 14, Spring Brook Pazk, Anoka County, Minnesota. The center line of said easement is described as follows. Commencing at the southwest comer of said Lot 21; thence on an assumed bearing of East, along the south line of said Lots 21 and 22 a distance of 33.00 feet to the point of beginning of the line to be described; thence North 45 degrees 00 nninutes 00 seconds West to the intersection with a li.ne 10 feet east of the west line of said Lot 21; thence on a bearing of North to the north line of the South 107.00 feet of said Lot 21 and there terrninati ng. � � � � ra Above-Grade Windows and Glass Doors 0350 0.370 Includes Foundation Windows > 5.6 ft2 COMPLIANCE STATEMII�TT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in RES checkVersion 3.5 Release 1 c(formerly MECchec� and to comply with the mandatory requirements listed in the checkInspection Checklis� Builder/Designer � Date � � �� / Ll . .. . ... . . . . .. . .. . �� ': -.. � �,. -. , .: Y".: '. '��:.t :.: . . . . . . -:. '�r.: � >. t� � ir:', rya ... e :`� s�' ua, .s�. t � ., H �+ � M. 3 r '�, f:a � ��, �; ;u ,� �� 3b �?`" %'� `:: .. +�>: ,4f'A's �larrow Wa6! Braeing Meihod, combined with walls #hat are �ully sheathed with plywood or OSB, helps builders meet the bracing requirements of the Intemational �.. . _ _, ,,::,y Residentia4 Code (tRC} �for narrow walls next to garage daars, build a stronger horne, and deliver value to the customer. It's a simple site-built system, based on typical wood-framed construction techniques. '�"��; °F �'��:.��`��'�r�:a All residendal builders are familiar with corner bracing. What they may not realize is that Secaon Rb02.10.4 of the IRC requires 4-foot wide bracing se�ments near the corners oEbuildings and at pre- scribed intermediate points. With the rapid adoption of the new IRC, enforcement of this requirement is becoming widespread. The code also requires a 48-inch bracing wall n�t to garage open- ings. But many home des-igns show wall segments adjacent co the gaiage opening rhat are as natrow as 16 inches. Sheath the house in �lywoad or OSB and use APAs Narraw Wall Bracing Method. Builders can reduce garage wall braang width and sall provide bracing pedormance equivalent to [he prescrip- � uve code requiremer�ts. Note that this method is limited to garage bracing only. For wall bracing as narrow as 24 inches on any scory of a 3�tory house, refer to the conanuously sheathed method in the IRC (R602.10.5). �} �'_�.�� c.�l.. � � � i �"'�' , , � ,. ��.°�°' !. t�'� °� ` �� _ � '�� '�� - r ., ,:: , �r -� . � �� ;; ; .. :. . .:;- a s�""�:; ; ��.,:: , .; . . _ , �Y ' " ' � �" s - i -J� ��J �� , � � FIC'iltRE 31i GAR�GE NARR�W WALL.BRACING.RAETHOD VIFITHOUt HOLD DQWNS (one. segrnent shownj inimufn required 2) 2x41yp. 2) 2x4 typ. ,�,:E ', ��, ote a 6racmg unit may nbt : required nt this pointj 6 2003 APA — The Enain�ered Wood Associatlon � + ? s .� , FIGURE 2r GONSTRUCTION.REQUIREMENTS FOR.GARAGE.PIARROW WAL]. BiiAC1Ia(G M�THQD.WI7HO.UT H.04D-D.01NN5 8d nail at 6° o.c. in all panel edges 16d nail at not purt of � 24" o.c. poctaf frume Framing for Porf. al frame gypsum wql{ wal) segmertt typ. 6oard (optional) /� Lts� ��'� � � �"ia��`� . : ��'['�R�� ,C1N`G i�� Qy� �� .. �� :: �B. Ox8Q5i: Q# ` �* �' . �� 5�� `� Sia6Q�� ip� W��S"�l � . °� � w p��p� or C�� `� ° Bt� � � 0 yl�� . �ATCfQ WG�i C1p@�IY1�� tpil f��!n�� j G{�eck c°rr�e'� d� �h� �a�l��4 �°�erx�s. Q arifih ��v�� Q�; .�y�s us�� ; p ��rra a+� �,� �tssh�- s�zed p �k�d� �}. .lii#�w� ��der s3rap :ins�k€a . 0 d � FIGURE 2a GARAGE NARROW WALL BRACING MfTHOD WI.TIiOUT HC)LD DOWIrd.S (finro segments shawn) 3° x 1 1-1 /4° min. header (built-up, solid sawn,. glulam, etc.) p.�.A.. o b tl1 O - ,�' . � . . . . . ,'i � t ' +�t.tn-.f.�pTti^-�-+.�� ,.�� . .. . .' � O ] O d � o ry b.'a.4 01; - . +-w � ...� ... � Q1 . . �'. 1 P O� d �.¢ • ,. .. �. '' I ltl .::F O..�d � -..,--.�-.., ei A o � -�--o.�:-.J-+, � i °' b. a p ,. , �,-__z , ... �< o 0 1e . _. ;?;. f4' 6'to TS' t _, �` ""f: , (fihished width) . �' � ;�,� +"{ .> ` �°+,? `. :� �°� 1°' Min. (2) 2x4 fyp. ��: . � �o . � q 4� A''� Aggg[ 1 � 1 I�' � A �� 1 � p,�� . -., , ' "'!