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PRE 2010 DOCSCity of Fridley SUBJECT X1343 AT THE TOP OF THE TWINS BUILDING PERMIT Z' RECEIPT NO. COMMUNITY DEVELOPMENT DIV. r i PROTECTIVE INSPECTION SEC. 1 � � CITY HALL FRIDLEY 55432 IL---- NUMBER REV. DATE PAGE OF APPROVED BY -r 612-560-3450 910-F15 4/6/76 JOB ADDRESS 1560 Mississippi Street N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 3 2 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Erco, Incorporated 3231 Central Avenue N.E., Mpls 789-8878 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK jI NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 46' x 26' Dwelling and a 24' x 26' Garage :—IMPORTANT -- NOTIFY THE FRIDLEY ENGR. REGARDING CURD 9 CHANGE QF USE FROM TO DIVISIGN REMOVAL AND REPLACEMENT STIPULATIONS Provide a hard surface driveway. Provide a verifying survey before capping. Provide sod in the front and side yards. Provide truss design for scissors truss. WATER LOCATION: 128' S.E. of the S.W. corner of house #6501 Anoka Street. 93' S.W. of the S.W. corner of garage of 6500 Fridley Street. SEWI��,O ION • 10' . West of water service. WYE ��IPFan&IQA&cTdWamust be determin d in the field. As -built infq Ui$ll ' _d*t" PI®>�� ® QAn I s � PERSONS OR INFORMATIOpq PIJ:�POSES m ONLY ANj ON THE SITEI�G SHOULD �EPIFY THE INFOUATIOid Before digging calf kcal utilities SEPERATE PERMITS REQUIRED TELEPHONE _ ELECTRIC IC -GIBS Etc. FOR W1,RING, HEATING, PLUMBING AND REQUIRED BY LAW SIGNS., SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. Wood Frame OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION R 1 1266 + 701 24, 344 + 7 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 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 39,010 19.50 WITH WHETHER SP IFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $ DOES NOT PRES M TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS O Y OTHER STATE OR LOCAL LAW REGULATING CON- $58.00 $350.00 STRUCT ERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE h h $427.50 SIGNA URE PFCONTRACT R ALN40RIZEDAGENT (D TE) WHEN PROPERLY VALIDATED THIS YOUR PERMIT BLDG INSP DATE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) LO APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT 1 Q$? CITY OF FRIDLEY, :MINNESOTA OWNER'S NAME: BUILDER: �CA-C, / Al C—� ADDRESS: ADDRESS • 32-3 J/ v , NO:. Jr�o� STREET: 22&g4 -- - LOT: BLOCK: ADDITION: /fgeI s - CORNED. LOT: INSIDE LOT: X SETBACK: _J;� SIDEYARD:/ Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: c1 Front: c Depth • .2-6 Height Square Feet: � 6 Cubic Feet: o2 7, 3 Front: -2- y Depth: Z <�; -4--Height: l Square Feet; 7o i Cubic Feet:®/ U Type of Construction: �� Estimated Cost: To Be Completed: 6:� 1 -7 t-, 6 J +The undersigned hereby makes application for a permit for.the work herein "Y specified, agreeing to do all. work in st:�i.ct: accordance with the City' of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. DATE: 4 SIGNATURE: _6__ _E_ L,41V,1d_ �__ (See Reverse Side For Additional Information.) srnov-6 �) _5�, & 6- 55, 00 /7, Q aQo J, a E 7,e ass GCS06A00; Sci55oe� 5 j;�u 5 5. Land Planning Awl, / 61175 Highway No. es N.E. Land Surveying ' ( Minneapolis, Soils Testing �)%t filPPtfjt , Minn. S5432 Civil Engineering Telephone 7114-6066 Municipal Engineering Engineers & Surveyors Area Code 617 .—� 0-- Certificate of Survey for E--.�"'O j1\1c". MjnAj%Ppj STREET 80.03 a - N,fffff -THC FRIDLEY ENGR. RIY��Qj�t CARDING CURB REM! 9VAL AA .REPLACEMEKE if" 1PRIVEWAY OPENINGS, Ou Wb Before I+iQutii call local utilities TELEPHONE - ELECTRIC - GAS Etc" LOT � BLOCK His L&,& E iTm5 Anoka Cou►�f yy I hereby certify that this is a true and correct representation df a survey of the boundaries of the above described land, and of the location of all building theregn, and all visible encroachments, if any, from or on said land. As surveyed by me this day of_ A. D. 19-11 C DENOTES IRON MOWNT ------ DENOTES DPA*R it UT►UTY WEMENT SUBURBAN ENGINEERING, INC. EnsiSurveyors sse rs I /s W,* o (7/y / o'r ") QQ-5,7) USURSAN a N®INEERING q INC. aCivil, Municipal & Environmental Engineering MF] Land Surveying • Land Planning • Soil Testing Mr. 011ie Erickson Erco Inc. 3231 Central Avenue NE Minneapolis, Minnesota 55418 Re: Lot 3 Block 2 Harris Lake Estates Dear 011ie: Main Office 571-6066 6875 Highway No. 65 N. E. ,F Minneapolis, Minnesota 55432 South Office 890-6510 1101 Cliff Road Burnsville, Minnesota 55337 March 29, 1976 At your request we examined the excavation and backfill work for the house footing on the above lot on March 25th. The examination consisted of several hand auger holes through the inplace fill, an estimate of the width of the excavation and a density test. All probings of the footing areas indicated no organic soils and foundation soils consisting of native sand or sand - sand -rock fill previously placed by the developer. The excavation was apparently dug wide enough to accom- modate 1:1 slopes down from the footing. The excavation was backfilled with loamy sand taken from the adjacent site. Compaction was accomplished with a vibratory roller. The use of vibratory machinery in the confined site caused pump- ing of ground water and subsequent high pore pressures creating spongy conditions. The density achieved was 86% of modified Proctor. The sponginess will dissipate shortly. We recommended that the footing across the back of the house be widened 6 inches and that two reinforcement bars be placed in all footings. Based on the foregoing, and these recommendations we feel no substantial settlement should occur. Sincerely, SUBURBAN ENGINEERING, INC. WKM/jp William K. Meyer, P.E. 7 cc: City of Fridley Dave Harris ' Robert Minder. Reg. Eng. E. A. Rathbun, Reg. Suru. Wm. E. Price, Reg. Eng. Cary R. Harris, Reg. Suru. Wm. E..lensen. Reg. Eng. Wm. K. Meyer, Reg. Eng. H. William Rogers, Reg. Suru. 53-8h-9915051 V- ' A�aplivalJoa for P1UTrt-� 3 W'd. na 1,71-ils P-enn-is ' • Dopa. of Bldgs. Phony SM -3M DESCRIPTION 0: VlOrir.Lo.