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PRE 2010 DOCSSUBJECT PERM. City of Fridley 18198 AT THE TOP OF THE TWINS BUILDING PERMIT ' ' RE � `v _ COMMUNITY DEVELOPMENT DIV. r � PROTECTIVE INSPECTION SEC. O 1 ; � ` CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY •--_�/'-'r,.� L 612-571-3450 910-F15 9/10/85 JOB ADDRESS 6380 - 7th Street N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 10 1 Alice Wall Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rodney Billman Inc. 151 Silver Lake Road, New Brighton, MN 55112 633-0536 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. /�TE ES l�jEj? MIT� C 6 USE OF BUILDING / G, PLUMGING �R Residential 7 CLASS OF WORK Ek NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ EMOVE 8 DESCRIBE WORK Construct a 46' x 26' Dwelling and a 24' x 241 Garage 9 CHANGE OF USE FROM TO STIPULATIONS Provide a hard surface driveway.. Provide sod in the front and side yards. Provide City with copy of verifying survey before capping. Dwelling can only be used byone family as per zoning requirements. Minimum grade & garage floor elevation is 851.00. Minimum lowest floor elevation of house is 846.50. Top of curb near north.property line at yellow spot is 849.50. SEWER LOCATION: 112' North.of Manhole, Wye Elev: 842.27 WATER LOCATION: 91' S.W. of Sanitary Manhole at 63rd & Bennett. 154.5' North of d boulevard Sanitary SII Manhole. 0 K. -Z.-rNs DRIVEWAY DEPRESSION ESCROW: 16' + 6' ' 50 or $297.00 • THE CITY OF FRIDLEY � ilflfjS ANIS II40T ) Galn T30N�S. ACOURACY OF UTILITY LOCASES Before digging Call f+tlCal U�1BIie� ORM TI; OO THIS DATA IS FOR INFNG AT AO TELEPHONE - ELECTRIC - , mIU �mom IT aq -ra SM REQUIRE By LA SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. Wood Frame THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION Z ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ,ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $34.75 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $69,500 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $425.00 STRUCTI OR THE PERFORMANCE OF CONSTFjUCTION. $373.00 .A PLAN CHECK FEE TOTALFEE $ 93.25 $926.00 + DW G TUREOFCON'RACTORO UTNORIZEDAGEffTTEI - WHEN PROPERL LIDATED THIS IS YOUR PERMIT BLDG INSP nATE SIGNATURE OF OWNER IIF OWNER BUILDER) IDATEI r To n,aTWah Date_ �t�3tR, i 56 M From �_n t�3i�n pd2t.. Subject— Refund of Driveway Curb Cott Fsorow for6�S0- 7th wStreet: N. a* �► sls� melee a check i.n the amount !q $297.OQ, paya�sl k to ' ►®y eiaYmaa, Incl Sl Silqr e e h 55 a ; � -PayIItent �tiVl' a i:i�4Ljil Q�a�- C��i� io:"' V��� r 7IrU ,�WG3®i."-•`1. E. pa.cl on S�ptembsr 11, 1983, receipt #18210» Thy vtzt; tfi.r owe ourb and did :ziot; use the City contractor - approved b Ma�kh Suroh» w w4 � xtr" Thank yau u.. Icon Jonea CompanpR � ° }: ,.P„� Signe t je b teaa.pu�5reo np u�x M k NEW [ ] City of Fridley Effective 4/1/84 ADDN. [ ] R-1 AND R-2 ALTER. [ ] Building Permit Application Construction Address: Twner Name & Address- Contractor:�a ' .�i �i // .i✓� i // Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width �� Height s Sq. Ft. GARAGE AREA: Length Width ,--jf01 Height�� Sq. Ft. DECK AREA: Length Alazel-5- Width Hgt/Ground Sq. Ft. OTHER: Corner Lot [ ] Inside Lot [✓] Ft. Yd. Setback 3.i Side Yard Setback / L¢- /.3•.J Type of Construction: a%Jw�I/Y�'J / Estimated Cost: $ O Approx. Completion Date: �--�� U1 -7- Z 13, 1,91 t . A Alt B Proposed Driveway Width If New Opening Is Desired: $ 7•01) $ S Back Page for Explanation DATE: Permit Fee Plan Check State Surcharge SAC Charge Park Fee Sewer Main Charge TOTAL STIPULATIONS: T)Q`43" DWRO-W( Z0a ►� eAlj APPLICANT: CITY USE ONLY $ 32 &LOU $ 9 $ $ r. $ $ $ het Tel. 4 Fee Schedule on Reverse Side 25$ of Building Permit Fee $.50/$1,000 Valuation $425 per SAC Unit Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] r�k.3 ©Prz. ���Y►�� �S �z,r� 9"c Qo "& mi 4) j &Q -oma �� 16 p d -F- QIJ41 6 N r*QL- �J.1° PrLo, LIAk P -r I s ".50 0NNER: �.� i ! !al•Z SITE ADDRESS: CONTRACTOR:., v.4b DATE �^ �•� �'� PHONE: Determine working square footage of each 1. Total exposed wall area...... 7.,o 5' sq. ft. x .17 2. Toal roof/ceiling area ...... /h®-7 sq. ft. x .05 7�, /z Total exposed wall area above floor = / S gl/ a. Total wall window•area................................. 'Ids b. Total door area .......... A, c. Total sliding glass door area .......... ......... .'...... d. Total fireplace wall area e. Total wall framing area (average 100) .................. / S f. Total rim joist area .................................. g. wall area above floor .......................... Z h. wall area above floor .......................... i. wall area above floor .......................... j. wall area above floor .......................... Total exposed foundation area = I k. Total foundation window area ........................... 1. Total net foundation area above grade ................./ „j., ?� fii4 L �r✓_A!-G-__ _. F+gP_th1N_ A _. C�Y_F�'�1�0�* ' / O___��%�, 3S Determine "U" value of each wall segment. (e.g. window, door, each separate wall section) a. /4z- X "U" .�7 c. X bull. _ d. X "U" _ Com_ X fluff h. X fluff 1. X "U" a j X fluff m k �3 x "v"�. 3 Zfl , %,Xt If item #3 is the same as, or less than item U, you have met the intent of SBC G006 (c) 2. Total exposed roof/ceiling area y. J. Total skylight area. . . . . . ... . . . ._... ®---- K. Total roof/ceiling framing area . L. Total net insulated roof/ceiling . . . . . S' Determine "U" value for each roof/ceiling segment. j. . p - x "U" ---a— _ -0- k -®-k. /S'® x "U" �nA _ = 2, /f 4 . . . . . . . . . . . . . . . . . . . . TOTAL = 1z If total of 14 is the same as or less than #2, you have met the intent of SBC 6006 (c) 1. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be greater than the sum of items #1 and #2. 3. ,� � . �'-� +4. ::?"®. SS- _ J6 7,67- NC).47 -75 BK.Ig z - mg it �. HARRY S. JOHNSON COMPANIES INC. y ti r 401 WEST 79TH•STREET _ • _ _ A 1 • BL.pOMING70N. MINNESOTA 65420 1 � %ri0 I •' '��. � - PHONE 16121 694.5341 F—;kEAST, 1 ..- 40 CERTIFICATE OF SURVE !F'®RLL Co2 SGAL15 1 0 1 DD' z - _13QOl. A,t,. elAR1{.1(*5 aASED 09 ... _ 'o A�UMEo .VW.TUM _: - . " • _ t1ARANTfiE TME o ! S 1 NOES NOT G LNATI4KS. I HE ATY 0� Vm y LpCAT10N5 AVRPOSES ONLY, �25a.94 w� 7 T RACY or UTI RMAT10'4 SHOULp Has �9•s3-v 1 pCCUI� IS IOR INF© IN>ORMATION --.t 120 1 r THIS ppTA US1N0 THISI AND P�RS0�5 THE SITE. r a O P 1 ANr� �otzrzEr� 2 SEtJTATIaN 905 ,s -W -7UR1/E'( OF THE 5,&UNDAMIES OF 1:0'(5 -- - `- { 8-1�i, 6�oGK 1, OFT}FI; ALICri; WALL f WI I2oo1 �y AI7PITIo►a, HF-WAF-Plm GOub4TY, MI►JAIi:'�oTay-_ -- ` 8 AS SutzV�`(ED f ME 7141'7 9� DA`{ _ _ - . _ 4 NI — 0F NoVEMP��12 , 191 S. SS. vors NoT Pur?poRT 1 ch SI zt04 -f0 gNow IMP2oVEMF.J1j�i o2 �IJG20ALi•1- off. MENjZ, IF AK` . - - .. - 1 i'=Nas•s�'33'v Ia . 1? aJ 12001 0 c _ __ local uriliPQr call `� • lZ6la � N0. 5�Olo � flCC aigg1l�� G�� /�zses' o LANA y y�uOG�iE-ELECTRIC- j NB9•59.38-4T V.•� 120.01 k14� 013 'IloN Ad cin 13 _ - -1 474.18 N88.38'33•W - i • ti ^ 25.00 '' .� i / Na8.39*;I3 v m V I zo.01 •. ;. • � r^ 1s 1 Y- A 0 0 A �►V 31 In a in w LY4.C7 '► �� o f 1 IYOA1 Y fit �9 f9 I�_ e �_+4CjwGL 21 «: �® law; �� d hl9 e� ��O / d N©9.3L+•3S�sa = ri 1A y _w� lz as ®•�•2V13" w o 0 of 120.01 z 1 9 •R� aI WAOWA `i 1 o 5.97 o _ 11, 20-00 k .&.91.00 , 6 21 f t. ,c�Iitl�:?3a 'AI® Q a 25 - 0057 � 664.53 -'. N89o59 33m 4 Q 0� q BB•59'�TS•i7 � it k14� 013 'IloN Ad -1 474.18 N88.38'33•W - O.1" - p .� 80.00 ----73.00- __75.00:._. __75.00_ 94.18___ 1!75.00_ o'`I - o •. ;. • � r^ 1s 1 Naa•afl's3�r ' ���:. W .� .. Y W _ $ Q, 1 0 0 o �� o f 1 IYOA1 Y fit �9 f9 I�_ e �_+4CjwGL 21 «: �® law; �� �N e� ��O . r� Lo _w� lz as ®•�•2V13" w o 0 of z 1 9 •R� `i 1 6 3d _ 11, 20-00 k .&.91.00 , 6 21 • _ 1 wl rs �75.0o 75.00 75171 94.52 s si 1 w a-.1 75.00 �� i• shg A -;Q 46 2j-- 9074 0057 Q.. i� O I 664.53 -'. N89o59 33m W- • .635 RI). a>>/E. ., ,N LI/ -�>, 6V , o F 4r- & S 15y5� )k), ae � so BL, a CITYOF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-3450 March 21, 1986 Rodney Billman, Inc. 151 Silver Lake Road New Brighton, MN 55112 Re: Final Inspection at 6380 - 7th Street N.E., Fridley Dear Sirs: A final inspection was made on March 19, 1986 of the above noted address and the following items were noted which must be completed before the structure can be finaled out: 1. Install a landing outside the front door and for the door from the house to the garage by April 15, 1986. 