°� �Q^ Fasten sheathing to header with 8d comcrion 'dt' .: ;�;� x i. �� ° nails in 3" gri�l pqftem as.shown and 3° o.c.. in 4ib" '` � ,. „ �:r �� j� all framing .(studs and sills) typ. �� . ;y;� �GX. �br � * f° . i°t ' �.� '�.: height _ �f Ponel splice.is needed it shall occu.r within ,. ,,. 24° of mi.d-height. B.locking is required. �; ;;� � �� ,. ��;b;:., If 2x blocking is used it must be stitch nailed '+ 1a' '�� with one row of l bii sinkers at 3" o.c. '"' '` �o; I � ^,b4: , �A , � � ,w' `� ' i�l : f ;b �oi� ' . . �ii. A�o# �y s i _ ��,. 1 J. �p` ' 1 pC }pi; . 1 b" min�. for 8' Fieight o;e; -:;;' ; �. � � �: ' �; 18° min. for 9'.height „ r,. °, { , ,a. 20" min. f.or 10' height r -{"� Y J q�p � �q Wni ib�` . "aW�.. �� .idr: i � w a � �. ro � � . i,- � d'vi �. �om ; � �� ;+' Min. 2°x2°x3/I6" plote washe� - . 'i?'� i.� fi Anchor bolt pet code I` ' ,� Fasterr top plate to header with two ri 16d.sinkers at 3° o.c. iyp. 1000 Ib.header strop opposite sheath as shown (see Sedion A-f� typ. 2x framing N1in. {2) 2x4.iyp. See typ, corner framing detail 1:/2" dio. anchor bolf with 7" miri. emb� and 2° x 2° x 3/] b° plate wosher, yp. Sheathing filler if needed l bd sinker nails in 2 rows @ 3° o.c. 1000 Ib header strap "`— 3/8" min. fhickness wood shuctural panel sheathing Notto scole � 2003 APA – The Enatneered Woo4 Assnciatt��. ,� i ER F� � CITY OF FRIDLEY �� 6431 University Ave NE, Fridley, MN 55432 [] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION �` � �� (763) 572-3604 Bldg Insp (763) 571-1287 Fax Construction Address: �� s� �`' °'� '� U� Legal Description: Owner Name & Address:G�� -' °�s��%t'° �--' , -�'-�' Tel. # G�� -- ��la- " �7a 7 Contractor: �� ✓�� ^�5 � , MN LICENSE # Address: / �S� a `�'� r� A l/� /V � ,5�. t'r`" ct� _ ,tit `�l Tei. # LMNG AREA: GARAGE AREA: DECK AREA: OTHER: Attach to this application, a Certificate of Survey of the bt, with the proposed construction drawn on it to �scale. DESCRIPTION OF IMPROVEMENT Length Width Length Width Length � Width Height Height Hgt/Ground Sq. Ft Sq. Ft Sq. Ft Construction Type: Estimated Cost: $ �-----� � ybo � j ;,�c- �',��U oa Driveway Curb Cut Width Needed:�� Ft + 6 Ft =�Ft x$� �_$ �� `� aP DATE:S �i�/t7 S APPUCANT: �� Tel. # �vl �- — �il� —17�-� Call (763) 572-3604 for PermiE Fees if mailing in application. Fax to 763�71-1287 if using credit card and we will call you for card number. ' CITY USE ONLY - Permit Fee Plan Review Fire Surcharge State Surcharge SAC Charge License Surcharge Gurb Cut Escrow Erosion Control . Park Fee Sewer Main Charge TOTAL $ $ $ $ $ $ � 9�0 `�' $ $ $ � .. � Fee Schedule on Reverse Side 65% of Permit Fee .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1450 per SAC Unit $5.00 (State Licensed Residential Contraetors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] STIPULATIONS: -� � CITYOF FRIDL�.Y FRIDLEY MiJNICIPAL CENTER • 6431 iJNIVERSITY AVE. N.E. FRIDLEY, MN 55432 (763) 571-3450 • FAX (763) 571-1287 • TTD/TTY (763) 572-3534 June 14, 2005 Gilmore Construction Inc., 20009857 1750 242 Avenue NW St Francis, MN 55070 Re: Lot 21, Block 14 �� S�j�t� �� Dear Sirs: A final inspection was conducted on 06-15-05 for the completion of the dwelling at the above address. The inspection noted that the construction was completed according to the approved plan. If you have any questions conceming this matter, please feel free to contact me at 763- 572-3602. DJ/ao City of Fridley CERTIFICATE OF OCCUPANCY This Certificate is issued Pursuant to the requirements of Section 110 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the local jurisdiction regulating building construction or use. For the following: Building Address: PIN: Legal Description: Zoning District: Permit No: Work Activity: Construction Type: Occupancy: Occupant Load: Fire Sprinkler: Applicant: Applicant Address: City, State, Zip: 8018 ASHTON AVE NE T000071 SPRING BROOK PARK Block 14 Lot 21 2004-02014 NEW CONSTRUCTION SINGLE FAMII,Y N GILMORE CONSTRUCTION INC 20009857 1750 242 AVE NW ST FRANCIS, MN 55070 Comments: �` � c�� te HARD SUFACE DRIVE AND SOD TO BE FII�TISHED BY 7/15/OS