-A on s • e Numb,-?. Mb -d aid Lrcr:lea of Flxtuz•' . - • - Cc:r. cs..d � • FL`.r.:o cc---C-C'..°%.Z s ?{.v Flrturo. Old Oe-suings Cc:spcol PARTIAL RATE SCHE=DULE City of 17idley: The undersigned hereby makes applkatron for a permit for the- aark specified, a� ening to do all work in strict accordance with the Cit? Or-dir and ruling of the Department of Buil,"nr-, and hereby declares that ail Lie and represcrtatlons stated is '.his° appUcation are true and correct, , . ?-28-76 I i'Zidley, Mian Owner Erro Inc. frame Kind of Building LiBIteC Fi:CTJ'E RATES: NO. RATE , TOTAL Nurr.ber Fixture ...... • • • • • • • • • — x S2.a�. S Future Fixture Opening . • • • • • • • • • • New Fixture Old Opening • •,. • • .•. • •�• _._._._._ x 51.50 t._. ----- Catch ilasin • • .................. ___. x $3.25 S-.�...._._-- Wait r Heater •L•p to 0.000 BTUs • • • • x 53.00 S %ew Ground Run Old Bidg.:..: • ... - x 1a.25 5.------ E!•ctewwater V.oa •s.s $2.00 S :1S :IiTING FEES: tt0. Ri+::: TOTAL • IS0Fixtures •••• 32. - Ad.41tls011 Fixtures ..:........ • • • • x ; .75 5----= C:s Rs: +e to 199.= BTU ..........• — -- x $5.00 ------ Used as res. To be completed about 8-%-76 10.00 ' Estimated Cost, 3 —NQW. Building Permit Na. __._p•Tait 'a.-rj �'_.._}'i . S1zr1 MINNEGASCO _ • BY Busin= Mie No ROUGH FINAL" .50 State Surchazge AI.TLRATIONS--R6fer to Code Cuss "A" SurchargQ L0 1-1 0 see .w ri 68.860 1 TOTAL TZE ' • WATt. w T4.- _ r 8 V<: K 3� 2 V p 0 N 4aS tltG �.,-s 3 - :,�� :oiw� Iz; I c ne t 3:d , - • - Cc:r. cs..d � • FL`.r.:o cc---C-C'..°%.Z s ?{.v Flrturo. Old Oe-suings Cc:spcol PARTIAL RATE SCHE=DULE City of 17idley: The undersigned hereby makes applkatron for a permit for the- aark specified, a� ening to do all work in strict accordance with the Cit? Or-dir and ruling of the Department of Buil,"nr-, and hereby declares that ail Lie and represcrtatlons stated is '.his° appUcation are true and correct, , . ?-28-76 I i'Zidley, Mian Owner Erro Inc. frame Kind of Building LiBIteC Fi:CTJ'E RATES: NO. RATE , TOTAL Nurr.ber Fixture ...... • • • • • • • • • — x S2.a�. S Future Fixture Opening . • • • • • • • • • • New Fixture Old Opening • •,. • • .•. • •�• _._._._._ x 51.50 t._. ----- Catch ilasin • • .................. ___. x $3.25 S-.�...._._-- Wait r Heater •L•p to 0.000 BTUs • • • • x 53.00 S %ew Ground Run Old Bidg.:..: • ... - x 1a.25 5.------ E!•ctewwater V.oa •s.s $2.00 S :1S :IiTING FEES: tt0. Ri+::: TOTAL • IS0Fixtures •••• 32. - Ad.41tls011 Fixtures ..:........ • • • • x ; .75 5----= C:s Rs: +e to 199.= BTU ..........• — -- x $5.00 ------ Used as res. To be completed about 8-%-76 10.00 ' Estimated Cost, 3 —NQW. Building Permit Na. __._p•Tait 'a.-rj �'_.._}'i . S1zr1 MINNEGASCO _ • BY Busin= Mie No ROUGH FINAL" .50 State Surchazge AI.TLRATIONS--R6fer to Code Cuss "A" SurchargQ L0 1-1 0 see .w ri 68.860 1 TOTAL TZE ' • ��M ilp13Cca.,10"I for Plum, 0 Cn, of B:dQ74. Phone S:0-360 �•30 DESCRIPTIOIT O: l: V,'Oa l '� •1 r _ (� ��,-' Nuznbqr, K'Ud and L-r23en of Ftxt'ares j{av Fiz�arv. Old 074=InLs scxTar Cc•::pccl City of Fridley, The undersigned hereby makes appufcation for a permit for the. work herti specified, agreeing to do all work in strict accordance with the Cit7 0--dra.^.:C and ruling of the Department of Builr.'ngs; and hereby declares that 2l1 the fact and representations stated in this application are true and correct* Fridley. Minn Owner Kind of Building Used as To be completed about PARTIAL RATE 5COHEDULE Estimated Cost, s Old—New. Bu: ding Permit Pio. � - Parmit No. LUMBI2iG FI:CTi]FE RATES: No. RATE TOTAL Signed �-- Number Fixtures .. • . • • .. • .. • • • • x r2 C�• 5 .' By Future Fixture Opening ........... .— x -, 'New Fixture Old Opening• • • • • • • • • • — x 51.50 $+.__.____. Businu-ss Phone NO Catch Basin .................... _, x53.25 $ - Water Beater 'Up to 99.000 BTU). • • • x 43 00 S r ROUGH few Ground Run Old Bldg.....•..•. • s x „3.2a 3 E.'oetrie Water F."tar...... ........ s *--w3 - FINAL U= AS TITTING FEES: :10. RATE- TOTAL • Ist 3 Fixtures • • • • • • • • • • . • • • • • • • x $2.0 f' Addlticnal FY:itures ............... x $ .75 $ Gas Razze to 193.000 BTU ............ x 77-77 JtLTE.RA.TIOHS—P.afaz to Coda .50 State SurCha ge .Mzcriptlan ............ • ..:........ ,.............. 4 TO11 AL FTe.E N V VdATF7 +Tri. V N_ = N a i� °° K W 7 ? 7 0 o 8 w c:�cS ULC. E 3:r 3rd j{av Fiz�arv. Old 074=InLs scxTar Cc•::pccl City of Fridley, The undersigned hereby makes appufcation for a permit for the. work herti specified, agreeing to do all work in strict accordance with the Cit7 0--dra.^.:C and ruling of the Department of Builr.'ngs; and hereby declares that 2l1 the fact and representations stated in this application are true and correct* Fridley. Minn Owner Kind of Building Used as To be completed about PARTIAL RATE 5COHEDULE Estimated Cost, s Old—New. Bu: ding Permit Pio. � - Parmit No. LUMBI2iG FI:CTi]FE RATES: No. RATE TOTAL Signed �-- Number Fixtures .. • . • • .. • .. • • • • x r2 C�• 5 .' By Future Fixture Opening ........... .— x -, 'New Fixture Old Opening• • • • • • • • • • — x 51.50 $+.__.____. Businu-ss Phone NO Catch Basin .................... _, x53.25 $ - Water Beater 'Up to 99.000 BTU). • • • x 43 00 S r ROUGH few Ground Run Old Bldg.....•..•. • s x „3.2a 3 E.'oetrie Water F."tar...... ........ s *--w3 - FINAL U= AS TITTING FEES: :10. RATE- TOTAL • Ist 3 Fixtures • • • • • • • • • • . • • • • • • • x $2.0 f' Addlticnal FY:itures ............... x $ .75 $ Gas Razze to 193.000 BTU ............ x 77-77 JtLTE.RA.TIOHS—P.afaz to Coda .50 State SurCha ge .Mzcriptlan ............ • ..:........ ,.............. 4 TO11 AL FTe.E 18, 1977 6431 UNIVERSITY AVENUE N.E., FRIDLEY, MINNESOTA 55432 Mr. Gene Hickok Minnesota Package Products 6922 55th Avenue North North St. Paul, Mn. 55109 TELEPHONE ( 612)571-3450 Re: Swimming Pool Construction at 1560 Mississippi Street N.E. Dear Mr. Hickok: This letter is to make clear this departments requirements for the swimming pool construction at the above address. 