2. Provide sod in the front and side yards by June 15, 1986. We will expect these items to be completed by the scheduled dates when reinspections will be conducted to determine compliance. If you have any questions on these items, please feel free to contact me at 571-3450. As we have previously written and discussed, we again must warn you that if this home or any other home is occupied by more than five unrelated people, it is a Code violation and Code compliance will be enforced. Sincerely, DARREL G. CLARK Chief Building Official DGC/mh �3,03 0_9>-W CINOF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-345(1 April 5, 1988 Mr. Rodney Bil1man Rodney Billman Inc. 151 Silver Lake Road New Brighton, MN 55112 Re: Hones With Two Kitchens Constructed in Alice Wall Addition, Fridley Dear Mr. Bil loran : As you know, you have constructed five homes in the Alice Wall Addition; four on 7th Street and one on 63rd Avenue, that have two kitchens. You have previously been notified that these homes are located in a single family dwelling district which prohibits two family dwellings or uses. This matter has been reviewed and discussed with the City staff and the City Attorney. After considering all the inforriation available, and a review of our Zoning Code, it has been determined that your homes are in violation of the single family dwelling district zoning requirements in that they are two family dwelling units. TO bring the structures into compliance it will be necessary for you to alter the structures by ramoving one of the doors and frames off the common foyer to one of the levels so that one of the occupants has free access to the ent i re st r uct ur e. Your cooperation in this matter will be appreciated and it is anticipated that these alterations will be completed by June 1, 1988. If you have any questions, please call m>? at 571-3450. Sincerely IIa G. CLARK Chief Building Official DGC/mi: OC: Mr. Jock Robertson MEMO TO: Jock Robertson, Community Development Director MEMO FRCM: Darrel Clark, Chief Building Official (4p MEMO DATE: June 6, 1988 REGARDING.: Homes in Alice Wall Addition On June 3, 1988 reinspections were conducted on six hones in the Alice Wall Addition to detexmine if doors had been removed to one of the levels off the foyers. The inspections found that the doors are removed and the latch and hinge recesses were filled in. The openings are visible from outside the hones so monitoring will be easily accomplished. The addresses of the how owned by Rodney Billman, Inc. are 6300, 6310, 6360 and 6380 7th Street and 445 - 63rd Avenue; the h ame owned by Todd Anderson is 6320 - 7th Street. DG C/mh 9 SUBJECT P City of Fridley 26844 AT THE TOP OF THE TWINS ?' BUILDING PERMIT r 1 , o _ COMMUNITY DEVELOPMENT DIV. a. PROTECTIVE INSPECTION SEC. i I NUMBER REV DATE PAGE OF APPROVED BY = CITY HALL FRIDLEY 55432 612-571-3450 910415 7/27/98 JOB ADDRESS 6380 7th St NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED oescR. 10 1 Alice Wall Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Tay Kerse 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. L& L Contractors 151 Silver Lake Rd #7,_NP-W Brigjaton glim 697-9455 20139735 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION E REPAIR ❑ MOVE ❑ REMOVE B DESCRIBE WORK Reroof house and garage 31 S Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with State Building Code. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION 1 ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $2585 $1.29 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR OCAL W REGULATING CON- Fre SC $2.58 ST E PERF .MAN OF DNS T CTION. $74.75 CHECK FEET L FEE a �/PLAN � Lice SC $5 0 $83.62 SIGNATURE OF CONTRACTOR ORL4UTHORIZiD AGENT IDATEI k.! Q�� Y VALI A D THIS IS YOURS IT DATE SIGNATURE OF OWN ERPF OWNER BUILDER) IDATEI 9 NEW [ ] Effective 1/1/98 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION a` U ConstructionAddress: (058'0 -7 z h St • �1 Legal Description: 2cs o T r- Owner Name & Address: A y ILE F-s?Y Tel. # Contractor: L £ L Cjb c. -r oMN LICENSE # � o/ 39 7 j� Address: 15t ('Aa Zy S u a� xt: -j Tel. # (o9 l - R ,4S S Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF BUROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE -AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: 6n--AzrE 79 ®r- r Construction Type: Estimated Cost: $ (Fee Schedu16 on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: 4 a 7/1 S APPLICANT. Tel. # /2Lac 6 CITY USE ONLY Permit Fee $�, `�S✓ Fee Schedule on Reverse Side Fire Surcharge $ .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1000 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ STIPULATIONS: r .• SUBJECT PERMIT NO. City of Fridley 27097 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. _ COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. r J66-7 NUMBER REV DATEPAGE OF APPROVED BY CITY HALL FRIDLEY 55432 1 J\ 612-571-3450 910-F15 8/11/98 JOB ADDRESS 6380 7 St NE 1 LEGAL BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. ILOTNO. lO 1 1 Alice Wall Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rodney Billman 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Pro -Exteriors 11 55013 257-1697 6094 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION X8 REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reside house and garage (vinyl) 9 CHANGE OF USE FROM TO STIPULATIONS Call for building wrap inspection before covering. l SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL. PLUMBING. HEATING, TYPE OF CONST, OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT 5640 $2.82 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- CTION O PERFORMANCE OF CONSTRU TION $112.25 Fire SC $5.64 PLAN CHECK FEE TOTAL F License— 5.0 5.71 SIGNATURE CONTRACTOR OR AUTHORIZED AGENT IDATEI PRO ERL ID TE T $ I$ YOUR PERMIT BLOG I - _ j� o bA TE SIGNATURE OF OWNER OF OWNER BUILDERI IDATEI NEW [ ] Effective 1/1/98 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: 9& ^ z'L 17 S ¢ , X%1 L G Legal Description: Owner Name & Address: 6-6 "vj,/ ��`�/� �,� Tel. # Contractor: FRO - E�4n- � O � MN LICENSE # LQ �f Address: � l %,�Z � Gc �' Sr7� � ��yCr C,6 5c, <eD Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER:s hcY ,� IiLa v S y0 j* Construction Type: Estimated Cost: (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $ DATE: fl APPLICANT: Tel. # CITY USE ONLY Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee $ Sewer Main Charge $ TOTAL STIPULATIONS: Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.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 [ ] Not Necessary [ ] • . , ,IS7-/6''7 IN SuejECT ERMIT City of Fridley 30533 AT THE TOP OF THE TWINS BUILDING PERMIT r -RECErPT NO. COMMUNITY DEVELOPMENT DIV. r � � PROTECTIVE INSPECTION SEC. CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 1 612-571-3450 910 -FIS 11/19/99 JOB ADDRESS 6380 7th Street NE I LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DEscR. 10 I 1 Alice Wall Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Robert Granger 6310 7th St Fridley 502-0694 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Owner 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO, 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK O NEW ❑ ADDITION Ox ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE B DESCRIBE WORK Construct a 20' x 10' Deck; Door 2-6" 9 CHANGEOFUSEFROM TO STIPULATIONS Hold Harmless Agreement to be filed with County by 12/1/99. SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMBING, HEATING. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION I STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $1800 $ .90 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FE TO EE $ .85 SIGNATURE OF CON'RACTOR OR AUTHORIZED AGENT IDATEI N eR2 L VALID E HI$ I$ YO PER IT S.GNATURE OF OWNEROF OWNER BUILDER, IDATEI BLD INSP QA1E IN f,W [ ] DN TER Effective 5/10/99 [ ] CITY OF FRIDLEY [ ] SINGLE FAM LY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: Legal Description: Owner Name & Address: -ST rim 6 510 4� sr Tel. # Contractor: ©.4,,-5�t.eA MN LICENSE # Address: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCPJMON OF EWROVEMENT Tel. # LIVING AREA: Length Width Height Sq. Ft. GARAGE'AREA: Length Width Height Sq. Ft. DECK AREA: Length ;-0" Width /— Hgt/Ground Z Sq. Ft. OTHER: .