1. As indicated, one (1) skimmer approved by the National Sanitation Foundation will be provided. 2. As indicated, two (2) inlets of approved design for fresh and/or repurified water will be provided. 3. The filter and pump shall be approved by the N.S.F. and be of sufficient capacity to provide a minimum turnover of at least two (2) times in 24 hours. This department recommends a turnover rate of 6-8 hours. 4. A deck of at least three (3) feet wide, measured from the pool water's edge, shall be provided which extends.completely around all private residential pools. Above ground private residential pools may be provided with decking of a minimum size of 4 feet by 4 feet at pool entry points and provided that such decking has the approval of the City. 5. Fencing or other effective means including but not limited to walls or buildings, acceptable to the City, shall be provided to positively control all access to public and private residential swimming pools. Fencing shall meet the following criteria: (a) The fencing shall prevent the entrance of children and be without hand or foot holds that would enable.a person to climb over it. (b) The fencing shall be at least 6 feet high and entrances shall be equipped with self-closing and self -latching gates capable of being locked . . (c) Self-closing and self -latching devices shall be placed at the top of the gate or otherwise inaccessible to small children. (d) The opening between the bottom of the fence and the ground or other surface shall be not more than four inches. 6. An automatic chlorinator should be provided with a suitable test kit. 7. All electrical and plumbing installations shall be inspected and approved by the City Inspection Department. ,• Mr. Gene Hickok May 18, 1977 Page 2 8. All electrical lines must be 10-20 feet or more away from the pool surface. 9. The pool fill spout must be air gapped or protected by a vacuum breaker. 10. Suitable safety equipment to include but not limited to a ring buoy and rope that is A times the pool diameter, and shepherds crook pole must be provided and maintained with the pool at all times. Furthermore, these and any other requirements must meet the provisions of the Fridley City Code, Section 115, Swimming Pools. The building permit is approved contingent on final inspections and approval by the City. If any questions or problems arise from this letter, please feel free to contact me, at 571-3450, ext. 170. Sincerely, STEVEN J. ON Environmental officer SJO/mh CC: Mr. Sherwood Jordahl 1560 Mississippi Street N.E. COPY A-OFr-ICE COPY B -INSTALLATION CRiN COPY c—CUSTOMER PACIFIC PALMI POOLS BY COPY o—ExcAVATOR ;MINNESOTA PACKACKfR PDUCTS, INC.. 6922 55th Ave. No. Dr. No. F*auf, iron. 55109 770-1313 GENERAL INSTALLATION INSTRAXTIONS r PACIFIC PALM. POOLS a 4.1 i CUSTOMER NAME _ DATE; ADDRESS PHONE POOL SIZE ca' 9 TYPE Diagram. pool sitedn relation to house, ga D Tq,$OLD driveway, etc. (Allow 3 -inch varlar>e) �. ,fin V 1. Indicate deep end by (X). 2. Mark location of filter and/or heater by X. 31. Indicate approximate elevation of pool in relation to permanent fixture on property. A. Elevation �� ( 41 Will trees, clothes poles, power lines or anther obst uction be encountered during installation? Yes No_ If yes; explain: 5., Hoes customer wish to retain any or all of dirt from pool excavation? Yes No — #f yes, explain: fr 6. Indicate and explain any special instructions not covered above. (Example: Placement of backfill for waits, patios and fill dint, etc. Customer agrees to added charge.if dirt is handled more thap gnce,.) V nR,R. T. Pacific Palm Pools recommend that the customer construct a. retaining wall as soon as possible after pool fs completed. Yes - No pA?G'1 1 If yes;.'expfain: .$. Directions to job site /��1 "� re,�I�'t�° �• .�d� A� U�--�a'� Customer agrees and understands that any changes or additions in the'above outlined installation which occurs after excavation has begun may require an added charge. This charge 'shall e corhouted on a cost plus 30%. basis. Seller Signature Cusiomer Signatu.re`' p 1� CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 F63) 572-3604 FAX: (763) 571-1287 ADDRESS 1560 MISSISSIPPI ST NE PIN 133024410011 LEGAL DESC HARRIS LAKE ESTATES LOT 3 BLOCK 2 PERMIT TYPE HEATING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : FIREPLACE VALUATION NOTE: INSTALL GAS PIPING FOR HEAT N FLO FIREPLACE. VALUE (FOR MINIMUM CALC) 300 APPLICANT FIRESIDE HEARTH & HOME 2700 N FAIRVIEW AVE ROSEVILLE, MN 55113 31 k wI IS OLSZANSKI HENRY L & T E 1560 MISSISSIPPI ST NE FRIDLEY, MN 55432 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 wort 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 constructiono}' tjle performance of construction. AnDlican� / �/ Date e Bldg PERMIT.:2004-01148 a DATE ISSUED: 19/2004 HEATING PERMIT MINIMUM FEE 15.00 STATE SURCHARGE, MECH FLAT 0.50 TOTAL 15.50 PAID WITH CHECK # 607452 .TE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF FRIDLEY BUILDING INSPECTION 6431 UnivB,sityAve NE 1. Fridley, MN 55432 763-572-3604 FAX 763-571-1287 RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner & also Replacement Furnace Gas Piping (New Furnace, Fireplace, Insert) Gas Range Gas Dryer Effective 4/1/2004 APPLICATION FOR POWER PLANTS AND. HEATING, COOLING, VENTILATION REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOB ADDRESS /77;.!5-5 Fee Total Owner_ Gin k 427SZGcyl�s�r $35.00 $ Building Used As 1� es'f d eA c � 3 $10.00 $ ESTIMATED COSI_ PERMIT NO $10.00 $ $10.00 $ *Air Conditioning-AllSizes $25.00 $ All Other Repairs or Alterations (List on Back) 1% of Value of Appliance or Work $ Minimum Fee $15.00 for Residential or 5% of cost of Improvement whichever is kreater on work less than $300.00 Commercial/Industrial/Institutional 1.25% of Value of Appliance or Work (List on Back) Minimum Fee $35.00 for Commercial/IndustriaVInstitutional State Surcharge TOTAL FEE REINSPECTION FEE $50.00/HOUR $ .50 DESCRIPTION OF FURNACE AND BURNER # of Heating Units Circle One (Steam) (Hot Water) (Warm Air) Trade Name Size No. BTU HP EDR Fuel Total Connected Load Burner Trade Name BTU '70,tlUZ� HP Size No. EDR The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. AWAd Firedde dna Rredft reafta Hie SS �C:1 HEATING CO u9s11 R09MF111% MN 55113 $ v Signed 65IM33-2561 Tel # FAX # Date *Air Conditioners can not be placed in side yard without written approval from adjoining property owner - copy to City FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE Approved by Rough -in Date Final Date FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS . 1 1 ,, COMMON VENT, VENT CONNECTOR AND COMBUSTION AIR VERIFICATION When replacing an existing furnace, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes ( ) No( ) The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes ( ) No( ) The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes () No( ) The existing combustion air is sized and installed to meet the current codes and manufacturer's specifications. Yes () No( ) When required to install a new combustion air, it will be sized and installed to meet the current codes and manufacturer's specifications. Yes () No( ) When Installina a new venting system, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMIA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes () No( ) Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Yes () No( ) Appliance Type and Size/Common Vent and Vent Connector Information Appliance #1 Type BTU Input Fan Assisted or Nat Appliance #2 Type BTU Input Fan Assisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances Total Btu Input Common Vent Type Vent Height Diameter inches Appliance #1 Vent Connector Height ft Length ft Diameter in Type Appliance #2 Vent Connector Height ft Length ft Diameter in Type Appliance #3 Vent Connector Height ft Length ft Diameter in Type ALTERATIONS: (Describe) .ori -5 1 C /5z:, �� e o L11 -1i v4 HEATING CO: ""2M11 Rosff4 . MN 55113 Signed By: 651/M3-2%1 Date : iz";?0_0 D I . City of Fridley SUBJECT PE NO. 4094 AT THE TOP OF THE TWINS BUILDING PERMIT RECEIPT NO. `y ______ COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION 10, r SEC. 1 . � NUMBER REV. DATE PA E OF APPROVED BY CITY HALL FRIDLEY 55432 �•--' ,'� 612-560-3450 910-F15 5/19/77 JOB ADDRESS 1560 Mississippi 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 3 2 1 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS. ZIP PHONE Sherwood Jordahl 1560 Mississippi Street N.E. 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Minnesota Package Products 6922 55th Street North North St. Paul 770-1 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. SAME 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING pool 7 CLASS OF WORK p NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X S DESCRIBE WORK construct 24' diameter swimming pool In Ground 9 CHANGE OF USE FROM TO STIPULATIONS 1. Skimmer same as 6581 Lucia Lane =Hayward Model 160-85 N.S.F. approved 2. Stipulations per letter dated May 18, 1977 from Steven Olson. SEQERATE PERMITS REQUIRED FOR WIRING, HEATING, PI„UMOING AND SIGNS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. Steel & Vinyl OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING MOT. 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 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. $3,200 1.60 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 LOCAL LAW REGULATING CON- $2l STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. •OO PLAN CHECK FEE TOTALFEE 22.60 SIGNATURE OFC ACTOR OR AUTHORIZED AGENT (DATE) HEN PROPS ALIDATD THIS IS YOUR ERMIT DATE SIGNATURE OF OWNER IIF OWNER BUILDERI (DATE)BLDG INSP 13 CITY OF FRIDLEY, PPLICATION FOR RESIDENTIAL BUILDING PERMITS i (NEW, ALTERATIONS, ADDITIONS, OR REPAIRS) i OWNER: ! BUILDER: � oL"x �� Address: Address: 6F. -2a SS ` / (• S� Tel. No.:--) '70 3 ( 3 No.: Street: LOT: BLOCK: ADDITION: CORNER LOT: INSIDE LOT: SETBACK: SIDEYARDS: Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: Front: Depth: Height: Square Feet: Cubic Feet: Front: Depth: Height: Square Feet: Cubic Feet: Type of Construction:S{ ell c)ck�lU," 1 <<neC-Estimated Cost: To Be Completed: Proposed Driveway Width If New Opening $ 3 �fjc� as Alt. A Alt. B Is Desired $ $ (SEE REVERSE SIDE OF SHEET) The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. See reverse side for additional information. DATE: S « 7? SIGNATURE:v��=( Stipulations: ,L I'u P. L'\ j Le" 021, D v a v s r 1977 6431 UNIVERSITY AVENUE N.E., FRIDLEY, MINNESOTA 55432 ie Hickok )ta Package Products 6922 55th Avenue North North St. Paul, Mn. 55109 TELEPHONE ( 612)571-3450 Re: Swimming Pool Construction at 1560 Mississippi Street N.E. Dear Mr. Hickok: This letter is to make clear this departments requirements for the swimming pool construction at the above address. 1. As indicated, one (1) skimmer approved by the National Sanitation Foundation will be provided. 2. As indicated, two (2) inlets of approved design for fresh and/or repurified water will be provided. 3. The filter and pump shall be approved by the N.S.F. and be of sufficient capacity to provide a minimum turnover of at least two (2) times in 24 hours. This department recommends a turnover rate of 6-8 hours. 4. A deck of at least three (3) feet wide, measured from the pool water's edge, shall be provided which extends completely around all private.residential pools. Above ground private residential pools may be provided with decking of a minimum size of 4 feet by 4 feet at pool entry points and provided that such decking has the approval of the City. S. Fencing or other effective means including but not limited to walls or buildings, acceptable to the City, shall be provided to positively control all access to public and private residential swimming pools. Fencing shall meet the following criteria: (a) The fencing shall prevent the entrance of children and be without hand or foot holds that would enable a person to climb.over it. (b) The fencing shall be at least 6 feet high and entrances shall be equipped with self-closing and self -latching gates capable of being locked., (c) Self-closing and self -latching devices shall be placed at the top of the gate or otherwise inaccessible to small children. (d) The opening between the bottom of the fence and the ground or other surface shall be not more than four inches. 6. An automatic chlorinator should be provided with a suitable test kit. 7. All electrical and plumbing installations shall be inspected and approved by the City Inspection Department. Mr. Gene Hickok May 18, 1977 Page 2 8. All electrical lines must be 10-20 feet or more away from the pool surface. 9. The pool fill spout must be air gapped or protected by a vacuum breaker. 10. Suitable safety equipment to include but not limited to a ring buoy and rope that is 1� times the pool diameter,.and shepherds crook pole must be provided and maintained with the pool at all times. Furthermore, these and any other requirements must meet the provisions of the Fridley City Code, Section 115, Swimming Pools. The building permit is approved contingent on final inspections and approval by the City. If any questions or problems arise from this letter, please feel free to contact me at 571-3450, ext. 170. Sincerely, ��VIA SJO/mh CC: Mr. Sherwood Jordahl 1560 Mississippi Street N.E. Y 'wpt ad g. �ll("IIIII!/(�I • • / 6875 Highoy 140.6Si. nd Surveying / M3nneo stis As Test;"� /I�lllPPlll1� •�%I!•. p , 1 Minn. 5343I vil Engineering ( Telephone 784-6066 r)rstcspol Engineering EnF,ineers & Surveyors Area Code 617 Mortgage Loan Survey for C-1 C. D - JVC. MI�1SSfrl STREET 80.03 Z� Ostsl�n 4 26 dd 14, S `J 7( a �+►, • � o c! 1 �' ro•5 t- C�l s GAI?. C%j — -7 3i o /07-13 "Ott 0 W� ISU A(S�Lsf(Frl tK - r* .or -`0' X343 , Gly IOT1 L SLOCK _t HARRY LAM ES TA TE 5 Ar0040 This is a true and correct representation of a survey of the boundor.es of the land above described and of the location of all buildings, it any, thereon, and all visibleencroachments, it any, from or on said land .This survey is made only in connection with a mortgage loan now being pieced on the property and no liability is assumed except to the holder of such mortgage or any other interest acquired by the reason of such mortgage, it is understood and ag►eeFl m mono 11bpve been yj►oced for the purpose of ostabiahing lot lines or boundary' corners. Dated this (iQG day of v� l A D. 19 io 6 ` & SU gURBAN ENGINEERING, INC. ir,JG412i + =4ot — — — Nn.6 dX71•� uii'l� f eawpXNfs JC4 I by i,® fu��u[is+�Iiiafr� MEMO DATE: March 7, 1978 MEMO FROM: Darrel Clark, Community Development Adm. REGARDING: 1560 Mississippi Street N.E. On March 1, 1978 we were called to investigate a possible foundation failure at 1560 Mississippi Street N.E. On March 1, 1978, Ron Holden and I made a field inspection and the following conditions were observed and noted; The house is a split foyer frame construction with a truss roof system. The obvious evidence of a problem is the separation of the upper level middle wall from the ceiling - the movement appeared to be about �z inch. The floor joists were checked for being level and all showed that they tipped downward towards the center bearing wall. It is impossible at this time to know why it is settling and whether or not it will continue to settle - soil exploration is the only way to determine this. It was also noted that a partial drain tile system was installed last fall and there was no noticeable settlement until after it was installed. " Q DARREL G. CLARK Community Development Adm. DGC/mh UBURBAN NOINEERING Q, INC. aCivil, Municipal & Environmental Engineering Land Surveying • Land Planning 0 Soil Testing MFI Mr. Sherwood Jordahl 1560 Mississippi Fridley, Minnesota 55432 Dear Mr. Jordahl: Main Office 571.6066 6875 Highway No. 65 N. E. Minneapolis, Minnesota 55432 South Office 890-6510 1101 Cliff Road Burnsville, Minnesota 55337 'March 15, 1978 At your request on March 13 and 14, 1978 we inspected the founda- tion of your house to determine the cause of the ceiling wall separation in the upper living area. We took several measurements by means of a surveyor's level and many with the use of a stringline and tape. Based on our measurements and observations, the footings are sound. No cracking in the exposed blocks or floor indicate any unusual settle- ments. The top of blocks are very close to being perfectly level. It is our opinion there is no underlying soils problem. However, it was apparent the top of the center bearing wall is 1/2 inch lower than the top of the outside walls in the basement. This differential is carried up to the top floor where the bottom chord of the roof trusses has pulled away from the top plates on the interior walls. Apparently, the sheet rock taping held the ceiling down at the walls until the wallpaper was hung when it was accidently cut during the trimming. As the sheet rock taping was cut the sheet rock on the ceiling regained its position against the roof truss, thus leaving the gap between the wall and ceiling. We would recommend the correction of this problem be worked out with the "Building Department" at the City of Fridley and the house builder, as the area of this problem is not our expertise. If you should have any questions, please call. PJM/ j p cc: City of Fridley - Darrell Clark Sincerely, SUBU AN ENGINEERING, INC. Peter J. Molinaro, P.E. Robert Minder, Reg. Eng. E. A. Rathbun, Reg. Sura. Win. E. Price, Reg, Eng. Gary It. Harris, Reg. Suro. Peter J. Molinaro, Reg. Eng. Wm. E. Jensen, Reg. Eng, Wm. K. Meyer, Reg. Eng. H. William Rogers, Reg. Surv. Bruce A. Paterson, Reg. Eng. Alan E. Rathbun, Reg. Eng. f (ao March 29, 1976 Mr. 011ie Erickson