¢� � � 3a2: " � d C $ � Estimated Construction Type: �r Driveway Curb Cut Width Needed: F,y--;�t = Ft x $ _ $, DATE: 9-- % CITY USE ONLY Tel. # Permit Fee $ . �� Fee Schedule on Reverse Side Fire Surcharge $ .001 of Permit Valuation (1/10th%) State Surcharge $ r $.50/$1,000 Valuation SAC Charge $ $1050 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ 6S.357 VZ(,o 41�Z &�js lq6lee � P lcZY STIPULATIONS: AGREEMENT A�, /y. 3o, a((- � .This agreement dated this day of1999, by and between Robert L. Granger, (hereinafter referred to as "the owner"), and the City of Fridley (hereinafter referred to as "the City"). WHEREAS, the owner owns residential real estate in the City located at 6380 7th St NE, and is legally described as follows: Lot 10 Block 1, Alice Wall Addition WHEREAS, said property is adjacent to a drainage & utility easement along the entire west property line; and WHEREAS. a small portion of said easement has been utilized to acc- ommodate a portion of a deck placed within the easement; and WHEREAS, the City has agreed to allow the encroachment on said easement to remain upon certain conditions. NOW, THEREFORE, in consideration of allowing use of said easement Robert L. Granger, his heirs, successors, and assigns hereby covenant and agree as follows: 1. Robert L. Granger, his heirs, sucessors, and assigns shall hold the City harmless for any injuries or damages to property by reason of his construction of a deck within the City's easement. In addition, he shall be liable for any and all costs associated with removal of all or any part of the deck in the event that the City, in its discretion determines that it must use all or part of the easement and the presence of the deck interferes with that use. 2. Robert L. Granger, his heirs, successors, and assigns shall defend the City against any and all claims arising as a result of construction within the drainage and utility easement. The City may defend and charge the costs of such defense against Robert L. Granger, his heirs, successors, and assigns, and assess such costs against the subject properb if adequate and timely defense is not commenced on the City's behalf. 3. Robert L. Granger, his heirs, successors, and assigns shall agree to promptly pay any sums due under this agreement. The City may pursue judgements to collect the amounts owing under this agreement, and if said sums are not promptly paid, the City may assess the costs against the subject property. CITY OF FRIDLEY By: iayz�-e -j 4- William W. Bums Its City Manager STATE OF MINNESOTA) )ss. COUNTY OF ANOKA ) The foregoing instrument was acknowledged before me this day Of , 1999, by ROBERT L. GRANGER ROBWA S. GOWNS NWX puMIF.MINN 3= My COMMISSION EXPIRES JANUARY 31, 2005 STATE OF MINNESOTA) )ss. COUNTY OF ANOKA ) The foregoing instrument was acknowledged before me this day of/�1u,%cx„ , 1999, by Williams W. Bums, City Manager of the City of Fridley. 1044�� C*e-c 66 sl'7,A —y'',av, i Vit•+' : f.^',.. ' a _i ° +`..r ,..r'y • p`,, -� •�,��,y � ,. 4 �',"ia•F .; � �.. P r ` ! 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W •' ,yi '1° s. fit:✓�', .u' r�'1� v°�t'�"a�+ r .x� /.•.ri ro. t (�L t ,, '� y'.•,y • � �1 � � y,::. �.'! r. Ar*! 1 .;9 •,R b y \ e • • :•!:� ;! 1 ,ia• F' ,... - ' .':Mr' �y,,a s.i is �(iei i{l tir,. ,r.r••!'• 1 ..7ro ., X11, '('. .1. {•"le r�jZ'�'t. .Yi4 S' R •.s„ •rr er_,�'�.•Wl~ d:W'+!.�i. ABSTRACT Receipt #17 3 (V ��� Jro ❑ Certified Copy Date/Time:�� / V • 3d Date Mailed ❑ Tax Liens / Releases Doc. Order of � ❑ Multi -Co Doc Tax Pd ✓ by: Pins: Recordability / Delgs: ❑ Transfer ❑ New Desc. Filing Fees: ❑ Division ❑ GAC Well Certificate ❑ Status ❑ Def. Spec Received this Date: Anoka County Recorder ❑ Other !G No Change M - Notes: DOCUMENT NO. 1473606.0 ABSTRACT ANOKA COUNTY MINNESOTA I HEREBY CERTIFY THAT THE WITHIN INSTRUMENT WAS FILED IN THIS OFFICE FOR RECORD ON DEC 08 1999 AT 10:30 AM AND WAS DULY RECORDED. FEES AND TAXES IN THE AMOUNT OF $29.50 PAID. RECEIPT N0. RJSKfi 912 3 6 6 5 EDWARD M. T meq' MORA COUNTY PROPERTY TAXADMINIS7R4TOR/RECORDER/REGISTRAR OF TITLES TSAR BY DEPUTY PROPERTY TAX ADMINISTRATOR/RECORDER/REGISTRAR OF TITLES s I'IAR-16-2006 13:02 FROM:DAN NETKO EXTERIORS 763-263-1004 TO:5711287 P.1 -NEW t [ } CITY OF FRIDLEY Effec#n 4MMM ADDN [ ] 6431 University Ave NE, Fridley, MN 55432 (763) 572 Bldg ALTER [ J SINGLE FAM LY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION 1&00 6_1 - Oa=r Construe Address: LD 370 "I Legal Description: Owner Name & Addr+ew Ch ri S .)o h nSo r� �` Tel. 5 -7 1- S U y !o Contractor; ' Q �C �c� icx`S MN UCENBE O 6 O 4 C Address' O 5 ' © 1S 5L13 T�. # `1(a3 fl? `A -O:R- l Attach to this appticatbrt, a Certificate of Survey of the bt, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height _ S4 Ft GARAGE AWA: Length Width Height Sq. Ft DECK ARt&4: Length Width HgVG=nd Sq. Ft OTHER: v3hd 12 hgUe., Construction Type: .�c*- Re'r' Estimaed Cast�150-300 Driveway Curb Cut Width Needed: __ft + 6 Ft = —, Ft x $ _ DATE" i 67 O APPLICANT: Tel. Call (783) Sn%VA4 for Permit Fees if mailing in application. Fax to 763-WI.12$7 if using Crum card and we will call you for card number. CITY USE ONLY - Permit Fee $ 9-66` 2�6 Fee Schedule on Reverse Side Plan Review $ 65% of Permit Fee Fire Surcharge $ r- .001 of Permit Valuation (1110th°%o) State Surcharge $ °7.6„ � $.501$1,000 Valuation SAC Charge S. $1350 per SAC Unit License Surcharge $ cc-, $5.00 (State Licensed Residential Contractors) Curb Cut Escrow $ Alt. "Nor AIL "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering . Sewer Main Charge $ Agreement Necessary [) Not Necessary [ ] TOTAL $� `�� 317IIsi1LATIOMS: MAR -16-2006 13:01 FROM:DAN NETKO EXTERIORS 763-263-1004 TO:5711287 P.1 ` NEW [ ] CITY OF FRIDLEY Effective 4112004 ADDN [ ] 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ } SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: to -7.3 1 — 41 �k 6t A16 Legal Description: Owner Name & Address: oSP�2 �2 r �1% S Tet. # 57 l - 95 q _ Contractor:_ AIt A).p j C;*C L149' � MN LICENSE # OL-PRIoD Address: 130S- 1rJ1-lkn b"A26 BZA� S3�34/ Tel.# Attach to this application, a certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT . r — -www . I — aL %AAA"% WeliAht Rn. Ft. FROM : DAN NETKO EXTERIORS FAX NO. : 7637840227 Dec. 15 2006 10:36AM P2 BUILPermit No.: _ Building Received B Inspections MI'SI.DENTIAL APPLICATION y 763-572-3604 CITY OF 0{RIDLEY DA1eRec'd'���. _ YOURE-MAIL AIAWN5—.{,15�•.•— SrrE ADL*TSS (, p P ` -�- ---- THIS APPLICANT IS; OWNER `%CONTRAM11i �—�-- PROPERTY OWN1EW NAM. — TENANTADDR.l±tiS:— ---CITY_. FTArL �P — PRONE: 0,5 �P — SUBMIT A CfJPY OF STATE LIC -'-.E YOUR STAT. LICTNSF ADDRESS: I WMI APPLICATION I PHONE[ 7 PROPERTY TYPE n SINGLE PAW �o Q% -La _- ` FXP DATE �i ., L Yl LU 6- Z ,I - 0 :4,Mrl VAX 4e--_ PERNUT TYPE u nue► «..,- ❑ BASWENT FINISH ROOF 0 DECK 0 SIDING Ut WT. 9TA CE ZIP ❑ DRAIN 711.E O OTHF& 11PE OF WORK: " L INTENANCUREPAM 0 REluntlsLlNG DESCRIBE WORK BEING DONE.— �eQ�r'G� i�r '� i�C"�✓' n� F S,0. Ft SQUARES a GABA PROPObEn SM: PROPOSPDIiFURY: SIDING L7 13 Aluntidunl O Other Q HCIUSE ON£.y O uOUSE & GARAGF Q ATTACHED GAfU GL 17 DETACH15M GARAGE! OSofftt ❑ Trim 0 Fascia WlT1at11WR m mus iNG OPmmaS OYes C'No LOCATION OF WINDOWS OR FOR NW OPENINGS -DESCRIBE 92E Or — OPENING CHANGES & ALL FRES ARE TOTAL Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Fscrow Erosion Control Park Fee Sewer Main Charge Total Due RAnELING UMWT: I . Existing Floor Plan 2. Proposed floor plan 3• List of structural members to be used FOR NEW CONSTRUCTION INCLUDING DECKS, ADDITIONS & POSUHMIL i. Site PxanlSwvey showing the existing structttr¢9 and proposed ArciaM 2. Two sets of construction plats 3. EneW Calculations ON VALUATION, INCLUDING THE COST OF LABOR AND MA (USING rRE ? CXEE 9CREDULk:)!, $ 3 See Back Page for Fee Schedule $ 65%otBuildillg Permit Pee, $ .001 limes the total job valuation $ _ 1 , �j .0005 x Permit Valuation Minimum $.50 $ $5.01) (Stela Licensed Residential Contractors) $ $1550 per SAC unit (Plans to MWCC for determination) $ ft+61t= ftx$21 -=$ $ $450 Conservation Plan Review $ Fee Determined by Engineering $ _ Agn ement necessary ( ) Non Necessary ( ) S G n72 1� Make checks payable to. Cltv of Fridley Atta4 711 IS IS AN APPLICATION FOR A PERMIT -NUT VAIII) UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that tht information above is complete and accurate; that the work will be in conforrrmtrc c with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a pc rmit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan In the case of all work>*lch requires review and approval of plans. 