Erco Inc. 3231 Central AVenue NE Minneapolis, Minnesota 55418 Re: Lot 3 Block 2 ; Harris Lake Estates Dear 011ie: At your request we examined the excavation and backfill work for the hoV§e footing on the above lot on March 25th. The examination bonsisted of several hand auger holes through the inplace fill, an estimate of the width of the excavation and a density test. All probings of the footing areas indicated no organic soils and foundation soils consistinq of native sand or sand - sand -rock fill previously placed by the developer. The excavation was apparently dug wide enough to accom- modate 1:1 slopes down from the footing. The excavation was backfilled with loamy sand taken from the adjacent site. Compaction was accomplished with a vibratory roller. The use of vibratory machinery in the confined site caused pump- ing of ground water and subsequent high pore pressures creating spongy conditions. The density achieved was 86% of modified Proctor. The sponginess will dissipate shortly. We recommended that the footing across the back of the house be widened 6 inches and that two reinforcement bars be placed in all footings. Based on the foregoing, and these recommendations we feel no substantial settlement should occur. -WKM/jp cc: City of Fridley Dave Harris Sincerely, SUBURBAN ENGINEERING, INC. William K..Meyer, P.E. 01 SUBJECT MIT NO. City of Fridley (7 2 2 6 7 0 AT THE TOP OF THE TWINS BUILDING PERMIT � RECEIPT NO. COMMUNITY DEVELOPMENT DIV. _ L PROTECTIVE INSPECTION SEC. ; "; r I NUMBER REV DATE PAGE OF APPROVED BY /'-'1 CITY HALL FRIDLEY 55432 __j 612-571-3450 910-F15 7/8/94 JOB ADDRESS 1560 Mississippi St NE 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 3 2 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Henry Olzanski 1560 Mississippi St NE 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Stock Roofing Inc 289 Liberty St NE, Fridley 55432 780-3561 3112 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 � REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof H&G (22 Squares) Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SO. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES VALUATION SURTAX 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 $1,650 $ •83 PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $39.00 Fire SC $1.65 TRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE License $5.00 $46.48 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE, N PR PER ALIDATED THIS IS YOUR PET BLDG I DATE SIGNATURE OF OWNER 0F OWNER BUILDER) IDATEI 01 NEW I. I ADDN (( CITY OF FRIDLEY ALTER (( SINGLE FAMILY AND DUPLEXES R=1 AND R-2 Building Permit Application Construction Address:l5 S foS f%% s� - sof,, 67. _------ -- --- - --- ----- - Legal Description: Owner Name & Address: Contractor: Effective 1/ 1/94 *Obl- 0 Tel. # MN LICENSE # Address:' a ?l 67�YY�/�� Tel. # Attach to this application, a Certificate of. Survey of the lot, with the proposed construction drawn on it to scale. LIVING AREA: GARAGE AREA: -DECK AREA: OTHER: .: AESCRiPTIO1q. OF -WROVEMENT Length Length T Length a a .!5 &4,0e s Width Height Sq. Ft. Width Height Sq. Ft. Width : HgVGr//o%%und /Sq. Ft. G� �GYJ� �S�/P!✓S'c l �Pd�� 6 Corner Lot [ ] Inside Lot [ J Ft. Yd Setback Side Yard Setbacks Type of Construction:Estimated Cost: $ �� S Approx. Completion Date: STIPULATIONS: (Cost on Back) Driveway Curb ut Width Needed: Ft. + b Ft = Ft $ _ $ DATE: 7�f Ci,/ APPLICANT: ly 1 Tel. # CITY USE ONLY Permit Fee $ _39,C6 Fee Schedule on Reverse Side Fire Surcharge $ �. �� .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $800 per SAC Unit License Surcharge $ C �C > $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 ( J TOTAL $ 7 1�`�-/S STIPULATIONS: CITY OF FRIDLEY INSPECTION DIV. 6431 University Ave NE Fridley, MN 55432 572-3604 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR Effective On March 1, 1996 PLUMBING FIXTURE RATES: NO. RATE TOTAL New Fixtures $ 7.00 Old Opening, New Fixture $ 4.00 Beer Dispenser $ 5.00 Blow Off Basin $ 7.00 Catch Basin $ 7.00 Rain Water Leader $ 7.00 Sump/Receiving Tank $ 7.00 Water Treating Appliance $10.00 Water Heater –Electric $ 7.00 Water Heater – Gas** $10.00 Gas Range** $10.00 Gas Dryer** $10.00 Back Flow Preventer Required ( )Yes () No Type $15.00 Reinspection Fee $42.00/Hr ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1.5% of Value of Fixture or Appliance State Surcharge TOTAL FEE $ .50 JOB ADDRESS C 'QaK&r The undersigned hereby makes application for a permit forthe work herein specified agreeing to do all work in strict accordance with the city codes and rulings of the Building Division, and hereby declares that all the facts and representations stated In this application are true and correct. J"R� 1 C) 1996 OLSZANSKI HEN Owner 1560 MISSTSSIPPI STREET N.E. FRIDLEY , 55,432 Building Used -7/— H 571-4309 W 5 � Y3 09 Estimated Cost 6_�00 v PERMIT NO. PLUMBINGCOMPANY NOP612M P(L)AA.6A!5 SIGNED BY� AZT �� TEL NO. d� ) `' 7%-' Approved By Rough–In Date Final Date MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $20 00 $) PLUS THE $.50 STATE SURCHARGE **COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6–A. MINIMUM SIZE 9 SQ INCHES. CITY OF FRIDLEY PERMITO.: �200019 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 10/20/2004 (763) 572-3604 FAX: (763) 571-1287 ADDRESS 1560 MISSISSIPPI ST NE PIN 133024410011 LEGAL DESC HARRIS LAKE ESTATES LOT 3 BLOCK 2 PERMIT TYPE BUILDING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : WINDOW/DOOR REPL VALUATION : $ 2,105.00 NOTE: PROVIDE SMOKE DETECTORS IN ALL SLEEPING ROOMS AND ON ALL LEVELS OF THE DWELLING PER R317 OF THE 2000 INTERNATIONAL RESIDENTIAL CODE. CAULK AND FLASH ALL EXTERIOR OPENINGS. REPLACE ONE PATIO DOOR WITHIN EXISTING OPENINGS. STATE LICENSED CONTRACTOR 1 APPLICANT BUILDING PERMIT FEE 83.25 RENEWAL BY ANDERSEN (20130983) FIRE SURCHARGE 2.11 1920 W CO RD C STATE SURCHARGE, VALUE 1.05 ROSEVILLE, MN 55113- LICENSE SURCHARGE 5.00 (763) 502-4777 TOTAL 91.41 PAID WITH CHECK # 37635 OWNER OLSZANSKI HENRY L & T E 1560 MISSISSIPPI ST NE FRIDLEY, MN 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction p®r'%�'� �nsPf1�!c�®n or work is suspended or abandoned for a period of 120 days Cards at any time after work is commenced. W111 Be 1#811ed I hereby certify that I have read and examined this/� u, application and know the same to be true and correct. All O HOM6ae eer To 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 iocal law regula' nson or the performance of cons ctio . Applicant Date 7n� Bldg Insp Date U SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. 