4 I>tir .^� r • . iii. 1f. lt'!'��if��� �� From: 3209748896 Page: 212 Date: 5/1/20071:07:20 PM ....., ... ... ...r .. ..... .. ... .--- Building Permit Fee BUILDING See Back Page for Fee Schedule Permit No.;2601 W Jaa Inspections 65016 of Building Permit Fee RESIDENTIAL APPLICATION $ R=ived By 763-572-3604 S. u CITY OF FRIDL1 EY License Surcharge nate Recd: D �+ DATE 5- - - ,_ YOUR E-MAIL ADDRESS 1111 G@ Wfe-L-ASI-meets • �C�'►1( 4,BD SITE ADDRESS THIS APPLICANT IS: iL 0 OWNER kONTRACTOR $1675 per SAC Unit (Plans to MWCC for determination) PROPERTY OWNER/ NAME: C Ch Y21 ' ft + 6 ft = ft x $21 =$- $Erosion TENANT c N 7CdC - S -V . E CITY ADDRESS: 6 _i,� STATEM91P '154/3--7 Park Fee -7 1 i J PHoNE77&3-24 —/ 1J Fee Determined by Engineering CONTRACTOR NAME: • %e L Agreement necessary ( ) Non Necessary ( ) STATE LICENSE fl 3C- d EXP DATE q SUBMIT A COPY OF YOUR STATE LICENSE ADDRESS: CITY #�^STATEM6hP-��D/ WITH APPLICATION ' / /� PHONE • �` -% L - 725 FAX © - `7 7WWI 1, PROPERTY TYPE 0 SINGLE FAMILYINEW CONSTRUCTION SIZE 0 TWO FAMILYMEW CONSTRUCTION STORIES PERMIT TYPE 0 ADDITION 0 GARAGE/SHED 0 WINDOWS 0 BASEMENT FINISH ❑ ROOF 0 DRAIN TILE 0 DECK 0 SIDING �OWHER D SWIMMING POOL TYPE OF WORK: 0 NEW 0 ADDIMON INTENANCE%EPAIR 0 REMODELING A l DESCRIBE WORK BEING DONE: �js�_I�j Q ILEI SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT Sq. Ft. ROQ�F1 G 0 HOUSE ONLY NUMBER OF SQUARES Q HOUSE & GARAGE BASEMENT REMODELING SUBMIT: RM -E3 0 ATTACHED GARAGE 1. 2. ExWng Floor Plan Proposed floor plan PROPOSED SIZE:0 DETACHED GARAGE 3. List of sVucttual members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, 0 Vinyl OSotPtt APDTIIONS. & PORC A SIMSET: 0 Aluminum 0 Trim I . Site Plan/Survey showing the odsting structures 0 Other ❑ Fascia and proposed project. WINDOWS 2. Two sets of construction plans IN EXISTING OPENINGS DYes ONO LOCATION OF WINDOWS 3. Energy Calculations OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATIONS 2100!e OCCUPANCY TYPE Permit Fee $,�Rq 31 a5 See Back Page for Fee Schedule Plan Review $ 65016 of Building Permit Fee Fire Surcharge $ 001 times the total job valuation Surcharge S. u .0005 x Permit Valuation Minimum $.50 License Surcharge $ $5.00 (State Licensed Residential Contractors) SAC Charge $ $1675 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $21 =$- $Erosion Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due _ $ -3.24-, j Make checks payable to: City of Fridley Attach Stipulations 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 understated this is not a permit but only an application for a permit and work is not o start without a permit; that the work will be in accordance with the approved plan in the can of all workvAdo?requi ew an4pgkW of plans. t _ _ _ _.r-'- , , r r- I SIGNATURE OF nuIf. .rcvor-rw....,i c.u� .. �....... .......L; ' ....v ..� ... ..... ..... .. _..._ 0 _-..w_ _. Bid Date Phone H U 9eT$1'F0,, Wor FOUNDATION SYSTEMS INC. Quality We Can Guarantee 1-800430-5851 K. %/ 1j, I. 9 •J' INSTALLATION Start f —12/' Date 1�..�I — Foreman J LI -Ma -31 -6016 moi . � j �- t'��•t�! L'y �v.. v;.+ r a ay..•vv.. •.v. ..- per- �•—"."" Our priority is to fix the problem with your foundation, that's what our customers rely on us for. Keep in mind that we can not be responsible for any finish carpentry, painting, paneling, etc. that may be necessary after our work is completed. Jesse Trebil Foundation Systems, Inc. will not be responsible for any landscaping, reseeding or re -coding, unless otherwise noted on bid. We will call "Gopher One" to have all public underground lines located. If you have private lines such as satellite dish cables, propane line, sprinkler system, etc. you are responsible for marking them. Jesse Trebil Foundation Systems, Inc. will not assume responsibility if there is damage to private lines. N you live at a rural address, public Iines will only be located to the pole or your property line. If damage to any of these lines in an area that was not marked occurs, you will be responsible for all repairs. If your city requires outside engineering, this quote may need to be rewritten to meet their recommendations. _ �ctvrhpri& d Mellon corttnletn• i'A sr+rrhurge Must�rcrurUYLw s Representative's Signatures^•. it. '`' • ' lA 4 Authorized Signature Mar 23, 07 12:48p American Waterworks 507366021 p•65/0,0 -7 Mr. Chris Johnson 6380 - r Street NE Fridley, MN 55432 Phone: 763-245-2415 An Beddin & N"itney��7T —77`4 eers, Inc s �,`Cl 7-4,P 44418 A V9 SW �G /�``��- . O. IBoX 471 l CAM MWZ, MN 56008 PHONE (763) 689-5631 FAX (763) 552-5631 November 19, 2005 ��- pj;7� &,J� I -e16 RE: Settlement of Rear Wahl of Home at: 6380 - 7`b Street NE Fridley, MN 55432 To Whom It May Concern: Introduction We were asked to review the misting conditions of the rear wall of the home at the above address. We met with the owner of the home, on October 19, 2005. The home is a split level two family dwelling with an attached garage. Since moving in the owners have noticed settlement to the rear wall and several cracks in the dry wall in both the side walls and ceiling. We have been asked to review the current conditions and make recommendations. The renter in the lower level let us into his part of the home:. He has been a resident since before the current ownm, moved in. on November 17, 2005, we revisited the site to excavate a test pit at the southwest cornerof the home. We used a small backhoe to excavate to depth of 10 feet below the existing ground. We exposed the footing at the southwest courser of the home. We collected soil samples from the excavation. Diseossion. We were told that since the caurent owners moved in the rear wall of the home has .settled. There is a very evident sag in the rear double windows. This sag is both visible on the upper level of the home and the lower level. Tlx re are also cracks in the side wall and ceiling. The rear door of the upper level to the deck is now out of square and is difficult to open. We could also ,see definite evidence of pervious repairs, in that the lower level floor had been re -leveled. This patch is now loose below the carpet. The home has a wood foundation. This has no doubt helped to keep the home from having a sheer failure in the rear wall. We suspected that there were compressible organic soils below the footing of the rear wall of the home. To determine a method of repair we made an investigation of the soils at the rear of the home. Mar 23 07 12:49p American Waterworks 15073566021 P. 8' • Page 2 November t9,2005 Settlement of Rear Wall of Home at: 6380 - Th Street NE Fridley, N94 55432 On November 17, 2005, we exCIRMed to a depth of 10 feet below the existing grade (;ground line) at the Southwest corner of the home. See the attached log of the test pit. We also we exposed the footing, in this case a wood foundation, at the same location. We noted the following: 1. The pea rock for the bottom of the wood foundation was placed in and on organic fill; 2. The foundation was backfilled with highly organic materials 3. Below the wood foundation we encountered 4 feet of mixed organic soils ra:3)ntauring large chunks (6 inch) of concrete; 4. Below the mated fill vms 2 feet of organic deposits, and 5. At 10 feet below grade we found water bearing sand soils. We also noted that there was no frost cover for a good portion of the South wall. The budding code required 42 inch minimum footing depth when this home was built. We found 6 to 8 inches of cover. We could not see any evidence of any attempt to correct the soils for the foundation. The building code did not allow these compressible organic soils below a foundation when the home was constructed. Since the organic soils are so obvious we are not sure how the home passed the footing inspection when the home was built. Recomwendativn for Work. We recommend the following: 1. Obtain a new building permit to make the following repairs, 2. Excavate down to the native sand soils in 6 foot sections, leaving 6 t0 8 foot sections; 3. Pow a 12 inch thick by 24 inch wide footing with (3) # 4 bars in 6 feet long sections; 4. Build a 12 inch masonry wall on the footing to the bottom of the wood foundation; 5. Repeat the above steps in the unexcavated sections, lapping the #4 bars 18; inches, 6. Backfill the new foundation. 