04/02/2004 FRI 13:21 FAX NEW ADDN ALTER �-� ELDER JONES 001/001 985572 CITY OF FRIDLEY Effective 4/1/2004 I I 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp I I SINGLE FAMILY AND DUPLEXES R -1I AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: .l Legal Description: Owner Name & Address: Contractor. Address: RENEWAL BY ANDERSEN 1920 COUNTY ROAD "C" WEST ROSEVILLE, MN 55113 LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Tel.# II0`)/r-) /I— MN LICENSE ufZKI'7WIf*):0 irate of Survey of the i drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length �r. Width — Heights Sq. Ft Length Width Height Sq. Ft 1Nidth Sq. Ft Construction Type: Estimated Cost: s J, Driveway Curb Cut Width Needed; Ft. + 6 Ft = Ft x $ = S Y DATE: U APPLICANT: �Iq ►214,N�nr\� Q,vet� �� Tel. Call (763) 672-3604 for Permit Fees if mailing in application. Fax to 763-671-1287 if using credit card and we will call you for card number. Permit Fee Plan Review Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge TOTAL CITY USE ONLY - $ r� Fee Sehedule on Reverse Side e5% of Permit Fee $ / .001 of Permit Valuation (1/10th%) $,f $.50/$1,000 Valuation $ $1350 per SAC Unit $ �y� $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 [ ] $? STIPULATIONS- BRAUNBraun Intertec Corporation 6737 LaBeaux Ave NE INERTEC Albertville, MN 55301 June 7 2006 Pro er-t AL -06-02632 Mr. Sean Ussey� Centra-Sota Exteriors 5185 146`h Circle NW C► Ramsey, MN 55303 Re: Soil Evaluation Deck Footings at 1580 Mississippi Street NE Ramsey, Minnesota Dear Mr. Ussey: Phone: 763.497.4159 fax: 763.497.2359 Web: brounintertec.com This letter is submitted to summarize the results of our soil observations and testing performed on May 26, and May 30, 2006. The purpose of our testing and observations was to evaluate the soil for support of the new deck at 1580 Mississippi Street NE in Fridley, Minnesota. Services were provided as requested by you in phone conversation with Mr. Paul Gionfriddo of Braun Intertec Corporation (Braun Intertec). Situation You are in the proem of constructing.a new deck to the single-family residence at 1580 Mississippi Street NE in Fridley, Minnesota. You and/or your contractor excavated several piers for the new deck. The piers were approximately 12 inches in diameter and. extended approximately 3 1/2 feet below existing site grades. You indicated that groundwater was encountered during excavation of the piers. In addition, the soils observed during excavation did not appear to be suitable for support of the proposed deck. Braun Intertec was requested to evaluatesoilconditions and provide recommendations for support of the new deck, Procedures and Observations On Friday, May 26, 2006 an cagineering technician from Braun Intertec, completed visual observations and performed rand -auger borings in the bottoms of the deck footings (pier excavations). Water was observed in the pier excavations at approximately 3 1/2 feet below the ground. surface. Due to the water in the pier excavations the hand auger borings could not be advanced to a sufficient depth to identify and characterize the soil. On Tuesday May 30, 2006, a project engineer from Braun Intertec performed additional hand auger borings. and also performed -one dynamic cone penetrometer test (DCP) in the pier excavations) to evaluate the soil for footing support The hand -auger boring was performed with a 3 1/2 -inch -diameter hand auger. The boring was advanced in approximate 6 -inch increments to depths approximately 4 feet below the bottom of the excavation. With each increment penetrated, the auger was then withdrawn from the borehole to obtain soil cuttings. The soil encountered in the borings was classified in general accordance with ASTM 2488, "Description and Identification of Soils (Visual/Manual Procedures)." Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the band auger and the turning resistance. The DCP test was done using a solid metal rod fitted with a 13/8 -inch diameter conical pint. The point was driven into the soil with a 10 -pound weight falling 24 inches. The number of blows required to drive Providing engineering and environmental solutions since 1957 Mr. Sean Ussey Project AL -06-02632 June 6, 2006 Page 2 the point each 6 -inch increment was then translated into soil bearing pressure which was used to judge the soil's relative density and as a basis to estimate the suitability of the soils to support the design load. Results Observations of the spoil piles adjacent to each pier excavation showed a black silty and clayey sand topsoil. Soil retrieved from the hand -auger borings showed black silty and clayey sand soils to a depth approximately 4 feet below the bottom of the pier excavation corresponding to a depth approximately 7 1/2 feet below the ground surface. It appeared that gray sitly sand was encountered in the hand auger at approximately 7 Y2 feet below the ground surface however the borehole would not stay open due to groundwater encountered in the excavation. In addition soil samples could not be recovered in the hand auger from the excavation. The groundwater tended to "wash" the sample from the hand auger. The DCP test was taken at a depth approximately 6 1/2 feet below the ground surface. DCP results showed blow counts