7. Jack the home up slowly to a level and plumb state; 8. Fill in the remaining void with solid masonry; 9. Backfill the repaired foundation to grade; 10. Fill the void below the lower level concrete floor, 11. Tie the concrete floor into the wood foundation; and 12. Restore the exterior landscaping Note, this work wc71 require the removal and reconstruction of the deck and stair that is on rear (West side) ofthe home. Mar 23 07 12:49p American Waterworks 15073566021 p•7 • Page 3 November 19, 2005 Settlement of Rear Wall of]Home at: 6380 - r Street NE Fridley, MN 55432 Conclusions. if the above recommendations are followed, the foundation will meet the ,general strueWral provisions of the State Building; Code. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERViMON AND THAT I AM A DULY REGISTERED PROFESSIONAL. ENGINEER UNDER THE LAWS OF THE STATE OF MIiNNESUTA. DOUGLAS TNEY DATE: NOVEMBER 19, 2005 Itm NO. 15910 MINNESOTA CERT F'IED BUILDING OMrI UL NO 1029 Mar 23 07 12:49p American Waterworks 15073566021 p.9 CLASSIFICA'T'ION OF SOILS FOR ENGINEERING PURPOSES (ASTM: D 2487 and 2488) Group 1'ypG�E names Labors" cla seftiCetton 01"0"18Major dhrl t"s symbolo wbtf.9rattedgels. gravat-sand mblures. Iitile or rw fines Poorly Iiradet gravels. gravel - sand raWtures.111ge or no fines Slily glavels, gravel -sand -silt mlxtisel� Davey 11ravels. greveMsand-cbsfl mixtures Welt.gradad sands. gravelly sands, tittle or ao tures poorly graded sands, gravelly sande, Alae or no fines Silty sands, sand -slit mixtures $ O 0 1 5� sans w u de A� E� m� 0 g m Jill " &ai m Clayey sands. sand -day mix- tures snorgaale silts and very line sands. rodr flour, My or day - &V fine sande or clayey eme with aught plasticity Inorganic stays of imr to ma- dhtm Ptadkily. gravelly clays. sandy clays, silly stays. lean days Organic silts and organic silly X stays of low plaitidtq 8 laorgafefe slits, micaceous or I diatarrraceous fine sandy o► CL silty ssft elastic s81s Inorganic clans of high P183 - lift, tat days Organic clays of medium to Milli 131850 m% organic sills pw (asap Ca = ._...greater than 4: Cc= -between 1 and 3 DID prfXpeo Not Meeting all gradation raqutraments for GW Atterbarg Arafis below `A" line or Pl. less than 4 Above "A" line 1111th P t. betweelr4and 7ambardsr- line oases requiring use Atterbefe Nmils below "A" of dual symbols line or pl. greater than 7 pw fpWJ2 C. greater than 6: Ce between 16" 3 0, D IOXDW Not n meGag an gradation raqulremenls ion SW Atlerberg limits below "A" ! Lbeft platting in hatched firm or P.I. less than 4 Zone will P.1. between 4 -- and 7 aro borderline eases requiring use of dual sym- Atterbarg Smits below"A" bds. Ane or PL greater than 7 Becklin & Whi -For classilicatian of fine-grained 'soils and fine fraction of coarse- _grained sons -Atterborg Limits Plotting in -hatched area are bordedine olassf- _ _fleatfons requiring use of dual _ _symbols - Egttattan of A -Sate: P1=.73 tLL - 20) --- i� and OL 1- 0 10 20 30 40 50 CIO TO 80 go Llqufd Lla%R Peat and other highly sxganlc phWic" Ciuut eon .T PAW _ 49 Cp C CL �a V OP $v o ei e UH 3 � c B u � gi g QC $ SW�s SP ra s o 1e A a� SC wbtf.9rattedgels. gravat-sand mblures. Iitile or rw fines Poorly Iiradet gravels. gravel - sand raWtures.111ge or no fines Slily glavels, gravel -sand -silt mlxtisel� Davey 11ravels. greveMsand-cbsfl mixtures Welt.gradad sands. gravelly sands, tittle or ao tures poorly graded sands, gravelly sande, Alae or no fines Silty sands, sand -slit mixtures $ O 0 1 5� sans w u de A� E� m� 0 g m Jill " &ai m Clayey sands. sand -day mix- tures snorgaale silts and very line sands. rodr flour, My or day - &V fine sande or clayey eme with aught plasticity Inorganic stays of imr to ma- dhtm Ptadkily. gravelly clays. sandy clays, silly stays. lean days Organic silts and organic silly X stays of low plaitidtq 8 laorgafefe slits, micaceous or I diatarrraceous fine sandy o► CL silty ssft elastic s81s Inorganic clans of high P183 - lift, tat days Organic clays of medium to Milli 131850 m% organic sills pw (asap Ca = ._...greater than 4: Cc= -between 1 and 3 DID prfXpeo Not Meeting all gradation raqutraments for GW Atterbarg Arafis below `A" line or Pl. less than 4 Above "A" line 1111th P t. betweelr4and 7ambardsr- line oases requiring use Atterbefe Nmils below "A" of dual symbols line or pl. greater than 7 pw fpWJ2 C. greater than 6: Ce between 16" 3 0, D IOXDW Not n meGag an gradation raqulremenls ion SW Atlerberg limits below "A" ! Lbeft platting in hatched firm or P.I. less than 4 Zone will P.1. between 4 -- and 7 aro borderline eases requiring use of dual sym- Atterbarg Smits below"A" bds. Ane or PL greater than 7 Becklin & Whi -For classilicatian of fine-grained 'soils and fine fraction of coarse- _grained sons -Atterborg Limits Plotting in -hatched area are bordedine olassf- _ _fleatfons requiring use of dual _ _symbols - Egttattan of A -Sate: P1=.73 tLL - 20) --- i� and OL 1- 0 10 20 30 40 50 CIO TO 80 go Llqufd Lla%R Peat and other highly sxganlc phWic" Ciuut eon ML _ CL �a OL e UH 3 � c B CH0 � 5 gOH wbtf.9rattedgels. gravat-sand mblures. Iitile or rw fines Poorly Iiradet gravels. gravel - sand raWtures.111ge or no fines Slily glavels, gravel -sand -silt mlxtisel� Davey 11ravels. greveMsand-cbsfl mixtures Welt.gradad sands. gravelly sands, tittle or ao tures poorly graded sands, gravelly sande, Alae or no fines Silty sands, sand -slit mixtures $ O 0 1 5� sans w u de A� E� m� 0 g m Jill " &ai m Clayey sands. sand -day mix- tures snorgaale silts and very line sands. rodr flour, My or day - &V fine sande or clayey eme with aught plasticity Inorganic stays of imr to ma- dhtm Ptadkily. gravelly clays. sandy clays, silly stays. lean days Organic silts and organic silly X stays of low plaitidtq 8 laorgafefe slits, micaceous or I diatarrraceous fine sandy o► CL silty ssft elastic s81s Inorganic clans of high P183 - lift, tat days Organic clays of medium to Milli 131850 m% organic sills pw (asap Ca = ._...greater than 4: Cc= -between 1 and 3 DID prfXpeo Not Meeting all gradation raqutraments for GW Atterbarg Arafis below `A" line or Pl. less than 4 Above "A" line 1111th P t. betweelr4and 7ambardsr- line oases requiring use Atterbefe Nmils below "A" of dual symbols line or pl. greater than 7 pw fpWJ2 C. greater than 6: Ce between 16" 3 0, D IOXDW Not n meGag an gradation raqulremenls ion SW Atlerberg limits below "A" ! Lbeft platting in hatched firm or P.I. less than 4 Zone will P.1. between 4 -- and 7 aro borderline eases requiring use of dual sym- Atterbarg Smits below"A" bds. Ane or PL greater than 7 Becklin & Whi -For classilicatian of fine-grained 'soils and fine fraction of coarse- _grained sons -Atterborg Limits Plotting in -hatched area are bordedine olassf- _ _fleatfons requiring use of dual _ _symbols - Egttattan of A -Sate: P1=.73 tLL - 20) --- i� and OL 1- 0 10 20 30 40 50 CIO TO 80 go Llqufd Lla%R Peat and other highly sxganlc phWic" Ciuut eon Mar 23 07 12:49p American Waterworks 15073566021 p.10 • Detaff 1 December 10, 2005 Settlement Of Rear Wall of Home at: 6380 - 7" Street NE Fridley, AdN 55432 ju r Z{' a •' ` � ', • r � rrte�.. •' • ' , r � _•'•'� �• : � • '' . •'�_� :.. ��•• ��. .�r•O �' •9.i�.G'�is ` ��`. �� VR � 'per `1: .� a 'a •% •• I ~ a � Ma` • • O A• ��pp•,,s6i•w•gLJm10 D{3 V-6P1f11cGa/i +• - . ,, � .' _ i i . •_ . a. •, •4_ .. � _ • : is , � '_ ��• t: �..: r.�-j •'.brA7 {J •• �+�. q'' �: r t • -'I:+ �.3 •;�•'SSf-.i .I•'� •w: I � 4�: \ , yta �. �•� * iii '-it a '•�' ' •' •�'. LOCATION OF FOUNDATION REPAIR WORK I HEREBY CERTIFY TEAT THIS PLAN, SPECMCI►TION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS CW THE STATE OF MINNESOTA. DOUGLAS K WHITNEY, NQ 159x.0 DATE: DECEMBER 10, M5 MINNESOTA CERTIFIED BUILDING OMCIAL Na 1029 Mar 23 07 12:54p Rmerican Waterworks 15073566021 p.1 Don't Overtook the Sighs Many people are unsure whether their foundation needs repair. The following are some signs you should look for: • Windows and doors that stick or are hard to open • Gaps in window and door frames • Interior plaster walls cracking .t•� • Nail pops in ceilings and walls • Leaning walls Grip -Tite • Window and door trim developing spaces • Uneven floors 1 With Grip -11W Helix Pier System In home or commercial • Tilting chimney place, you building wi.'Isolidly rest ondeep, • Sinking foundation stable soil. • Cracks in foundation or 2 Grip -Tate l"'xPiersystems" basement walls eliminate O;ifting/settlingprobk:ms. 3 In areas where Grip -Tice Helix Piers have been installed, no future Following installation of the vertical movement will take place - all support systems will be out of Grip-Tite° Foundation Helix Pier, sight -and your investment in a solid you can expect cracks in mortar home or commercial building will be safe. joints to close, windows opening and closing with less binding and doors closing easier. What's best, this cost-effective system usually doesn't require heavy equipment and can be installed year-round In just a few days -even in limited access areas. If you suspect your foundation needs repair, contact your certi- fied Grip Tite® dealer today for a free inspection and estimate. w►vw.GrW11te.com GrIPP7111C 07 12:5 When it Comes to Repairing a Settling Foundation, Don't Settle for Less For more than 70 years, Grip Tite® Manufacturing Company has been ` t the world's leading authority in earth anchoring technology. If you have problems with a settling foundation, you can count on Grip Tite® to use their expertise and sophisticated engineering methods to solve those problems in the most cost-effective manner available. G,�i lie www.GripTitexom Mar 23 07 12:47p American Waterworks 15073566021 p•1 MANUFACTURING CCI., LLC. P.O. BOX 111 W'p?rMET, IOWA S0 73 4111 . TEL (515) 462-1313 . iCo" (515) 462.3465 Grip-Tite® 'Helix Fier Load Test Demonstration October 10, 2006 By Jeff M. Kortan, P.E., Senior Engineer, Grip-Tite Manufacturing Company, L.L.C. Overview A load test was completed on October 10, 2006 on a standard 2 7/8 -Inch outside diameter (O.D.) Grip -Tits Helix Pier. The load test was conducted at the office of Thrasher Basement Systems, Inc. in Omaha, Nebraska. The ultimate capacity of a helix pier or anchor can be estimated from the: following relationship: 4„=KxT where Q„ is the ultimate capacity in pounds (lb), K is the capacity to torque ratio in feet to the minus one power (W), and T is the installation torque in foot-pounds (ft lb). There has been a significant amount of research and testing in the last 40 years that validates this expression. K -values were derived as the lower limits of scatterings of data from tension tests completed in numerous locations and soil types across the United States. Reaction Frame/Load Test Set -Up Beneath Tent A K -value of 9 ft' is presented in the "Acceptance Criteria for Helical Foundation Systems and Devices" for 2 7/8 -inch C.D. round shafts. Draft 15 of the Acceptance Criteria was submitted to the International Code Council Evaluation Services, Inc. (ICC- ® 2006 Grip- me Manufacturing Co., L.L.C. t of 6 D=06GTr006 Mar 23 07 12:47p American Waterworks 15073566021 p•2 ES) in July, 2006, and is currently scheduled for adoption by an ICC -ES committee in February, 2007. The load test was completed primarily as a demonstration, but also to observe and document the installation and testing of a helix pier in the alluvial lean clay soils present at the Thrasher Basement Systems, Inc. facility. The test location is within the alluvial plain of the South .Branch of the Papiilion Creek. Prior research and testing suggests that K -values may be lower than the typically -accepted default values when helix piers or anchors are installed in sensitive clays or sifts. Procedures The test pier was installed on October 6, 2006 to a depth of 45 feet 8 inches with a. Pengo LDS -81<5 single speed drive motor, A final differential pressure of 1,300 pounds per square Inch (psi) was recorded across the drive motor. Based upon correlation charts provided by Pengo, 1,300 psi of differential pressure equates to 4,421 ft -Ib of installation torque. Therefore, the ultimate pier capacity: Q„ = 9 fr' x 4,421 ft -Ib = 39,800 lb. Four reaction anchors vrere Installed to depths ranging from 42 feet to 45 feet 6 inches. Final differential pressures ranged from 1,300 to 1,700 psi. The reaction anchors consisted of the standard 2 7/8 -inch O.D. Grip -Tate Helix Pier/Anchor with a threadbar adapterto allow connection of the anchor to the load test frame. The test pier and the reaction anchors included 5 -foot lead sections, each with 10 -inch and 124nch diameter helix blades. The reaction frame consisted of a W24 main beam and MC18 reaction beams sized for a maximum test toad of 100 tons (elastic deformation/bonding only) and to meet the reaction anchor to test pier spacing requirements outlined in ASTM D1143, "Standard Test Method for Piles Under Static Axial Compressive Load". An Enerpac hydraulic cylinder with a maximum capacity of 100 tons was used to apply load to the test pier. The load test was completed in general accordance with the optional "Quick Load Test Method for individual Piles" of ASTM D1143. Resu The load test results are: shown in Figure 1. Four data lines are represented: the elastic compression of the pier under load, the actual load test data, and two methods for estimating ultimate pier capacity. The Davisson Offset rrethod identifies ultimate capacity as the load where deflection exceeds the elastic compression of the pier plus 0.15 plus D/120, where D Is the average helix blade diameter in inches. Based on this method and the load test data, the ultimate pier capacity would be limited to about 17 kips (17,000 pounds). The Davisson Offset is commonly used to estimate ultimate capacity of friction piles, but is not as well-suited for end -bearing piers. The Davisson Offset is presented for comparison and Informational purposes only. The Acceptance Criter a currently under review by the ICC -ES defines the ultimate capacity as the load corresponding to plunging of the helix blade(s) or when net C 2006 Grip -Tate Manufacturing Co., L.L.C. 2 or 5 Doc.08137006 Mar 23 07 12:48p American Waterworks 15073566021 p.3 - deflection (total minus elastic compression) exceeds 10 percent of the average helix blade diameter, whichever occurs first. Therefore, the 10%D Offset method is defined as the elastic compression of the pier plus 0.1 times the average helix diameter in Inches. This method is based on theory that end bearing piers may have to settle 5 to 10 percent ofthe pier diameter in order to reach ultimate bearing capacity. The load test data line crosses the 10 %D Offset at about 40 kips. 1. Load Test Demonstration of a 10-12 Helix Pier. Figure Axial Compression Load (kips) 0 10 20 30 40 s0 60 0.0 I i � I ' �epOC alp 0.2 , r 1 l I I I 1 ..101fOtl/r1 I --. lo.dru0w I 1 0.4 0.6 -- —, ---- ---- ;. - _r— 0.8 I S; 1.0 o I I I I I I 1.2 I 1.4 I 1 I 1 1 I 1 1 1.6 l ' -- 2.0 - — _ ___--. The plot of the load test data (load versus deflection) is generally linear between loads of 12 and 36 kips. Loading the pier from 36 to 40 kips caused more than twice the deflection as the previous load increment between 32 and 36 kips, and nearly 0.1 -inch of settlement occurred during the 40 -kip holding period. The load test was purposely extended above 40 ldp:s to nearly maximize the 2 inches of travel of the dial gauges. The load was incrementally removed immediately after reaching a test load of 50 kips. Discussion of Results The test pier performed as anticipated, behaving primarily as an end -bearing pier The load test date generally follows the elastic compression data line up to about 6 kips, and then drops below that fine as the load is increased. The load test data line crosses the 10%D Offset at about 40 kips. However, there is obvious, significant pier settlement- above about 36 kips and then during the 40 -kip holding period. Therefore, the ultimate pier capacity (for the given soil conditions) is somewhere between iii and 40 kips. Conservatively, a design engineer would likely 0 2006 "-Tb Manufacturing Co., L.L.C. 3 01`5 0=060TT005 Mar 23 07 12:48p American Waterworks 15073566021 select 36 kips as the ultimate capacity and 18 kips as the allowable (design) capacity (Factor of Safety = 2). Based upon the load test data, about 0.4 -Inch of deflection (elastic compression and settlement) is expected at the design load. The majority of this deflection will occur during building construction, and less than about Y4 -inch is anticipated after the structure is completed. Deflection/settlement tolerances for cjeep foundations are typically on the order of %-inch total and %-inch differential at the design loads. * The load test data indicates that this test pier would apparently meet those criteria. The ultimate capacity of the test pier based upon Installation torque correlation and a K - value of 9 fr' was estimated at 39.8 kips. The load test data indicates that the ultimate capacity is between 36 and 40 kips. Therefore, there appears, to be good correlation between the two results; i.e., the torque correlation method provided a reasonably accurate estimate.of ultimate pier capacity, even within these alluvial lean clay soils (at the location and depth of the test pier). If the more conservative value of 36 kips is selected from the load test data, the back - calculated K -value is: K = 36,000 Ib 14,421 ft -lb = 8.1 fr' Therefore, based upon this conservative approach, a design engineer may choose to reduce theX-value from 9 ft' to 8 ftt' for production piles installed at this site. Based upon the load test information, the contractor can be more confident in estimating pier lengths and. capacities. If the project calls for piers with design loads of 20 kips, the contractor knows to install the production piers to differential pressures of at least 1,500 psi, corresponding to ai Installation torque of 5,101 ft -Ib. The ultimate and allowable . pier capacities are then zalculated as follows: Q„ = 8 fr' x 5,101 ft -Ib = 40,800 Ib Claw. = Q„ / 2 (Factor of Safety) = 20,400 Ib = 20.4 kips AddlMonal lGonslderations The reaction anchors ware also monitored for deflection during the load test. At a load of 36 kips on the test per, the reaction anchors deflected an average of about 'rc'-inch. The reaction anchors are in tension and are each theoretically loaded to about: one- fourth of the i load applied to the test pier, or about 9 kips. In comparison, the estimated deflection resulting from a compression load of about 9 kips on the test pier is about 0.15 inch. Although the reaction anchors were Installed to the same or higher differential pressures as the test pier, the average deflection was more than 3 times that of the test pier under a similar compression load. Therefore, it is obvious that the reaction anchors had a lower capacity than the test pier for a .given amount of deflection. This can be explained by considering the soil profile. The differential pressures recorded during the test pier and reaction anchor installations gradually increased with depth, thereby indicating a general increase in soil strength with depth. At the installed depths of the pier and anchors, the soils below the helix blades are stronger than the soils above, resulting in less settlement than uplift for a given load. p.4 0 2006 Gdp-Tfte Manufacturing Co., L.L.C. 4 of 5 Doo.G6GTT006 Mar 23 07 12:48p American Waterworks 15073566021 p.5 Test borings were completed In May, 2005 for the construction of the Thrasher Basement Systems, Inc. facility. However, the closest boring was about 100 feet from the test pier. The test borings also did not extend as deep as the test pier. Adequate soil information is essential in order to estimate soil strengths, soil bearing -capacities, pier lengths, and ultimate pier capacities prior to pier installation. Without test boring Information, or at least a good understanding of the anticipated soil conditions, the contractor should be prepared to advance the piers or anchors to depths necessary to achieve the required installation torque. Contact the Grip-Tite Dealer Development Division at (800) 474-7848 with questions regarding helix pier/anchor applications. The pier installation and load test were completed using either new equipment or equipment that was well-maintained. The equipment was not re -calibrated immediately prior to the test. Project specifications regarding load testing for larger commercial projects will likely require calibrated installation and testing equipment to improve accuracy and repeatability of results. 0 2008 Grip -Tate Manufacturing Co., L.L.C. 5 of 5 Doc.08GTT008 Mar ?3, 07 12:50p American Waterworks 15073566021 TEST PIT LOG -am Z WMIN 7Comer m Project Settlement of Rear Wa0 of Home at: hnson 6380 - � Stt+eet � of Dwelling Fridley, MN 55432 1 OH MIXED ORGAIN FILL SOFT 95 5 OH MIXED ORGAIN FILL SOFT WITH CONCRETE CHUNKS AND AT OH ORGAINC DEPOSITS SOFT 90 10 SP FINE TO IVIED SAND (LT BROWN) WATER BEARING END OF BORING SP e &un & wnimey txnsuiunq r-, lull low, -'p, •••• 444 -18th Ave. SW, CamWdge, MN 55008 (763) 689-5631 -4&I CITY OF FRIDLEY RENTAL PROPERTY INSPECTIONS DIVISION Community Development 6431 University Avenue, N.E. Fridley, MN 55432 Office 763.572.3616 Fax 763.502.4982 8/19/2015 Chris S. Johnson 43760 Cedarcrest Trail Harris MN 55032 Dear Rental Property Owner: I left you a voicemail today regarding the historical documentation being sent for the property you own at 6380 7T" St. Fridley. As you can see by the letters to the builder and the original building permit the property is to be used as a single family home not duplex. This documentation has always been accessible for Title Companies, Realtors and potential owners of the property to view. The property has been improperly licensed as a duplex in the past by the Fire Department; this however does not require the City of Fridley to continue issuing a rental license for a duplex when the property is zoned for a single family home. The property will now be licensed as a Single Family Dwelling. You have been notified of this in the past from the Rental Division Manager and Planning Manager in 2014. We have discussed the matter this summer in detail and it was verified the tenants living in the upper portion of the house have vacated. There was still a family living in the lower part of the house and as discussed with you and confirmed with the resident, they should and do have use of the entire house. If you have questions about zoning matters please feel free to contact the City of Fridley's Community Development Director Scott Hickok at 763-572-3590 or Planning Manager Julie Jones at 763-572- 3599. For Rental questions feel free to contact me at 763-572-3597. If you would like to meet with us to discuss the property issues further please contact any of the above numbers to schedule a meeting date. Sincerely, Pat Wolfe Rental Division Manager 763-572-3597 Pat.wolfe@fridleymn.gov - s.� _. ,.. �� s c §<;pk� '�` qtr s �,,^�wP .,� - ^�h.�� �sy. i}��� �.s'•�� � , .riff � ak �., f � CITY OF FRIDLEY RENTAL PROPERTY INSPECTIONS DIVISION Community Development 6431 University Avenue, N.E. Fridley, NIN 55432 Office 763.572.3616 Fax 763.502.4982 DO NOT REMOVE THIS POSTING OF INFORMATION FOR 6380 7T" ST. FRIDLEY MINNESOTA. AS OF JUNE 30, 2015 THIS PROPERTY WILL NO LONGER BE LICENSED AS A DUPLEX THE PROPERTY IS ZONED FOR SINGLE FAMILY ONLY 1/21/2015 Chris & Jenny Johnson 1055 Bear Circle NE Cambridge, MN 55008 REGARDING: 6380 7T" ST. Dear Rental Property Owner: JUST A REMINDER THIS PROPERTY CAN NO LONGER BE RENTED AS A DUPLEX AS OF JUNE 30, 2015. THE PROPERTY AS YOU HAVE BEEN NOTIFIED IN THE PAST IS ZONED FOR SINGLE FAMILY. AS LONG AS YOU HAVE COMPLIED WITH THE RENTAL DIVISION LICENSING REQUIREMENTS YOU WILL BE ABLE TO RENT THE PROPERTY AS A SINGLE FAMILY RENTAL. THE PROPERTY WILL BE INSPECTED BY THE RENTAL DIVISION SHORTLY AFTER YOUR RENTAL LICENSE HAS EXPIRED TO VERIFY COMPLIANCE. THIS LETTER IS TO REMAIN POSTED ON THE PROPERTY TO INFORM ANY CURRENT OR FUTURE TENANTS OF THE CORRECT USE OF PROPERTY. If you have any questions concerning this inspection, please contact us at 763-572-3597. Sincerely, Pat Wolfe Rental Division Manager Pat.wolfe(a)-fridleymn.gov 763-572-3597 CITY OF FRIDLEY RENTAL PROPERTY INSPECTIONS DIVISION Community Development 6431 University Avenue, N.E. Fridley, MN 55432 Office 763.572.3616 Fax 763.502.4982 11/6/2014 Chris & Jenny Johnson 1055 Bear Circle NE Cambridge, MN 55008 Dear Rental Property Owner: It has been brought to my attention from the City of Fridley Planning Manager that your rental property located at 6380 7t' St. is not zoned for a duplex. The residence is zoned for single family housing. After reviewing the rental history for this property, it appears you have been licensed as a duplex, with your current license expiring June 30, 2015, The Rental Division is no longer administered by the Fire Department. The Rental Division is now administered with the City of Fridley Community Development Department. Because there appears to have been a past administrative error by issuing you a rental license for a duplex, the Rental Division will allow you to continue the rental unit as a duplex until the rental license expires on June 30, 2015. After this date the property must be converted back to its original use as a single family home. If you have any questions concerning this inspection, please contact us at 763-572-3616. Sincerely, Pat Wolfe Rental Division Manager Pat.wolfeO-fridlevmn.gov 763-572-3597 Encl: Non Compliance letter from Planning Manager Julie Jones Current Rental License 1-20-15 1 left a message for Chris we would placard his property so future tenants will know it will not be licensed as a duplex after 6-30-15. He has a rental sign up for a duplex pw. October 10, 2014 CHRISTOPHER JOHNSON 1055 BEAR CIR NE CAMBRIDGE, MN 55008 RE: First Notice of Noncompliance of the Fridley City Code at 6380 7TH ST NE Dear Property Owner: The City of Fridley has many code regulations designed to promote sound land management and Protect the economic wellbeing of the community. The purpose of this letter is to both inform you about how certain city codes relate to your property's current conditions and to ask for your assistance in resolving a code violation. Upon recent inspection of your property, the following code violation(s) were observed by a member of our staff. • Property is being licensed for two rental units and advertised for rent as a duplex however, this property is zoned single-family housing and can only be used or rented as a sing -le family home Further, you may only have a rental license for one dwelling unit. Fridley City Code has specific zoning requirements for building design and placement. As you can see from the enclosed letter to the builder, this home was never permited to be more than one dwelling when it was constructed in 1985. The next inspection of your property will occur on or about 10/25/2014. The City asks that you correct these items by this date. If you would like to discuss this issue or have questions concerning any other city codes, please contact me at (763) 572-3599. Thank you for your cooperation. Sincerely, Julie Jones Planning Manager City of Fridley MEMO TO: Jock Robertson, Community Development Director MEMO FROM: Darrel Clark, Chief Building Official MEMO DATE: June 6, 1988 REGARDING.: Homes in Alice Wall Addition On June 3, 1988 reinspections were conducted on six homes in the Alice Wall Addition to determine if doors had been removed to one of the levels off the foyers. The inspections found that the doors are removed and the latch and hinge recesses were filled in. The openings are visible from outside the hones so monitoring will be easily accomplished. The addresses of the h03" owned by Rodney Billman, Inc. are 6300, 6310, 6360 and 6380 7th Street and 445 - 63rd Avenue; the home owned by Todd Anderson is 6320 - 7th Street. DG C/mh i41. W--",— CITYOF FRlDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N E FRIDLEI . %flNNESOTA 55432 • PHONEt61_i April 5, 1988 Mr. Rodney Billman Rodney Billman Inc. 151 Silver Lake Road New Brighton, MN 55112 Re: Homes With Two Kitchens Constructed in Alice Wall Addition, Fridley Dear Mr. Billman: As you know, you have constructed five hones in the Alice wall Addition; four on 7th Street and one on 63rd Avenue, that have two kitchens. You have previously been notified that these homes are located in a single fanily dwelling district which prohibits two family dwellings or uses. This matter has been reviewed and discussed with the City staff and the City Attorney. After considering all the information available, and a review of our Zoning Code, it has been determined that your homes are in violation of the single family dwelling district zoning requirements in that they are two f w. ily dwelling units. To bring the structures into oomplianoe it will be necessary for you to alter the structures by reTim ing one of the doors and frames off the common foyer to one of the levels so that one of the occupants has free access to the ent i re st r uct ur e. Your cooperation in this matter will be appreciated and it is anticipated that these alterations will be completed by June 1, 1988. If you have any questions, please call me at 571-3450. Sincerely G. CLARK Chief Building Official DGC/mf: CC: Mr. Jock Robertson — 11fAl '7'r. . CITYOF FRJDLEY CIVIC CENTER • 6331 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3.150 March 21, 1986 Rodney Billman, Inc. 151 silver Lake Road New Brighton, NAT 55112 Re: Final Inspection at 6380 - 7th Street N.E., Fridley Dear Sirs: A final inspection was made on March 19, 1986 of the above noted address and the following items were noted which must be completed before the structure can be finaled out: 1. Install a landing outside the front door and for the door from the house to the garage by April 15, 1986. 2. Provide sod in the front and side yards by June 15, 1986. We will expect these items to be completed by the scheduled dates when reinspections will be conducted to determine compliance. If you have any questions on these items, please feel free to contact me at 571-3450. As we have previously written and discussed, we again must warn you that if this home or any other home is occupied by more than five unrelated people, it is a Code violation and Code compliance will be enforced. Sincerely, DARREL G. CLARK Chief Building Official DGC/mh City of Fridley SUBJECT PER i 8 AT THE TOP OF THE TWINS r 98 BUILDING PERMIT I COMMUNITY DEVELOPMENT DIV. r j PROTECTIVE INSPECTION SEC. 1 � �---- ; �'��I CITY HALL FRIDLEY 55432 J` NUMBER REV PAGE OF APPROVED BY 612-571-3450 910-Fl5 EDA 10/85 108 ADDRESS 6380 - 7th Street N.E. t LEGAL LOT NO. BLOCK TRACT OR ADDITION OESCR. 10 1 Alice Wall Addition SEE ATTACHED SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rodney Billman Inc. 151 Silver Lake Road, New Brighton, MN 55112 633-0536 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS TB ZIP PHONE LICENSE NO. PER ��IITS 6 USE OF BUILDING , F0,9 Residential', pLUMBMG AIV 7 CLASS OF WORK Ek NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE O %MOVE 8 DESCRIBE WORK Construct a 46' x 26' Dwelling and a 24' x 24' Garage 9 CHANGE OF USE FROM TO STIPULATIONS provide a hard surface driveway. Provide sod in the front and side yards. Provide City with. copy of verifying survey before capping. Dwelling can only be used byone family as per zoning requirements. Minimum grade & garage floor elevation is 851.00. Minimum lowest floor elevation of house is 846.50. Top of curb near north property line at yellow spot is 849.50. SEWER LOCATION: 112' North of Manhole, Wye Elev: 842.27 WATER LOCATION: 91' S.W. of Sanitary Manhole at 63rd & Bennett. 154.5' North of boulevard Sanitary MXKM Manhole. DRIVEWAY DEPRESSION v K ��� ESCROW: 16' + 6'222 �' g1�� 50 or $297.00-- TFitWAR THE CITY OF FRIDLEY GOES MOT 0i3;PA1�ITA �G OF UTILITY LOCATIONS AND ELEVATIONS. 8��#ore ACCURACY digging Cap 14Cd1 1riV�9tle': OR INFORMATION so �us11VOS THIs pAT;+� !S 1NFQ}�ldlA7Q1�I TELEPHONE - ELECTRIC - GA.S, AND PERSOM umn TON T i e. REQUIRED 8 I AW SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING. HEATING. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. Wood Frame THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION CU. FT. 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 1 ISTALLS GARAGES. AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $69,500 $34.7'5 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- I STRUCTI OR THE PERFORMANCE OF CONST CTION $373;,;00 $425.00 PLAWCHECKFE'E TOTAL FEE .._ $926.00 + :DW G ATUREOFCONTRACTORO UTHORIZED AGE#t IDATEI • WHEN+ PROPE;RL ALID'ATE IS IS YOUR PEf MIT SIGNATURE OF OWNER OF OWNER BUILDER) IDATEi 01