in excess of 20 blows per 6 -inch increment. These values indicate medium dense to dense soil conditions. Conclusions and Recommendations ��— Based on our observations and tests, the soil encountered at approximately 61/2 feet in the base of the pier excavations appear suitable for support of the new deck. However, due to the groundwater encountered in the excavations) the soil type(s) could not be identified or confirmed. The hand auger boring suggests that silty sand soils exist at approximately 71/2 feet. As noted above, soil conditions from the ground surface to a depth approximately 7 1/2 feet below the ground surfaoe were black silty and clayey sandsoils that contained roots and other organic matter. We recommend that these black, organic, silty and clayey sand soils be removed from the base of the excavation prior to placing the concrete for the new piers. This will include removing 4pproximately 7 1/2 feet unsuitable soil. Since the footings/piers will likely bear below the water table, we recommend that backfill to retain proposed footing/pier grades consist of 1 %z -inch clear rock. This material is a 100% Brushed quarry rock that is washed and graded such that its maximum size is 1 1/2 inches. The footings for the new deck are considered an unheated foundation and will be exposed to freeze -thaw cycles. Therefore, we recommend the foundations bear a minimum of 60 inches below grade for frost protection. There is a potential for the silty and clayey sand soils to adhere to the cardboard forms, and when frozen, could cause the tubes to heave. In some instances, the inside surface of the cardboard forms is not sufficient to provide a slip surface and the concrete piers could heave. Therefore, we recommend that an additional slip surface, such as a heavy duty plastic be placed along the inside surface of the cardboard forms before placing concrete. This will reduce the potential for the deck footings to heave because of frost. It should be noted that standard penetration test borings with power equipment were not taken to evaluate the soils at depth. We could not verify soil types at depth(s) in the excavations. The hand auger borings identified approximately 71/2 feet of black silty and clayey sand soils that -contained roots and other ,organic matter. DCP results indicate medium dense to dense soil conditions. Since soil conditions at depth could not be verified using the methods described in this report there is a k that poor soils exist at depths beyond the reach of our hand equipment. These poor soils, if any, could consolidate resulting in detrimental settlement(s) to the new deck. Mr. Sean Ussey Project A1-06-02632 June 6, 2006 Page 3 An alternative approach to reducing the risk of detrimental settlement would be to support the deck footings on helical screw anchors. The names of contractors who specialize in the design and installation helical screw anchors can be provided if requested Based on a conversation with you and Mr. Paul Gionfriddo on June 2, 2006 it is our understanding that you have elected to assume the risks associated with potential settlements as described above. You will construct the deck on pier footings extending to depths approximately 71/2 feet below the ground surface. We further understand that crushed clear rook will be placed in the base of the pier excavation up to a depth of 60 inches (5 feet) below ground surface. General No established national standards exist for excavation observations. We have used the methods and procedures- described in this report. Other firms may use di3 ferent procedures to evaluate the bottom of excavations. In performing its services, Braun Intertec used that degree of care and-sidll ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. If wecan provide -additional assistance, call Paul Gionlhddo at 763.497.4139 or Ron Shaffer at 952.995.2234. Sincerely, BRAUN IlVTERTEC CORPORATION Professional Certification: I hereby oertify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Mmwsota. e�a7ZV ' J Paul S. Gionfdddo, PE Project Engineer License Number: 23093 June 6, 2006 h6�k� A, - Ron Shaffer, PE Associate -Senior Engineer Attachment: Dynamic Cone Penetrometer Test Report Deck Fooflng dw BRAUN" Dynamic Cone Penetrometer Testport e • [NTERTEC xt Job No.: At,- 17f2 - 0063a- Job Nam: ACCt jpofl &,oGS Client. Wl'-T-9 - OrA Z6 -Mr `j td&W/ Tech:' AAc4L• G Date: ' . s3o OCo Penetrometer Dimensions: 13116 -inch diameter tin, IO -pound hammer, 24 -inch fall 4 Location Sketch: �S� ml�S�S51ANl: Ci -&AM 4e-Af pae&4 rvi. Q 0 RAp�p.[, OCp A P#OAOv • Aut56�• t�ygp� i ocp -11 Test Results - Number HA -1 I 14Cp'� 1 I. Surface Elevation Blows•, 0-6" HOU5 I O Blows, 6-12" gac n oy CA - - Blows, I2 -I8" LxG9-► A` Blows, 18-24" . Blows, 24-30" I . Blows, 30-36w Blows, 3642" I 37 I 7 -.7 I Blows; 42-48" =wei Cc U • .7Aj- Blows, 48-54" h3 g - $ Blows, 54-60" 7I Blows, -60-W SAIJO I I Blows, 66-72" I I Blocs, 72-74" I ro -7 I� I NEW (j CITY OF FRIDLEY Effective 4/1/2004 ADDN (j 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: Legal Description: Owner Name & Address: U Contractor. G �o T9100 LIVING AREA: GARAGE AREA: DECK AREA: OTHER: ZEN �7 y- ( aN 2`( Tel. # T -A2 - M.I - 4�21 ►` I)m3e> d F- MN LICENSE # U,104,"Le'I 2- -q q I4 • ls4 qa M 14 Tel. # 10 -604 2�-4' Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length Width Height Sq. Ft. Length Width Height Sq. Ft. Length Width Hgt/Ground Sq. Ft. Construction Type: &PLu.&vMfNer Estimated Cost: $ I D l.0 (1�4t7t'X��7 I K`fl-- Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: I ' I')' APPLICANT: 0/J D N Tel. # 7( ' 514— 005+ Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee Plan Review Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Fee Schedule on Reverse Side 65% of Permit Fee .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1350 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 [ ] TOTAL $ 1 - 0 STIPULATIONS: