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PRE 2010 DOCSAl- b . Application for Power Plants and Heating, Cooling, Ventilation. RetEig - - alloe and Air Comfiftning Sptems and Devices PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL Furnace Shell & Duct Work . $10.00 $ Replacement of Furnace ... ..... ..... 6.00 $ Repairs & Alterations—up to $500.00 6.00 $ _ Repairs & Alterations each add. $500.00 3.00 $____ MECIL WARM AIR Furnace Shell & Duct Work to 120,000 BTU ........ ..$10.00 each add. 60,000 BTU .................... .. 3.00 i Replacement of Furnace 6.00 Repairs & Alterations—up to $500.00 6.00 $ Repairs & Alterations each add. $500.00 .... &W $ STEAM or HOT WATER SYSTEM Furnace Shell & Lines—to 400 sq. ft. EDR Steam $10.00 $. Furnace Shell & Line—to 640 sq. ft. EDR Hot Water 10.00 $_ Each add. 200 sq. ft. EDR Steam 3.00 Each add. 320 sq. ft. EDR Hot Water 3.00 $ OIL BURNER—to 3 gal. per hour 6.00 $ — over 3 gal. per hour—See Fee Schedule GAS BURNER (up to 189,000 BTU) . ...... 6.00 $ < (7 Q over 199,000 BTU See Fee Schedule GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures xs z00 $., 2s ® b Additional Fixtures a .75 $ Gas Range to 199,000 X$ 800 $ AIR CORDITiONE11a /n. ra FAN HEATING SYSTEM Sae Fee Sahadule VENTILATING SYSTEM ALTERATIONS & REPAID TOTAL FEE $ ROUGH (SURCHARGE $_.50) Dept. of Bldgs. Phone 96o -M City of Fridley: The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinance: and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. �i Fridley, Minn 110 1) _C Owner � I l i) io e- k n Kind of Building .jj �F A m e Used as .. 0_ W. e_ 1LLn_ch_ To be completed about Do Estimated Cost, Old ewBuilding Permit No. Permit No. DESCRIPTION OF WORK HEATING or POWER PLANTS—Steam, Hot Water, lWarm Ayd No . Trade Name _ ej^ (o Capacity 37. 0 0 0 gq, Ft. E.D.R BTUA H.P Total Connected Load 7�. ` J c1 Kind of Fuel C� 2 i BURNER — Trade Name Size No Capacity Sq. FL EDR BTU 14€rP: (REMARKS -OVER) `• • CRONSTROMS HTG. &AIR COND., INC. Job Name ' ' 4410 Excelsior Boulevard, Minneapolis 16, Minn. nss ^ " //f t� NEAT LOSS CALCULATIONS Job Address Weatherstrips A.S.idH.V.E. Construction No, Gue I_ Windows Doors Reference Out. Wall Int. Wall Ceiling Roof Floor _ Yes -No I Yes—No 19_ I Room I Length/ t4— Width F Height J"" Windows nd Doors—Crackage and Area Doors—Crackage and Area Width I Height No. of Lineal ft. Area No. of)Da�ne of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of Dane of pane lights of crack sq. ft. B �6 ' 6® Coef. Btu Infiltration Coef. Btu Infiltration l �b SES .21-6 Glass Net exp. w d¢o 6-6 p Exp. wall Net exp. waU:?lX Z74a- IT37 Net exp. waDI.2t it =lj'r-fid !V/ A 4f ! o Int. wall Floor Ceiling ---�-'-' Floor %kj-'e C. rye Total Btu. , d (e. Ce Required sq. ft. E.D.R. or sq. ins. W.A. Leader area F]. Room I Lenw Ck aWidth * -L Height o'c"' Windows and Doors-Zrackage and Area Wld h Height No. of Lineal ft. Area No. or Dane of Dane lights of crack so. ft. Btu Infiltration Glass Exp, wall Net exp. wall Int. wall Ceiling Floor Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area C F1.I Room I Lenath Width Height Windows arill Doors—Crackage and Area Width I Height No. of Lineal ft. Area No. of)Da�ne of pane lights of crack sq. ft. -2— 1-- Z C�f Width Height No. of Lineal ft. Area No. Opens of pane lights of crack sq. ft. ' 6® Coef. Btu Infiltration Coef. .- Btu Infiltration l �b cs- a -e Glass Glass Net exp. w Exp. wall Int. wall Exp. wall Net exp. waU:?lX Z74a- IT37 Int. wall je 2 l .. O _ � Ceiling --� Floor :_Total Btu. ft. E.D.R. or sq. ins. W.A. Leader area windows wldtl No. of pan Insulation Kind How Appli Room I Length / Z Width / L ors—Crackage and Area ht No. of Lineal ft. Area of�pa—ne Ifahts of crack eq. ft. (a 1 Coef.1 Btu Infiltration '® Glass 3 S� Exp. wall Net exp. wallJ-K.4W" ( 2-- l° 0 Int. wall Ceiling Floor Z k( 2- Z - Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Fl.l _ Room I Length / / Width ! L Height dP- Windows and Doors--Crackage and Area Width I Height No. of Lineal ft. Area No. of)Da�ne of pane lights of crack sq. ft. -2— 1-- Z C�f 2- 9 !LD� a 6 Coef. Btu Infiltration Coef.1 46p Glass l �b Exp. wall S' ye Glass Net exp. w Int. wall Exp. wall Ceiling IT37 Floor ft X je 2 l .. O _ � Total Btu. 13 3 Required sq. ft. E.D.R. or sq. itis. W.A. Leader area Fl.l . Room I Isngth Width / Heiaht Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack Q.tt. 2- 9 !LD� a 6 Coef.1 Btu Infiltratio S' ye Glass Exp. wall Net exp. wap T, G je 2 l .. O _ 3? 370 Int. wall Ceiling Floor c/0" / rye Total Btu. ft. E.D.R. or sq. ins. W.A. Leader area CRONSTROMS HTG. & AIR COND., INC. Job' Nom nsa '4410 Excelsior Boulevard, Minneapolis 16, Minn. NEAT LOSS CALCULATIONS Job Address/l/(. _A.S.H.V.E. Weatherstrips Guide Construction No., Insulation WindowsI Doors Reference Out. Wall Int. Wall Ceiling Roof Floor I Kind How Applied Yes -No Yes -No 19-. Fl. _ . Room Length Z cz- Widthz, c� _Heiltht Y' 11 -e-r- - C� RoomI Length l S Width r Height Windows an Doors-Crackage anJ Area Width Height No. of pane of tune Width Height No. of Lineal ft. I Area " No. of pane of pane lights of crack sq. ft Width Height No. of Lineal ft. Area No. of pane of pane llghts of crack sq. ft. 3 �® Coef. Btu Coef. Btp Infiltration Glass Sbl a.• 2g--4 Glass C1 e (rm-b Exp. wall a .2-76 Int. wall cleau Net exp. wall - l® ci R244 6 2 Int. wall Int. wall Ceiling Ceiling 2. C Ic® Ceiling o Floor j EEE[ _-Ili Total Btu. Required sq. ft. E.D.R. or sq. ins. WA. Leader area FLA, A0, Room I Length 7 — Width Windows and Doors-Crackage and Area Width Hslght No. of Linea► tt. Ares No. of Wane of Dane Ilrhts of crack sa. fL Btu MAI Infiltration Glass Exp. wall Net exp. wall .?. (- X 7O � Int. wall Ceiling to 9 e9 Floor a X (r Total Stu. Required sq. ft. E.D.R. or sq. ins. WA. Leader area f Fl.l Room (Lenath W -Ah Heiaht J;P` Windows and Doors-Crackage and Area Width Height No. of pane of tune Width Height No. of Lineal ft. I Area " No. of pane of pane lights of crack sq. ft 2— set !�0 Coef. Btu Infiltration " 2-0 Glass Sbl 5® Exp. wall e Net exp. wall ,;Z, m .2-76 Int. wall Net exp. wall;, t, Cr 26 Ceiling Int. wall Floor Int. wall Tbtal Btu. fired sq. ft. E.D.R. or sq. ins. WA. Leader area Windows and Doors-Crackage and Area Width Height No. of pane of tune Width Height No. of Lineal It. Area No. of pane of pane lights of crack sq. tLL 2— set !�0 Coef. Btu Infiltration -2—) Infiltration 2-2 0 Glass Sbl Glass Exp. wall e Net exp. waWZI?,r 16 ! Y0 Int. wall Net exp. wall;, t, Cr 26 Ceiling IS-t0'1je U0 ff Int. wall Floor Int. wall Total Btu. : $ 0 Required sq. ft. E.D.R. pr sq. ins. W.A. Leader area �iFl.lm Lanath /6P -Width 16 Height d" Windows and Doors--Crackage and Area Width Height No. of pane of tune Width Height No. of Lineal ft. Area No. of pane of pane. lights ofcracksq. ft. Q / L 2® Coef. Btu Infiltration 2-2 Coef.1 Btu 0 ff"a Glass ,qz(jti-Q Glass Exp. wall Exp. wall Net exp. wall;, t, Cr 26 /6 ,Lo Vo Int. wall Int. wall Ceiling Ceiling Floor Ek�k 40 _-Ili Total Btu. > (Q Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Fl.l I Lenath Width t O Height Windows and Doors-Crackage and Area Width Height No. of pane of tune No. of Lineal ft. Area lights of crack sq. ft Coef.1 Btu Infiltration Glass Exp. wall Net exp. wall 16 Int. wall Ceiling C es 40 Floor Total Btu. Required°sq. ft. E.D.R. or sq. ins. WA. Leader area 2RONSTROMS HTG. & AIR COND.� INC. Job Name D sCt '. `4410 Excelsior Boulevard, Minneapolis 16, Minn. / NEAT LOSS CALCULATIONS Job Addref( ��G+" ' C A.S.H.V. . I Weatherstrips Construction No. 1 Insulation Guide Windows I YeDoors Reference Out. Wall Int. Wall Ceiling Roof Floor I Kind How Applied Yes -No s -No 19— _Fl. L Room Length Width Height S;" II Fl.l Room I Length Width Height Windows and Doors-Crackage and Area wtarft Width Height No. of Lineal ft. Area No. of pane of pane light. of crack eq. ft. ?� 3 Width Height No. of Lineal ft. Area No. of pane of Dans lights of crack eq. ft. Coef. ,Btu Infiltration ® o Glass Exp. wap B Net exp. walll -l/ L-- = o ® Q -S-b Int. wap S'4 Ceiling ` Y Floor Total Btu. I I L`Z 2 - Required sq. ft. E.D.R. or aq. ' s._ A. Leader area oom Lenath °'l - Width I C- Heifrht P" Windows and Doors--Crackage and Area wtarft Width Height No. of Lineal ft. Area No. of pans of pane Ilghte of crack sq. ft. Windows and Doors-Crackage and Area Width Height No. of Lineal ft. Area No. of pane of Dans lights of crack eq. ft. Coef. Btu Infiltration Glass Exp. wall B Net exp. wap % G X Int. wall S'4 Ceiling G is- ` Y Floor Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Room ILxngfn wtarft ['a- r2clgn[ Q Windows and Doors-Crackage and Area Width Height No. of Lineal ft. Area No. of pane of Dans lights of crack eq. ft. 3 �-4- Infiltration Glass Coef. B infiltration 3 y <eA S'4 Glass ,I! L -b Exp. wap Net exp. wap 2 - -tom Ji -Z3 7-17- 2-! ® Int. wall Ceiling Floor ... � ! Total Btu. Reauired so. ft. E.D.R.:or sa. ins. W.A. leader area Windows and Doors-Crackage and Area Width I Height No. of Lineal ft. Area No. of pane of pane Ilghte of crack sq. ft. Coef. Btu Infiltration Glass Exp. wall Net exp. wall Int. wap Ceiling Floor Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Fl.l Room I Length Width Height Windows and Doors-Crackage and Area Width Height No. ofLlneat ft. Area No. of pane of pane Ilghte of crack sq. ft. Coef.1 Btu Infiltration Glass Exp. wall Net exp. wap Int. wap Ceiling Floor Total Btu. Required sq. ft. ED.R. or sq. ins. W.A. leader area F1.1 Room I Lenath Width Height Windows and Doors--Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack eq. ft. Coef. Btu Infiltration Glass Exp. wap Net exp. wap Int. wap Ceiling Floor II1 otal tstu. Required °sq. ft. F.D.R. or sq. ins. W.A. Leader area 1 11L 1 REPORT OF SOIL INVESTIGATION PROPOSED RESIDENCE 1465 NORTH DANUBE NEW BRIGHTON, MINNESOTA #19477 SUMMARY The following summary is provided for convenience only and we caution you to read the entire report to properly evaluate our recommendations and conclusions. The site is located at 1465 North Danube Road in New Brighton, Minnesota. The existing ground line slopes downward somewhat from the east to west with surface elevations ranging from about 9600' to 9902' at our boring locations. A generalized soil profile consists of peat and organic silty clay over- lying glacial till soils. Ground water was noted at a depth of 5' below the surface at boring location 2, however, it is our opinion that this observed ground water level represents a perched water condition. We understand that the proposed construction will consist of a one-story above grade residence with a full basement. In addition, a slab -on -grade garage is scheduled for construction attached to the home. We recommend that the swamp deposits materials consisting of peat and organic silty clays be completely removed to the level of the glacial till soils providing adequate excava- tional oversize. The footings could then be placed on the glacial till soils and proportioned for unit loads of up to 1500 pounds or altnernately, a compacted fill could be placed from the level of the till to the desired grade. For footings placed on the compacted fill, unit loadings of up to 2500 pounds could be utilized provided a minimum of 2' of fill was placed above the till, SOIL eXPLOR7t1Or1 Page 2 - Proposed Residence - 1465 North Danube - New Brighton, Minnesota - #19477 INTRODUCTION This report presents our findings and recommendations pertaining to the soil investigation and engineering analysis for the referenced project. The purpose of this report is to describe the soil conditions encountered at the site, to analyze and evaluate these conditions, and, based on this data, to recommend possible foundation designs and construction procedures. Four soil test borings were made during the period from August 2 through August 3, 1973. The borings were put down approximately at the locations discussed with you and as shown on the attached sketch. The surface elevations were referenced to the top of the manhole in North Danube Road immediately southeast of this property, taken as 100.01, an assumed elevation, SITE AND SOIL CONDITIONS The site is located in the North Innsbruck First Addition, New Brighton, Minnesota. The site slopes somewhat downward from east to west with surface elevations ranging from about 96.0' to 99.2' at our boring locations. A generalized soil profile consists of swamp depsoits (stagnant water deposits consisting of peat, muck, boglime and/or organic silt or clay) overlying glacial till (the term glacial till refers to non -sorted, non -stratified materials deposited directly by the action of glacial ice). The till is underlain by coarse alluvium (the term coarse alluvium refers to soils deposited in flowing water) at depth at boring location #1. The swamp deposits range from about 5%' to 1121 in thickness with the greater depths noted at the southern portion of the lot. Peat and organic silty clay SOIL axpLoRation Page 3 - Proposed Residence - 1465 North Danube - New Brighton, Minnesota - #19477 soils comprised the majority of the swamp deposit materials. These soils types are very compressible and should not be relied upon for support of structural loads. Glacial till, composed of clayey sand, sandy clay, lean clay and silty sand was noted underlying the swamp deposit materials at all boring locations. The cohesive till soils vary from soft to stiff based on the N values (an index of the consistency of cohesive soils and the density of cohesionless soils). The more cohesionless till soils were rated as very loose to very dense based on the resistance to penetration (N values). Sand, geologically noted as coarse alluvium, was encountered at a depth of 19' below the existing surface at boring location 1. The sand was noted as being in a very dense condition. GROUND WATER Ground water was observed at a depth of about 5' below the existing ground line at boring location 2. It is our opinion that this observed water level represents a perched condition. By this, we mean that the percolation of surface waters has been impeded by the peat soils and the water has been held up in its downward migration. It is interesting to note that the silty sand and sand materials underlying the swamp deposits were noted as moist to wet and not waterbearing. Seasonal and yearly fluctuations in the ground water level can be expected. SOIL eXPLO BbOn Page 4 - Proposed Residence - 1465 North Danube - New Brighton, Minnesota - #'19477 ANALYSIS AND RECOMMENDATIONS Project Information We understand that the proposed residence will be a one-story above grade structure with a full basement. There will also be an attached garage which is intended to be a slab -on -grade near the existing ground surface. We understand that the first floor grade must be elevated a minimum of 1%' above the existing ground line meet the prevailing code requirements. This would mean that the first floor and the garage slab should be constructed at an elevation of at least 99.5' with respect to the datum used during our soil investigation. We have no information regarding the building loads anticipated, however, we assume that the foundation and floor loadings will be relatively light. Foundation Analysis We recommend that the swamp deposit materials be excavated completely to the level of the glacial till soils. The excavation should be oversized 1' from the footing extremeties for each foot of fill which will be replaced from the level of the competent till soils to the bottom footing elevations. For footings placed on the till, unit loadings of up to 1500 pounds per square foot could be utilized in design of the foundation elements. In areas where a compacted fill will be necessary, we suggest the use of a granular material placed in maximum 8" loose lifts prior to being compacted to a minimum of 95% of the maximum density attained utilizing the standard laboratory procedure designated ASTM: D 698-70 (standard proctor). For footings placed on at least 2" of compacted fill so constructed, unit loadings of up to 2500 pounds per square SOIL 1EXPLORMIU01"1 I fl Page 5 - Proposed Residence - 1465 North Danube - New Brighton, Minnesota - #19477 could be utilized in design of the foundation elements. The existing till soils or a compacted fill constructed as outlined above, will serve adequately for support of a lightly loaded basement floor slab, Moisture Control As noted previously in our report, ground water was observed at a depth of about 5' below the existing surface at boring location 2. It is our opinion that this water level is the result of a perched water condition. We suggest that further information be obtained, regarding the real ground water level during the construction procedures. We suggest that consideration be given to installation of a perimeter draintile system. In addition, the subgrade foundation walls should be adequately dampproofedo FIELD INVESTIGATION PROCEDURES Soil Sampling Soil sampling was performed in accordance with ASTM: D 1586-67. Using this procedure, a 2" Oo Do split barrel sampler is driven into the soil by a 140 lb weight falling 30". After an initial set of 611, the number of blows required to drive the sampler an additional 12" is known as the penetration resistance or N value. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. Soil Classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM: D 2488-69, Representa- tive portions of all samples were then returned to the laboratory for further SOIL expLoaation W Page 6 - Proposed Residence - 1465 North Danube - New Brighton, Minnesota - #19477 examination and for verification of the field classification. Logs of the borings indicating the depth and identification of the various strata, the N value, water level information and pertinent information regarding the m method of maintaining and advancing the drill holes are attached. Charts illustrating the soil classification procedure, the descriptive terminology and symbols used on the boring logs are also attached, REMARKS The recommendations and/or suggestions contained in this report are our opinions based on data which are assumed to be representative of the site explored; but because the area of the borings in relation to the entire area is very small, and for other reasons, we do not warrant conditions below the depth of our borings, or that the strata logged from our borings are necessarily typical of the entire site. SOIL axixoRation 1 1 1 1 1 1 1 1 1 1 50BL eXPLORBUOn ccwnpEww .IOB.NO. 19477 VERTICAL SCALE 1t1=31 LOG OF TEST BORING NO. 1 PROJECT PROPOSED RESIDENCE -1465 NORTH DANUBE -NEW BRIGHTON, MINNESOTA DEPTH DESCRIPTION OF GEOLOGIC TORY NO. TYPE W D L.L P;L, Qu IN FEET f -SURFACE ELEVATION 99,21 1 ORIGIN N WL PEAT, fine fibrous, dark brown, wet 1 HSA (Pt) 2 HSA SWAMP DEPOSIT 2 3 SS 3 4 SS 4 5 SS 111-2 12 6 SS CLAYEY SAND a little See Note 1 � SANDY CLAY, a little gravel, gray, rather stiff to medium 10 7 SS (CL) TILL - 6 8 SS 40 18 _ SILTY SAND, a little gravel, brown, moist ver_ dense SM 9 SS 19 SAND, fine to medium grained, a littl COARSE 1 SS 20 gravel, brown, moist, very dense (SP- M)ALLUVIUM End of Boring Note: gravel, dark grayish brown, soft (SC) — - (NATER LEVEL MEASUREIMTS START, 8-2-73 coMPLETE R-2-73 D DEPTH DEPTH 1 3:55 LEMETHOD 31-4 HSA 01-171 @ DATE TIME SAMPLED CASING CAVE-IN SAILED DEPTHSdNone 8-2 3:55 201 171 171 to 8-2 4:05 201 None 21 to toCREW CHIEF Kulhanek SE -2 (70-A) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOIL SXPLORStIOn oonwerrr JOB,NO. 19477 VERTICAL SCALE 1"-31 LOG OF TEST BORING NO. 2 PROJECT PROPOSED RESIDENCE -1465 NORTH DANUBE -NEW BRIGHTON, MINNESOTA DEPTH DESCRIPTION OF MATERIAL LABORATORY TESTS NO. TYPE L.L. W D OU IN FEET [-SURFACE ELEVATION 96 0' GEOLOGIC ORIGIN N WL PEAT; fine fibrous, dark brown, wet 1 1 SS (Pt) 2 2 SS SWAMP DEPOSIT 1 3 SS 7 ORGANIC SILTY CLAY, black, soft, a few lenses of peat and silty sand 6 4 SS 8, OL SILTY SAND, a trace of gravel, dark 5 SS 91 brownish gray_, wet, loose_(SM) SANDY CLAY, a little gravel, gray, soft to rather stiff 5 6 SS (CL) TILL 4 7 SS 6 8 SS 12 9 SS 2 End of Boring WATER LEVEL MEASUREMENTS STARr 8-3-73 COMPLETE 8-3-73 CAVEDEEPPT-IHN SAILED DEPTHS WLEEVER1 1 - P SAMPLED HD C DEPTH DATE TIME METHOD 3 a HSA 0 17 L- 9:20 8-3 8:45 7' 4%' to 5' 8--3 9:20 20' 17' 17' to None 8-3 10:00 20' None I to 1 5' to I CREW CHIEF Kulhanek SE -2 (70-A) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOIL a7CPLORabon JOB.NO. 19477 VERTICAL SCALE 1 ° _ LOG OF TEST BORING NO. PROJECT PROPOSED RESIDENCE - - DEPTH DESCRIPTION OF MATERIAL GEOLOGIC SAMPLEBORATORY TESTS NO. TYPE W L.L.Qu D P.L. IN FEET I -SURFACE ELEVATION 97.2' ORIGIN N WL PEAT, fine fibrous, dark brown, wet SWAMP (Pt) DEPOSIT 1 1 SS 111- 2 SS 3 SS SILTY SAND, a little gravel, gray, TILL 4 SS wet, very loose (SM) 7 -- -- — — --- - —-------- ----- - LEAN CLAY, a little gravel, brown mottled, stiff (CL) 16 5 SS 10 End of Boring WATER LEVEL MEASUREMENTS START R3=73 COMPETE 8-3-73 s 0 — 1O @ lO : 25 DATE TIME SAMPLED CASING CAVE-IN SAILED DEPTHS WATERCIS.s DEPTH DPT DEPTH LEVELMETHOD 8-3 10:10 10" 5' to None to to CREW CHIEF Kul h nek to SE -2 (70-A) 1 1 1 1 1 1 1 1 1 1 1 1 SOIL axpLoaatlon JOB.NO. 19477 VERTICAL SCALE 1 �� - 3 LOG OF TEST BORING NO. CXXTUMerw 4 PROJECT PRUROSED RESInEN F- 1465 NORTH DANUBE - NEW BRIGHTON, M_ I�SDIA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC LA RAT RY IN FEET [-SURFACE ELEVATION 99 X 1 1 ORIGIN N WL N0. TYPE W D L L. P.L. Ou PEAT, fine fibrous, dark brown, wet SWAMP (Pt) DEPOSIT 1 SS 2 2 SS 3 3 SS blackft __ - SILTY CLAY , ra 6 2 4 SS 5 SS SILTY SAND, a trace of gravel, grayi§i brown, maist. loose (SM). TILL 7 SANDY CLAY, a little gravel, brown 14 6 SS mottled, rather stiff (CL) 10 End of Boring WATER LEVEL MEASUREMENTS �STA�KrA--1-73 COMPLETE _A-3-73 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER 1 1 1 DEPTH PTH DEPTH LEVE METHOD 31-4 HSA 0 - 41 @ 13-35 8-3 11:15 10' %' 6%to None S %1- 1 8-3 11:20 10' None 2' to None to m CREW CHIEF Kul hanek SE -2 (70-A) t 1 1 1 1 GENERAL NOTES DRILLING & SAMPLING SYMBOLS LABORATORY TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION C.S. Continuous Sampling W Moisture content - percent of dry weight P.D. 2-3/8" Pipe Drill D Dry density -pounds per cubic foot C.O. Cleanout Tube LL, PL Liquid and plastic limits determined in 3'% HSA 3'Y4" I.D. Hollow Stem Auger accordance with ASTM D 423 and D 424 4 FA 4" Diameter Flight Auger Qu Unconfined compressive strength -pounds per 6 FA 6" Diameter Flight Auger square foot in accordance with ASTM D2166-66 2'/s C 2'/2" Casing 4C 4" Casing Additional insertions in Qu column D.M. Drilling Mud Pq Penetrometer reading-tons/square foot J. W. Jet Water Ts Torvane reading-tons/square foot H. A. Hand Auger G Specific gravity - ASTM D 854-58 NXC Size NX Casing SL Shrinkage limit - ASTM D 427-61 BXC Size BX Casing pH Hydrogen ion content -ureter method AXC Size AX Casing 0 Organic content -combustion method SS 2" O.D. Split Spoon Sample M.A.* Grain size analysis 2T 2" Thin Wall Tube Sample C* One dimensional consolidation 3T 3" Thin Wall Tube Sample Qc* Triaxial compression *See attached data sheet and/or graph WATER LEVEL SYMBOL —7: Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand, the indicated levels can be considered reliable ground water levels. In clay soil, it is not possible to determine the ground water level within the normal scope of a test boring investigation, except where lenses or layers of more pervious waterbearing soil are present and then a long period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY TERM "N" VALUE TERM "N" VALUE Very loose 0-4 Soft 0-4 Loose 5-8 Medium 5-8 Medium Dense 9-15 Rather Stiff 9-15 Dense 16-30 Stiff 16-30 Very Dense Over 30 Very Stiff Over 30 Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch OD split spoon. RELATIVE PROPORTIONS TERM RANGE Trace 0-5% A Little 5-15% Some 15-30% With 30-50% PARTICLE SIZES Boulders Over 3" Gravel Coarse 3/"-3" Fine #4-%" Sand Coarse #4-#10 Medium #10440 Fine #404200 Silt and Clay Determined by plasticity Characteristics Note: Sieve. sizes shown are U.S. Standard SE -4(70A) Major divisionsI Group symbols N c � o_ o iA mo ;8z � w c Vr O 0 m `om 5 N E c o" m 3 N N e 0 Lo p N �z c m o cv •� m c D �\ o ULa c N c 4 m ccc Ca m �y U �8a 0 m z N In Cn N C c Y= CL Y m 3 O 0 � a A y SE -1 (70-A) GW GP GM GC SW SP SC 0 ML m N �o m U C r CL m ._ N JOL MH CH OH Pt CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES ASTM Designation: D 2487 — 69 AND D 2488 — 69 (Unified Soil Classification System) Typical names Classification criteria Wel I -graded gravels and Cu = 6o greater than 4; gravel -sand mixtures, little y c lD30J2 or no fines CZ= between 1 and 3 0 to Dio XD60 Atterberg Limits plotting in hatched area are borderline Poorly graded gravels and gravel -sand mixtures, little U Not meeting both criteria for GW or no fines ti w m U cc c fan rn G) O Equation of A-line: Silty gravels, gravel -sand- a U c°) Atterberg limits below silt mixtures c c7 c7 `m "A" line or P.I. less Atterberg I i m i is plot - m0 3 ::je Q. CO C9 0 m m than 4 ting in hatched area are borderline classifi- cations requiring use of dual symbols Clayey gravels, gravel- Atterberg limits above "A" sand -clay mixtures . . line with P.I. . greater than 7 o. . . y m CD > > Well -graded sands and gra- Cu = DD6o greater than 6; vel ly sands, little or no 8 .m 'y z fines N m CZ between 1 and 3 c N N Deo xDso Poorly graded sands and z z o gravelly sands, little or no wW y N Not meeting both criteria for SW fines N w d $. z W o W U \ N N Silty sands, sand silt mix- `o c c Atterberg limits below tures m N "A" line or P.I. less Atterberg I i m i is plot - y m — than 4 ting in hatched area W $ ° are borderline classifi- -J in cations requiring use Clayey sands, sand -clay mixtures Inorganic silts, very fine sands, rock flour, silty or 6C clayey fine sands Inorganic clays of low to 5C medium plasticity, gravelly clays, sandy clays, silty clays, lean clays x 4C Organic silts and organic silty clays of low plasticity 3( 2 Inorganic silts, micaceous m or diatomaceous fine sands a or silts, elastic silts 2( Inorganic clays of high 10 plasticity, fat clays 7 4 Organic clays of medium to 0 high plasticity 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit Atterberg limits above of dual symbols "A" line with P.I. greater than 7 Plasticity Chart For classification of fine-grained soils and fine fraction of coarse- grained soils. CH Atterberg Limits plotting in hatched area are borderline classifications requiring use of dual symbols. Equation of A-line: PI =0.73 (LL -20) OH and MH CL CL -- -ML — ML and OL / Peat, muck and other highly organic soils *Based on the material passing the 3 in. (76 mm) sieve. R �w TBM.�1/00.0 TOp Dry M9Nt/©/--� Ok lrV��' ST�4KEl� ,8Y aTt/E�S DRAWN BY�� CHECKED BY,�1� SOIL TEST BORINGS SCALE: �� = 30' JOB NO. /9 ¢77 suseEcr PERMIT NO. City of Fridley � 1229. AT THE TOP OF THE TWINS • BUILDINGPERM ` RE IP14 ______ COMMUNITY DEVELOPMENT DIV. L r PROTECTIVE INSPECTION SEC. CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-560-3450 910-F15 8/27%73 JOB ADDRESS 1465 North Danube Road N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 5 3 Innsbruck North Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Duane Narog 2533 Cleveland Avenue 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Springfield Homes 3713 Foss Road N.E. 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 X NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 6 DESCRIBEWORK Construct a 57' x 42' Dwelling and 24' x 27'9" Garage 9 CHANGE QF USE FROM TO STIPULATIONS Provide a hard surface driveway. Provide a verifying xcck survey before capping. If soil doubtful after excavation, retest. SEPERATE PERMITS REQUIRED FOR WIRING, HEATING, PLUMBING AND SIGNS,, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. Wood Frame 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 R'1 2033 16,264 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 $36 223 18.11 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SACCHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- 66.00 275.00 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE $359.11 S NATURE OF CONTRACT RORAUTHORIZEDAG NT IDATEI WHEN PROPERLY�J VALIDATED THIS IS YOUR PERMIT -zj I BLDG NSPNSP 00 E GNATUREOF OW ERIIF OWNER BUILDERI (DATE) ,bf._"a�� _,k-6+� .&,k`� .ski• �Aaa''AA**'3+%'�r -_�^^ a t• : f4 �t R".�s� � 3�� BR'S 6 " ��' � 4',,•.� ro y uw d @ 9 } a 7� t s� � :'�w�'f �W :t_t 9j `a •� ,• ;a'O fAP � }1 ."�},� �. "•K� �a. 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DESCRIPTION OF BUILDING To Be Used As: + Front: s% Depth: 7 Height; 400 Square Feet: Q :? ubic Feet:__,00004g g � Lts Front• Depth:� % '* Height; Q Si Y Square Feet;—C Cubic Feet; S• a Type of Construction: � �/1 .L Estimated Cost:_$ r go.'y To Be Completed: -f 3 e "# ;. s3 . m The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in st$ict 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: AIGNATURE: (See Rever a Side For Additional Information.) '17 BUILDING PERMIT' %LE SCHEDULE ft SECTION 2. The Inspector of Buildings shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repairs to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: UNIFORM BUILDING CODE: Type 1, 2 & 4 - $2.15 for each one thousand cubic feet, or fraction thereof, in such cubical contents. Type 3 & 5 - $1.85 for each one thousand cubic feet. ADDITIONAL INFORMATION For the purpose of computing fees for building permits, the cubical contents of any building or addition, is determined by multiplying the ground area covered from a point six (6) inches below the floor line of the basement or the cellar to the average heights of the upper surface or to the average height of the roof surface of the main gable of a pitched roof. For repairs or alterations to an existing structure, the fee shall be at the rate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost of all proposed work. In no case shall the fee charged for any permit as set forth in Section 2 be less than $5.00. VERIFICATION OF FOUNDATION NOTE: Permits for construction will be issued a minimum of'24 hours from the time of application; to allow for proper review of the proposed structure and of the construction site. A Certified Survey of the lot, showing the location of the foundation, once it has been constructed, will be required before proceeding with the framing. CERTIFICATE OF OCCUPANCY Application for a, Certificate of Occupancy shall be made ten (10) days prior to the use or occupancy of any structure for which a building permit has been issued; and said structure shall not be used or occupied until a Certificate of Occupancy has been issued. hand Planning s�� jl 6875 Highway No. 65 N. . Land Surveying • • (��,� /� Minneopolis, Uits Testing �' �%�� i�1 1 t %1 i 'e Minn, 55431 .Civil Engineering Telephone 764 -6066 Municipal Engineering Engineers & Surveyors Area Code 612 Certificate of Survey for SPFt1NCPT%S%X VioMES NORTH DANUBE ROAD NOW" 135.00 Denotes Dm*,nate E Uhli}y Easement Bearings shown ore assumed O Ueno�es iron monurne4 00 ki cor'tlws FIXI "d fie ;,t LoT 5 BLOCK 3 INNseRucw N hereby certify that this is a true and correct representation of a survey of the boundaries of the above described land, and of the location of all buildings, thereon, and all visible encroachments, if any, from or on ` said land. As surveyed by me this day of /Yb� A.D. 1911. SUBURBAN ENGINEERING, INC. , n} Engineers Sury .yore 5 ---CQ a inEh, 0 e 9 PARTIAL RATE SCHEDULE i PLUMBING FIXTURE RATES: Number Fixtures ................ NO. BATE TOTAL x $2.00 $ b o Future Fixture Opening .... i ...... x $1.50 t New Fixture Olaf Opening .......... x $1.50 $ Catch Basin .................... —x$3.25 i Water Beater !Up to 99.000 BTU) .... x $3.00 iG New Ground Run Old Bldg......... x $3.25 $ Electric Water Haater.............. a $200 $ GAS FITTING FEES. NO. RATE TOTAL 1st 3 Fixtures . • • • ........... • % x $200 Additional Flaturea ................ x $ .76 $ Gas Range to 199.000 BTU ............ x $5.00 i State Surcharge $ .50 REPAIRS It ALTERATIONS—Refer to Cede _ Description o o a o . ... .. a.. o .. o.. . w... ....... • ... • o • .... TOTAL FEE $ City of iiidley: I%e undersigned hereby makes application for a permit for the work herei, specified, agreeing to do an work in strict accordance with the City Ordinance and riding of the Department of Buildings, and hereby declares that all the fact and representations stated in this application mire true and correct Owner ,19_ bind of Building Used as To be completed about Estimated Cost, i Oldj CNew)Building Permit ROUGH FIKAL I Business Phune No C? 3 ,D a SOIL & MATERIALS ENGINEERS, INC. Springfield Builders, Inc. 3713 Foss Road Minneapolis, Minnesota 55421 Attention: Mr. Lee Kupcho /14(4 Re: Footing Inspection at North Danube Road in Fridley, Minnesota. Lot 5, Block 3, Innsbrook North, 1st Addition Section 19, Township 30, Range 23 Ramsey County, Minnesota. Dear Mr. Kupcho: September 28, 1973 On September 24, 1973, the undersigned inspected foundation excavations at the southwest corner of the proposed residence to be located at the above site. At that time, 3 (three) hand auger probes to a maximum depth of 36 inches below the excavation grade were performed to determine the suitability of soils for support of foundations. These bearing soils consisted primarily of gray silty clay containing some fine to medium sand and a trace of gravel. The unconfined compressive strength of this material as determined by a hand penetrometer varied from 2,500 to 3,000 pounds per square foot. The level of the foundation excavation at this corner of the proposed structure varied from approximately 10 feet to 12 feet below the surrounding grade. According to our understanding, soil borings were performed at this building site by Soil Engineering Services and reported in their job number 19477. Soil boring number 2 as reported in that report was located in the area of the southwest corner of this building and indicates similar soils as those encountered during our inspection to exist to a depth of 20 feet below the ground surface SOIL & MATERIALS ENGINEERS, INC. ■ 7900 77TH AVENUE NORTH, MINNEAPOLIS, MINNESOTA 55445 ■ (612) 425-6478 DENNIS M. ANDERSON, RE. JAMES H.OVERTOOM Affiliate of MICHAEL L.LARSON, P.E. JOHN R.GNAEDINGER P.E. STS CONSULTANTS, LTD. DARRELL F. SCHNEIDER, P. E. CLYDE N. BAKER, JR., P.E. CONSULTING ENGINEERS DIVERSIFIED INC. A 2 at the time of that investigation or approximately 6 feet below the deepest excavation inspected. On the basis of the available soil information, it is our opinion that the soils encountered during this inspection are suitable for the support of spread footing type foundations utilizing a maximum net allowable soil bearing pressure of 2,000 p.s.f. It was recommended at the site that all loosened or disturbed materials within the foundation excavations be removed prior to placement of foundation concrete. If there are any questions with regard to this report, or if we can be of further service to you in any way, please do not hesitate to contact us. Very truly yours, SOIL & MATERIALS ENGINEERS, INC. James H. Overtoom, P.E. Project Engineer Michael L. Larson, P.E. Chief Engineer I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAW THE STATE OF(TSOTA. DATED 9 2v RAG. NO.lo3%v Dist: 3 cc: Springfield Builders, Inc. 1 cc: S.T.S., Inc., Northbrook 1 cc: Files /cab SOIL & MATERIALS ENGINEERS, INC. February 5, 1974 Springfield Builders, Inc. 3713 Foss Road Minneapolis, Minnesota 55421 S.M.E. Job No. 90270 Attention: Mr. Lee Kupcho Re: Insti of Foundation Wall Failure Lo S, �L. �', z7AMS e/� U C ✓� pec at North Danube Road in NOP— -)-1 Fridley, Minnesota. Dear Mr. Kupcho: On October 26, 1973, the undersigned inspected the existing in place foundation walls at the above site for a single family residence paying particular attention to the area at the southeast corner of the proposed garage where a wall failure had occurred. The foundation wall in this area consisted of 12 inch masonry block which in this area was approximately 16 courses high. At the time of this inspection, portions of this wall had been knocked down and the backfill on the outside of the building removed. About 14 courses of block had been removed in this area. Lateral movement of wall and observation of some vertical cracks adjacent to the failure indicate that the failed portion of the wall had moved toward the inside of the building in the garage area. This type of movement would be precipitated by excessive pressures on the outside of the wall which could be caused by the backfill material or the weight of earth SOIL & MATERIALS ENGINEERS, INC. ■ 7900 77TH AVENUE NORTH, MINNEAPOLIS, MINNESOTA 55445 ■ (612) 425-6478 DARRELL F. SCHNEIDER. P.E. KEITH R. CASWELL.JR.. P. E. Affiliate of MICHAEL L.LARSON.P.E. JOHN P. GNAEDINGER. P,E. STS CONSULTANTS, LTD. JAMES H.OVERTOOM,P.E. CLYDE N.SAKER.JR. ,RE. CONSULTING ENGINEERS DIVERSIFIED INC. Ism moving equipment working on top of the backfill. According to our under- standing, the wall failure occurred as earth moving equipment was at work placing backfill on the outside of the building in this area. On September 24, 1973, the undersigned inspected the foundation excavations at the southwest corner of the proposed residence including an area underneath the failed portion of the wall. This inspection consisted of visual observations and hand auger probes to a maximum depth of 3 feet below the bearing grade and indicated satisfactory bearing materials as reported in our letter of September 28, 1973. Although some settlements in bearing materials may normally be expected due to the loading of the structure on the soils, these settlements would normally be expected to be small with the anticipated loadings of this type of structure and would not occur until the major portion of the loading due to the structure is developed. Therefore, it is our conclusion that the failure of the walls in this residence is caused by horizontal loadings due to construction equipment operating too closely to the laterally unsupported walls of the structure. If there are any questions with regard to this report, or if we can be of further service to you in any way, please do not hesitate to contact us. L HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT V AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATED - % YREG. NO. !w Very truly yours, SOIL & MATERIALS ENGINEERS, INC. 4:--aJawmes H. Overtoom, P.E. Michael L. Larson, P.E. Chief Engineer Dist: 3 cc: Springfield Builders, Inc. I cc: S.T.S., Inc., Northbrook 1 cc: File � a � March 8, 1974 Mr. Darrell Clark Building Inspection Department Village of Fridley Fridley, Minnesota Dear Mr.. Clark, Springfield Homes (Lee Kupcho) is building -a home for me at 1465 North Danuble (North Innsbrook addition). As you know, we encountered several problems during construction of home and I would like your comments as to what the builder should have known, and therefore probably liable for, during construction of home. Peat Condition ® I had the land tested by a soil exploration company and soil conditions were made available to builder. He bid a fixed price for excavating but after starting job he wanted more money because of the peat condition. (You may not be able. to help on this matter.) Sewer - Builder contends that City of Fridley made an error in approving sewer arrangement. He was unaware that sewer was only six feet underground, thereby, requiring additional plumbing including an injection/sump pump system. As a result, the sewer_ is above the basement floor and I have additional expenses plus a house that is less marketable. Any comments you could provide may be helpful in establishing whether he or I am liable for additional expenses. I would also appreciate your close scrutiny on final inspection and point out to me any potential problems in construction of home. Completion of home anticipated within two weeks. Thank you for your response prior thereto. Sincerely, Duane F. Narog s C. �'�� March 8, 1974 Mr. Darrell Clark Building Inspection Department Village of Fridley Fridley, Minnesota Dear Mr. Clark, Springfield Homes (Lee Kupcho) is building a home for me at 1465 North Danuble (North Innsbrook addition). As you know, we encountered several problems during construction of home and I would like your comments as to what the builder should have known, and therefore probably liable for, during construction of home. Peat Condition - I had the land tested by a soil exploration company and soil conditions were made available to builder. He bid a fixed price for excavating but after starting job he wanted more money because of the peat condition. (You may not be able to help on this matter.) Sewer - Builder contends that City of Fridley made an error in approving sewer arrangement. He was unaware that sewer was only six feet underground, thereby, requiring additional plumbing including an injection/sump pump system. As a result, the sewer is above the basement floor and I have additional expenses plus a house that is less marketable Any comments you could provide may be helpful in establishing whether he or I am liable for additional expenses. I would also appreciate your close scrutiny on final inspection and point out to me any potential problems in construction of home. Completion of home anticipated within two weeks. Thank you for your response prior thereto. Sincerely, -7, Duane F. Narog l 560-3450 City of 7rijley ANOKA COUNTY 6431 UNIVERSITY AVENUE NE April 23, 1974 FRIDLEY, MINNESOTA 55421 Mr. Lee Kupcho Springfield Homes 3713 Foss Road N.E. Minneapolis, Minnesota 55421 Re: Final at 1465 North Danube N.E. Dear Mr. Kupcho: On April 19, 1974 our office was asked to make a final inspection for occupancy at 1465 North Danube N.E. We found the grading to be incorrect in that it appears that surface water would run towards the structure rather than away. The basement showed evidence of water seepage and is probably due to improper grading. Also there are some cracks in the masonry in the basement that need repair. We also noted some holes in the basement floor that also need to be properly repaired. A hand rail was missing which the owner might have removed to move some furniture. This should be reinstalled right away. We have allowed occupancy however we will reinspect the premises on June 3, 1974 for final approval. If you have any questions on this matter, please feel free to call me at 560-3450. Sincerely, DARREL G. CLARK Community Development Adm. DGC/mh CC: Duane F. Narog 2535 Cleveland Street N.E. 560-3450 C'it ® yrictle 'y ANOKA COUNTY 6431 UNIVERSITY AVENUE NE FRIDLEY, MINNESOTA 55421 July 15, 1975 Springfield Homes 3713 Foss Road Minneapolis, Minnesota Attention: Lee Kupcho Re: Hard Surfaced Driveways at: 1496 North Innsbruck - Mike Swenson 1465 Nortji Danube - Duane Narog Gentlemen: A recent inspection of the North Innsbruck Area brought to our attention that the driveways at the above captioned addresses have not yet been hard surfaced. Please recall that it was a stipulation of the building permits that the driveways be hard surfaced. By hard surfaced, it is intended that it be either blacktop or concrete. Would you please complete the construction of these driveways on or before September 1, 1975. If you have any questions with reference to these matters, please call me at 571-3450. rs'vexy truly, DZ CLARK✓L Community Development Administrator DC/cs cc: Mr. Mike Swenson Mr. Duane Narog. 7 wXY111. , W Y September 3, 1975 0 Ln A 6 W T N `O Mr. Lee Kupcho • Springfield Homes M 3713 Foss Road N.E. Minneapolis, Minnesota 5.5421 LnQ p Re: Completion of Hard Surface Driveway at 1465 North Danube Road N.E. N W z Dear Mr. Kupcho: _z An inspection as of this date noted that the driveway at 1465 North U' W Danube Road has not been installed. This work should have been p completed quite a while ago. U. We will expect that this work will be completed by October 1, 1975 so that further action will 'not be necessary to gain compliance. N W A reinspection will be conducted on or about October 1, 1975. If any problems arise that would prevent you from completing the driveway by this date, please contact us. z . W Sincerely, z W Q } _H V1 DARREL G. CLARK Community Development Adm. DGC/mh M CC: Duane F. Narog coo 1465 North Danube Road N.E. W H z W U U � s U City of Fridley suedEcr I.El 13537 AT THE TOP OF THE TWINS BUILDING PERMIT S6 RECEIPTO. `L _ COMMUNITY DEVELOPMENT DIV. ^ I ��r'} �Q( r PROTECTIVE INSPECTION SEC. 1 � S /'•'1 CITY HALL FRIDLEY 55432 �.J NUMBER REV. DATE PAGE OF APPROVED BY "•' 612-560-3450 910-F15 5/25/76 JOB ADDRESS 1465 North Danube Road N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. -7—PROPERTY 5 3 1 Innsbruck North Addition SHEET OWNER MAIL ADDRESS ZIP PHONE Duane F. Narog 1465 North Danube Road N.E. 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 ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X 8 DESCRIBE WORK Construct a 20' x 30' Deck 9 CHANGE OF USE FROM TO STIPULATIONS SEPERATE PERMITS REQUIRED FOR WIRING, HEATING, PLUMBING AND SIGNS. SEPARATE PERMITS ARE REQUIRED 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 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 $700 .50 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. $6.00 PLAN CHECK FEE TOTALFEE $6.50 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) /` WHEN THIS IS YOUR � • i',> :%-� �� 6.'�,�'�'`� e� � pPROPERLYVA�LID�ATTED e'�R ,fd�./C.3 � BLDG INSP IPERMIT � �+L.cato�C.tt' � �.J -O� �l /.� DATE ` SIGNATURE OF OWNER IIF OWNERS 1 (DATE) APPLICATION FOR RE'SIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAME: �l�l��i� % 11%ll �'OC BUILDER :( 1 ?� ADDRESS: /�/-6 X', ADDRESS: NO:, STREET: LOT: BLOCK: ADDITION: CORNER LOT: INSIDE LOT: SETBACK: SIDE -YARD: 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: G Depth:Height: Square Feet: 6 D U Cubic Feet: Front: Depth: Height: Square Feet; Cubic Feet: Type of Construction: P7dzq ,�i rL_, Estimated Cost: too To Be Completed: The undersigned hereby makes application for a permit for the work lie -rein specified, agreeing to do all work in stxict 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: SIGNATUF.E :X ' - l%� ; >'17 (See Reverse Side For Additional Information.) `BUILDING PERMIT FEE SCHEDULE SECTION 2. The Inspector of Buildings shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repairs to any existing building or structure, upon application therefore, require the payment by the Applicant for such permit of fees Co the amount herein below set forth and in the manner herein provided to -wit: UNIFORM BUILDING CODE: Type 1, 2 & 4 - $2.15 for each one thousand cubic feet, *or fraction thereof, in such cubical contents. Type 3 & 5 - $1.85 for each one thousand cubic feet. ADDITIONAL INFORMATION For the purpose of computing fees for buildir.;; permits, the cubical contents of any building or addition, is determined by multiplying the ground area covered from a point six (6) inches below the floor line of the basement or the cellar to the average heights -of the upper surface or to the averages height of the roof surface of the main gable of a pitched roof. For repairs or alterations to an existing structure, .the fee shall be at the rate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost of all proposed work. In no case shall the fee charged for any permit as set forth in Section 2 be less than $5.00. VERIFICATION OF FOUNDATION NO^tE: Permits for construction will be issued a minimum of 24 hours from the time of application, to allow for proper review of the proposed structure and of the construction site. A Certified Survey of the lot, showing the location of the foundation, once it has been constructed, will be required before proceeding with the framing. CERTIFICATE OF OCCUPANCY Application for a Certificate of Occupancy shall be made ten (10) days prior to the use or occupancy of any structure for which a building permit has been issued; and said structure shall not be used or occupied until a Certificate of Occupancy has been issued. ., , W- :ail STATE OF MINNESOTA�� Rev. 74 DEPARTMENT of NATURAL RESOURCES 0 Division of Waters, Soils $ Minerals APPLICATION FOR PERMIT TO WORK IN.PUBLIC WATERS the owner of land in Government lot(s) print or type app scant s ncme quarter section(s) lir, sections) , township no.(s) range(s) , Lots 517,7,,E r1 C': 3 T.r.�gl�r•7.^'� i.o.. ?°�. ire no., box no. or ess) fLot, block & zvtason county(ies) tint') :a , which is riparian to Pt1,-nd , nme of lake or strecan applies pursuant to Minnesota Statutes Chapter 105 and other applicable statutes for a permit to work in the. public waters) named above, in accordance with all data, maps, plans, and other information submitted herewith and made a part hereof. PROPOSAL IT IS PROPOSED TO: excavate, = fill, Q construct, AEV remove, (check) Q install, Q abandon, or Q other(specify) rim repro *+a^e j 1 1 ��, .�t_1-►1C.t e THE FOLLOWING: = dam, Q shore -protection, Q shoreline, Q harbor, = channel, Q bridge, (check) [' culvert, Q wharf, Q obstruction, or = other (speoify) JUSTIFICATION Explain why this project is needed: :o -:-ice i�r ; b zildahle r'o*^ Si l ;ice E"fit ? tr '�,rgg:o ENVIRONMENTAL IMPACT 1. Anticipated changes in water and related land resources: 1 .."noroxi-nint-'r iA,o of the exi3t; -IT )1r' ,!e : etl nd : rea 't -d11 be fill ee. to ?. of . i'n.gle f? _4.1,.r 'norte3. 2. Unavoidable but anticipated detrimental effects: ••-inirial reg-zct_on in ter store .e car?a_ity. Loss will be diverted to P 11 acre rrep aonrox� nately 1,0JJ' feet `Tort the loc:+tio*1 in e•1P:�ticn. 3. Alternatives to the action proposed: Cc n"• e'n'_in tion PROJECT SITE DATA 1. Describe the type and amount of aquatic vegetation present: zJ,- ;ed -le cattails. 2. Describe the nature of the material beneath the water: 3. Describe the nature of the upland area: 'ed. y a l �,�' ► OCT 47 riEG 4. Describe type and amount of nearby shoreland development: �'^i�i�.�7�!� i �s •.i. f �� r �� •'�•.J%t tr s A '•1T vi w �leP la an 11 acr pon^i � a c; rJ tla-'!3 area tip=?t. 13 r 2i.i,•� tti'-' ;;nd W-11 be C-nntlnected b-ir stor^ S. ENCLOSE SKETCH DESCRIBING WATER LEVEL FLUCTUATIONS. (see instructions) ATTACH EXTRA SHEETS IF NECESSARY (conelnued on reverse aide) Channelling Existing Total length (feet) - - - - - - Length in lake/stream (feet)- - - Bottom width (fast) - - - - - - - Side slopes (ratio) w -S4 CONSTRUCTION DATA (also attack sketch or drw-eng) Proposed Alterations a12% shore. Proposed Distance along shore (feet)- - - - Distance wateryard (feet) - - - Average depth (feeE)» - - - - - Thickness of fill material (feet)- - - 7 • Gradient (S)- - - - - - - - - - - Depth of excavation (feet) - - - - - - 4 I. Describe type of excavation equipment to be used, if known: vpckhoe ;?nd cat 2. Describe location (include map) and characteristics of spoil disposal site proposed: )=.3?t will be St7.c—,iled on New Br_ -htr)n 1;n'Zd linti 1 Co'-p-i3tnicti^'! 13 con-0ete. Then it ,dll be bro-l'.t burr to vp-in-IS SifiR3 ?.S to -%soil. 3. Would maintenance excavation be necessary? (clreak) (= YES L:7 Explain: 4. Volume of material to be removed initially (cubic yards): Muck or silt: Sand or gravel Rock or stone ATTACE#MMENTS Q $15.00 filing fee, Q photographs, Q other (specify) Applicant declares that information submitted herewith and statements made herein are a true and correct representation of the facts, and that the filing of this application and information with the Commissioner of Natural Resources is prima facie evidence of the correctness thereof. COMPLETE APPLICATION SUBMITTED T0: (1) Nme of azty or towns 'p etreet d post o fZae (2) Name 6f waterahid diSt21110t (3) Shoreland Management Administrator of County State of Minnesota ) ss. County of ) on this day of , 19 Dated this 7, day of Q.:1- _ 19 77 Signed 7n7errs (;nrn. rN . t -,i n (appZacant) • 9889 Address 22'00 Jilver Lake Road City pr.; "Hton State Zip coder 1 L. AFFIDAVIT Phone before me personnally appeared who being first duly sworn and to me known to be the person who executed the foregoing application, acknowledge(s) that executed the same as own free act and deed and i that the statements, maps, plans, documents, and other supporting data are true and correct according to best knowledge and belief. Notary Public County My commission evni,w. TO W-221 - � - • , �F�� Rev. 74� STATE OF MINNESOTA DEPARTMENT of NATURAL RESOURCES Division of Waters, Soils and Minerals b �. NOTIFICATION OF PERMIT APPLICATION INSTRUCTIONS FOR TIO 04 t�' HE APPLICANT Minnesota Statutes, Section 105.44, Subdivision 1, requires you to supply a complete copy and all supporting data of your water permit application to the following: A) The chief executive officer of the city or township within which the project is located. B) The secretary of the Board.of Managers of the watershed district, if any, within which your project is located or which your project may affect, You MUST. certify having served the complete application on the above in the box on the back side of the application form W -S4. IN ADDITION, if.your project is NOT located in a city, a complete copy and all supporting data of the application should be submitted to the Administrator of the Shoreland Manage mens Program for the affected county. Complete this form for each notice served on a local government official. SECTION I (TO BE COMPLETED BY APPLICANT,? TO: A) Chief executive officer of the (check) N( city, Q township of G 0= )rinntt or B) Secretary of the board of managers of the watershed district. print or type name C) Administrator of the shoreland management program of county. _P41le"- er CORDO, T/Oi✓ (print or type name) FROM: 2 -ZOO SP-464FAL LAks%1o*0 .5-37/Z. Date: OGT % 19iz pRnt or type name and address of app icant INSTRUCTIONS FOR THE LOCAL GOVERNMENT This report from provides you an opportunity to submit input to the Department of Natural Resources to assist in deciding whether to grant, modify, or deny the requested permit. It is NOT absolutely necessary for local agencies to officially approve or disapprove the project or make any recommendation, although this may be done if desired. It is requested that.local agencies indicate the following, as applicable: A. The relationship of the proposed project to local plans for the affected water and related land. B. The relationship of the project to local land use controls including flood plain and/or shoreland regulations. (continued on reverse side) • w? -221 C. Any possible effects of the proposed project on the water resource, navigation, fish and wildlife, conservation, pollution, and the general public interest. D. Any recommended modifications in the proposal or other alternative way of achieving the desired objective which would reduce undesirable effects. E.. Any pertinent factual data available concerning the water body or the proposed project. F. Reasons for any local objections. Please complete this form and return to the address shown in the lower left corner of this page within 15 days, if possible, or inform the department if additional time is needed. SECTION II (TO BE COMPLETED By CITY, TOWNSHIP, WATERSHED DISTRICT OR COUNTY) The applicant named on the opposite side of this form submitted a copy of his water permit application on 19 It has been reviewed and the following comments are submitted for consideration by the Department of Natural Resources. P:,atted properties are included in a storm sewer plan for the area. Properly developed, the lots in question should not be detrimental to overall development in the area. However, limits of fill should not encroach more than 20 feet intoe the.:existing401 rear yard •dra.inage and utility easement, without- appropriate extension of existing storm sewer system. (Attach additionaZ sheets if necessary) Dated October 24, 1977 19 Gov't Official's name Richard N. Sobiech, P.E. RETURN TO: (print or type) DEPARTMENT OF NATURAL RESOURCES Signature Division of Waters, Soils & Minerals Regulations Unit. Title Public Works Director Centennial Building St. Paul, MN 55155 Address 6431 University Avenue NE Fri-dley, MN b5432 :irr o� fRIDt[Y • + •u, COUNTY OF ANOKA •B'.�L.. 0 d •\\� aai4. M-. d, Ia pp___ _.pop_ __Ipapp-- _.-. 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MATTERHORN N.9.4o — � I i •�>>1 1� � n �14 �.� F Y� d Y . �trtl01 . f •{ `� r fill • ;j 4 $1 CIS 1 • a I SBRUCK NORTH 2 "° ADDITION m N iMOCwp. a . • ko 1 m U T L D p arra E � 14 g i r, `•• •9. � di " ¢ e aid cif -- •--�-- � pIa a ids,:�o., Bio', �� :'Ci �,Ip`�II � �� .,, � .K,„�� - 1Y- i1\, i:n sp v' .��,/' °'� V g ; S' hY17 •. bf K sr'ce�,.,� � ? lH � LI n'S7 r/H •yeti S,tr� �jd�rr�, a''�rF � � ... , � ,' i r r •� � 0 ate• V I `\ \ � , � �•Yb � � � �J,.rs,� t g �• u-- --`�o ii `t 4 J s e+r . � •r 1� 71 �Ss�<••P� /` 1•'`'�� •,r t Bsoss. ��rc►•sY�^ Sgea. a� . °9;i� ��• a s �4P r� lsiPdx�l O: �t€t -' � Qa 'a• •'0p'r', : %'aw.a•. � cies, � y .t '�ti`� % 11aV t .N %R 1t•�.♦. •0'16-- --V51-' � .Y \ ' VO' "'�” •, .V $ ' dn�r '...-u• mak' •�� M.ssso s.• 4• u�h°Cdl •9"`rg � G `.t VIAT'PP P; •• yr. 1• �� .i>•sufi:r 01`'q:. .r 'a `EG J Mwe Boas- ? 6asa, Sa" 6aaa. o o•IB enaa loa.s -! m .p `<:r ��- 1 'i� ------ el.oc - t--- -. .. �P -I PL8 �Pl0 G $4 �/• a�eF�B 1 p! 11`I• - !? S m a ell m DRh/E _ate HARSTAD TODD CONSTRUCTION ... ._ eP.-eo S am eam aw+e map . • tl6w g10NIOM. aa1MNt60t� p6tt6 -_��-- --IRet - --00q - -otal--per;♦ 3 a--e°.,e --aaw. _ao.ep' --la.a-- 636-7711 b, ♦ P P �'ieW 1 _ -L � tAO �� From The Desk Of ti` MEMORANDUM p ` RICHARD N. SOBIECH Memo # CM 134 —J PUBLIC WORKS DIRECTOR DATE_ 4-25-79 TO REPLY DUE SUBJECT: y e Moravetz Report Regarding Sanitary Sewer at 1465 North Danube Road Attached, please find correspondence from the resident at referenced address. The gentleman will be appearing before the City Council on May 14, 1979. Could you pl-ease prepare a report indicating the.events and actions by the City pertaining to sanitary sewer at the residence, especially what notification did the City give to the builder, which would have told him how to build the house, etc., so an injection system would not be required. Thanks for your help. RNS:ik S'eir /;�r�'YCh`qD 5- 3, 79 MEMO TO: Ri2hard N. Sobiech, Public Works Director MEMO FROM: C1 a Moravetz, Engineering Aide/Administrative MEMO DATE: May 3, 1979 SUBJECT: Regarding Memo #CM -134 Relating to Owner's Letter Dated 4/20/79 Action taken by the City regarding the construction and development of 1465 North Danube Road, is as follows: Building Permit #12295 was issued in May of 1973. 4/23/74: Letters to Builder (Springfield Homes) informing them of and incorrect grading of said lot. Drainage was running toward 6/4/74 structure rather than away. Copies went to owner. 9/5/74: Report from Soils & Materials Engineers, Inc. to Springfield Builders regarding a foundation wall failure at 1465 North Danube Road. The City Engineering Division required a minimum top of footing eleva- tion of 945.90, approximately 3.5 feet above the service invert (wye elevation). The contractor either ignored this information or requested sewer and water locations after the footings and foundation was construct- ed, therefore creating the need for an injection system. CM:ik IF . 6en-He Alex. i V- 20 _ 7;p lAlz r',u. 2)4vgG,. .A"Oft,e✓r,v, jsv=,..ir API UW4let. iYer", )?'A e MAY A/ �I.ro.sl7goAre /IN& � ewo- `�t-r Memo �i/l expoeeri Aly/ opIn`®Ar do/-, /4y t/•9/_ -Ye. . %lam /9�jdR®w ttr�� /ft - o*,o so�e t� �P.�c.►�r�sp ee tzic��„ t - _-- ,� Yeop�z sso �c M i A?/ vxoAsZ oo Alwet7 v.4 1wey Oocwelew Yv cert l,64 ey.46er Or CortJ>*/litcfi rly? a�.e. I�o�iars �.ps�e•.+sreA Aly A o. v e XVII e 444✓e oqa V5ve-cr fi ,td Ado F,* //oajs Co�s,a.�ii� ,t .' � 7r � . o/At/� ��► ji,� ts� �t�/tL. � � ��`�/% Z" � � ivo � f�+x C X?tot e ol- SoW cA I roo/ xr A Ad we _ At Ja►.ftopopf ��C Ao eac /3tia� �c�� .Ga � ♦� rea.�.®•+► syr�rar �.rk.�/, �r8�, �.�.� - - -- ---- i /'�r..s`�i4�d/e �E.' � ,L t��* �J,�e►o.�• �.� � 7ias,► e C .�yct�ierc �o e.t o s� R� / Ash Loot[ �otaG A t 1s � l//6�► �c�,+� �tao.o�� G �,o�e /� .� �1 vc�y do�tSh�.��las� tj he n W e .4ote. � w .` t>�t e� . 7-Itc Vo/Jea Ao r coo -,u A'w o rt _-- ®ccrt C41 l��sp�... ,•,. ge Klj4W/' ®p' V IjA ► _ 5°-A't. i4Se`�� 0 oeJ- oa - • .. ,� P P•�dt tG G �O.wee _ �O�r-- �0 it- _ -� ✓t-_+i�dl��Geclrave . -49gpjc— vL4:p o>lv®" w .� t��/--1�L�S' a sir -.4%'' roc' a�av i ®/!g6 ^� 'n ®� vao�/�a��►r %� eh a+s.►®�/ ' f rev • � l 190 �/ ��( �,�1p�� /�.� - - » ;',V-#7 ri-" yr 7. er v 2-"' J'Xr ^tel �.4./ X61 r»/ j b OPI __ _ �/ pro �� .�n�rw�• r+sv� '"na �p �j®r�aa/ ' �' J'/ �' ®�! - - -- • �� sir,,,✓ .,4.� �.>r,.� .r9d,�, �,�.�. �.�� .•� viol J.r.Jvt/ - *71 �•�,yr. a• �i►c/ l/ �o 40, � m�ra ,• e.1, ..� xm/V '�07 a, a f/� -a /low Mery -- - ,,,,�,,�+�.� /� �, ' sem%`®�/ �"s..�� ii� tt.� Zcdi r�+�»� �+►> � � � � P'r � _ __ rra .,6msc K erg 2 ;t �� Y..�tf � � +�� *��'/a y & o wm/7r o►n /) susik? P ITNO. City of Fridley 3 0364 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. � • COMMUNITY DEVELOPMENT DIV. _ _ _ j PROTECTIVE INSPECTION SEC. 1 . � NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910415 10/7/99 108 ADDRESS 1465 North Danube Road NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DES CR. 5 3 Innsbruck North Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Joe Fahey 922-8706 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Century Roofing 6336 L dale Ave S Richfield 55423 869-5133 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 O NEW ❑ ADDITION ❑ ALTERATION i REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof house and garage 28 S Tear-off 9 CHANGEOFUSEFROM TO STIPULATIONS Underlayment must comply with the State Building Code. SEPARATE PERMITS ARE REQUIRED 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 $2447 $1.22 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 PERFORMA C OF CONSTRUCTION $83.25 Fire SC $2.45 PLAN CHECK FEE TOTAL FEE Lice a SC .00 91.92 A URE F CON"RACTOR OR AU MORIZED AGENT f 10 TES H N P QfDG i P RLY V L TED THIS I�SUUR P�RMITj-� gAfEfE �`/ S.GNATURE OF OWNEROF OWNER BUILDER1 iDATE, NEW[ ]' Effective 5/10/99 ADDN [ ] CITY OF FRIDLEY ALTER [ J SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: 1401 A]. Zm u& It Legal Description: Owner Name & Address: Tel. # JZ2 4 Contractor: MN LICENSE �W. Address: ! �,Q Tel. /# ch to this application, a Certificate of Survey of the S lot, with the proposed construction drawn on it to scale. DESCRIPTION OF BIPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: -T ®. S A" ", 2% ems, _ Construction Type: Driveway Curb Cut Width Needed: Estimated Ft. + 6 Ft = Ft x $ M DATE: APPLICANT: Tel. ## CITY USE ONLY Permit Fee $ Fee Schedule on Reverse Side Fire Surcharge $ _ .001 of Permit Valuation (1/10th%) State Surcharge $ $.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 [ J TOTAL $ STIPULATIONS: BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE $1 to $500 $501 to $2,000 $2,001 to $25,000 $25,001 to $50,000 $50,001 to $100,000 $100,001 to $500,000 $500,001 to $1,000,000 $1,000,001 and up FEES $23.50 $23.50 for first $500 plus $3.05 for each additional $100 or fraction thereof, to and including $2,000 $69.25 for first $2,000 plus $14.00 for each additional $1,000 or fraction thereof, to and including $25,000 $391.25 for first $25,000 plus $10.10 for each additional $1,000 or fraction thereof, to and including $50,000 $643.75 for first $50,000 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,000 $993.75 for first $100,000 plus $5.60 for each additional $1,000 or fraction thereof, to and including $500,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5,608.75 for the first $1,000,000 plus $3.15 for each additional $1,000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $15.50. Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $23.25. VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been 'constructed will be required before proceeding with the framing. CITY OF FRIDLEY INSPECTION DIViSION 6431 University Ave NE Effective On January 1, 200 Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE JOB ADDRESS 1141.0S tU l� nu (,�, QJ( n SCHEDULE OWNER JOSe01� �ke..j Residential Rate TOTAL Furnace Shell and Duct Work, Burner - l BUILDING USED AS We.t1 Also Replacement Furnace $ 30.00 $� (Side Vent - Fill Out Back) UW Gas Piping (Needed with new furnace, $ 10.00 $ ESTIMATED COST PERMIT NO. but not replacement) DESCRIPTION OF FURNACE AND OR BURNER Gas Range $ 10.00 $ No. of Heating Units Circle One (Steam) (Hot Water Warm Ai Gas Dryer $ 10.00 _ $ Trade Name_ Size No. li a ^ BTU HP EDR *Air Conditioning All Sizes $ 25.00 $ o2&00 Fuel_NCY-Total Connected Load All Others/Repairs & Alterations (LIST ON BACK) Burner Trade Name Size No. 1% of Value of Appliance or Work $ BTU HP EDR Commercial/Industrial Corrlcjr - 3T7,*030 2•SfPVX 1.25% of Value of Appliance or Work $5.� 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 at State Surcharge $ .50 rulings of the Building Division, and hereby declares that all the facts and TOTAL FEE $ representations stated in this application are true and correct. SS -SU DATE f:� 1-yo�• MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION HEATING CO QU_ C. S ee* Me4dk REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE Signed ® TEL # S+ cZ REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without Approved Rough In Date Final Date written permission from adjoining property owner. l y co s Ili- bwx%ie. Z4 frc, COMMON VENT, VENT CONNECTOR AND COMBUSTION AIR VERIFICATION When replacing an existing furance, 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 �o ( ) When installing 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-GAMA 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 VfNo ( ) Appliance Type and Size/Common Vent and Vent Connector Information Appliance #1 Type a BTU Input Fan Assisted or Nat Appliance #2 Type W v ,e_a TU Input Fan Assisted or Nat itiE 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 Heightft Length �_ft Diameter in Type„` Appliance #3 Vent Connector Height �ft Length ft Diameter in Type ALTERATIONS: (Describe) HEATING CO:m,,- 14 5fte Signed By: Date : CITY OF FRIDLEY INSPECTION DIVISION Effective On January 1, 2002 6431 University Ave NE , Fridley, MN 55432 APPLICATION FOR MOWER PLANTS AND HEATING, COOLING, VENTILATION, (763) 572.3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE SCHEDULE s' JOB ADDRESS_ i4(0-5 N D T -)OA Residential Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, but not replacement) Gas Range Gas Dryer *'Air Conditioning - All Sizes Rate $ 30.00 P, geg1 Ac0 10-00!, �' $ 10.00 $ 10.00 $ 25.00 All Others/Repairs & Alterations (LIST ON BACK) I% of Value of Appliance or Work '.ommercial/Industrial 1.25% of Value of Appliance or Work State Surcharge TOTAL FEE 4 9INIMUM FEE FOR AMY HEATING/COOLING/VENTILATION 1EFRIGERATION/AIR OONDITIONING PERMIT IS $25 AO ILUS THE S. STATE SURCH RGE .EINSPECTION FEE $47.00/Hr 1kir Conditioners can not be placed in a side yard without •ritten permission from adjoining property owner. TOTAL k BUILDING USED AS ESTIMATED COST �?QQ0 60 PERMIT N0. A DESCRIPTION OF FURNACE AND OR BURNER No. of Heating Units Circle One (Stearn) (Hot Water) (Warm Air) Trade Name Size No. BTU HP EDR Total Connected Load �►�2y'n�►� Sefte y\ i} u� P, -e A Burner Trade Name Size No. $ BTU HP 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 an $ .50 rulings of the Building Division, and hereby declares that all the facts and $ 0 s, .'�-o representations stated in this application are true and correct. River City Sheet McNInG. HEATING CO 9928 Bluebird St. N.W eaun Rapids, 65433 - Signed _ 163 754-2199 TEL # FAX # — 44��b q Approved By JR d_ Rough -in Date' Final Date 01 SUBJECT PEP0jjX.NQaF City of Fridley t1jS 3 4 0 AT THE TOP OF THE TWINS BUILDING PERMIT RECEIPT NO. r.� COMMUNITY DEVELOPMENT DIV. ` - ______ � PROTECTIVE INSPECTION SEC. r /,549 I NUMBER pEv DATE PAGE OF • PROVED By �.j CITY HALL FRIDLEY 55432 L 763-571-3450 910415 4/3/03 JOB ADDRESS 1465 North Danube Road NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5 3 Innsbruck North Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Joe Fahey 1465 North Danube Road NE 763-572-1194 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Standard Water Control 5337 Lakeland Ave N, Crystal, MN 55429 763-537-4849 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 1522 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑R ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE B DESCRIBE WORK Install drain tile 9 CHANGEOFUSEFROM TO STIPULATIONS o' ection Cards RElti�rke A e Will ailed PLUM�R�INdAN SIGNS To Homeowner To Post SEPARATE PERMITS ARE REQUIRED 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 '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 $5,350 $2.67 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- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOTAL FEE Lice e SC $5.00 $138.27 SIGNATURE OF CON'RACTOR OR AUTHORIZED AGENT IDATEI NWPEN PROPERLY VALIDATED THIS IS YOUR PERMIT El OG INSP DAfE S,GNATU RE Of OwNERnv OWNER BU40ERI IDATEI 01 FROM : FAX NO. : 7635371882 Apr. 03 2003 08:29AM P1 NEW [ J CITY OF FRIDLEY Effective 1/1/2003 ADDN [ J 8431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ J SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION Construction Address: Legal Description: Owner Name &, Ai Tel.# MN LICENSE # Tel. # %y9 Attach to this application, a Certificate of Survey of the lot with the proposed construction drawn on it to scale. .. DESCRIPTIQK of IMPROVEMEW, LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Gmund Sq. Ft. OTHER: Construction Type Estimated Cost Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = g DATE: D APPLICANT: Tel. #Zj4f- � P 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. Permit Fee Fire Surcharge . State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge TOTAL . . CITY USE ONLY - Fee Schedule on Reverse Side .001 --of Permit Valuation (1110th%) $.50/$1,000 Valuation $1275 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 [ J. STIPUI A IONA- C "t CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-36U4 YAX: ADDRESS 1465 N DANUBE RD NE PIN 243024420024 LEGAL DESC INNSBRUCK NORTH LOT 5 BLOCK 3 PERMIT TYPE HEATING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : FIREPLACE VALUATION NOTE: INSTALL TWO GAS FIREPLACE VALUE OF APPL OR WORK 6100 APPLICANT FIRESIDE HEARTH & HOME/ALLIED FIRES 2700 N FAIRVIEW AVE ROSEVILLE, MN 55113 (651) 633-2561 C�lii/►1 DIS FAHEY JOSEPH B & KATHY JO 1465 N DANUBE RD 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 worl will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. 571-1287 PE T NO.: 2004-00412. r DATE ISSUED: 03/31/2004 HEATING REPAIRS/ALTERATIONS 25.00 STATE SURCHARGE, MECH FLAT 0.50 TOTAL 25.50 PAID WITH CHECK # 606767 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF FRIDLEY INSPECTION DIVISION 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, C -f63) 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES FAX (763) 571-1287 RATE SCHEDULE Residential Rate TOTAL Furnace Shell and Duct Work, Burner - Also Replacement Furnace $ 30.00 $ (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, $ 10.00 but not replacement) Gas Range $ 10.00 $ Gas Dryer $ 10.00 $ *Air Conditioning - All Sizes $ 25.00 $ All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work $ Commercial/Industrial 1.25% of Value of Appliance or Work $ State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. $ .50 Effective January 1, 2004 JOB ADDRESS 11-1&5 H c e\ %Ob -e. ROk OWNER ;:ae- ,��Aey BUILDING USED AS Re Stc en c. e ESTIMATED COST _6 " �ro PERMIT DESCRIPTION OF FURNACE AND OR BURNER No. of Heating Units Circle One (Steam) - (Hot Water) (Warm Air) Trade Name /4e'M T •r- G 1 o FIT N309 Size No. BTU HP EDR Fuel --=& Total Connected Load Burner Trade Name Size No. BTU :3 av-6� HP 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 an rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. DATE 3 AfiWFhSWe HEATING CO 's meam& - /j/ zW f. fthmr Ae. Signet 1--=-/ Ro e.ua��s TEL # 84f£561 FAX # Approved B � Rough -In Date' Final Date FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE THE BELOW MUST BE FILLED IN WHEN REPLACING FUEL BURNING APPLIANCES OR'THE APPLICATION WILL BE RETURNED When nla inn anan avinfing gran _ _, 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 manufacturers specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes( ) No( ) The BYi�tingsnmbuctrnn air is sized and installed to meet the current codes and manufacturers specifications. Yes () No ( ) When required to Install a new t--nmht ictinn ai ; it will be sized and installed to meet the current codes and manufacturer's specifications. Yes( ) No( ) When In-cfAlljng a new venting spqam, the undersigned hereby verifies that it Is'a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAIVIA 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 #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 N HEATING CO: Signed By. Date: Building BUILDING Permit No.: "WM,, CO P Inspections�A RESIDENTIAL APPLICATION Received s 763-572=3604 • CITY OF FRIDLEY Date Rec'd: t wip, DATE `` Gr Cl r% YOUR E-MAIL ADDRESS SITE ADDRESS THIS APPLICANT IS: ❑ OWNER beONTRACTOR PROPERTY OWNER/ NAME:_ Zo.,-- / K A l� T-- �� _ L' � TENANT ADDRESS: 14A5 % �rn� K c IJ CITY 4' 1C 1 d l' s STATEVAXIP S S U3 0 PHONE: 76 6 ? a // 9 t/ CONTRACTOR NAME: w L ,, LQ V- J c.e STATE LICENSE #_ k 7j (.S EXP DATE SUBMIT A COPY OF YOUR STATE LICENSE ADDRESS: ��(00 /a'"- I-AIAkV CITY wo STATE��_4,-_-y�O3 WITH APPLICATION PHONE V3 4Z 2S6 FAX PROPERTY TYPE MSINGLE FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILYINEW CONSTRUCTION STORIES PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED ❑ WINDOWS ROTO _ ❑ DRAIN TILE ❑ BASEMENT FINISHMAG ❑ DECK O'g AG ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: ❑ NEW ❑ ADDITION e*tgNTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT Sq. Ft. ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING SUBMIT: GARAGES ❑ ATTACHED GARAGE 1. Existing Floor Plan PROPOSED SIZE: ❑ DETACHED GARAGE 2. Proposed floor plan PROPOSED HEIGHT: 3. List of structural members to be used SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, nyI Msoffit ADDITIONS. &PORCHES SUBMIT: ❑ Aluminum ❑ Trim I . Site Plan/Survey showing the existing structures ❑ Other ❑ Fascia and proposed project.. WINDOWS 2. Two sets of construction plans . IN EXISTING OPENINGS lues ❑No 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 VALUATION $_ , 9 "Wt) OCCUPANCY TYPE Permit Fee $ See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Fire Surcharge $ / ® .001 times the total job valuation Surcharge $ 6_ f9a .0005 x Permit Valuation Minimum $.50 License Surcharge $ , O(7 $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 Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ J� .652,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 understand this is not a permit 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 I requ' s r ew d approval of plans. � / SIGNATURE OF APPLICANT PRINT NAME ("ss- (4 40 ��u�I V^ DATE Z - d Page 2 - Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for Is' $500 plus $3.05 for each additional $100 or fraction, to and including $2,000 $2,001 to $25,000 $69.25 for 1' $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $391.25 for I' $25,000 plus $10.10 for each additional $1,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for 1" $50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for I' $100,000 plus $5.60 for each additional $1,000 or fraction to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1' $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the I' $1,000,000 plus $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-5024977 CITY OF FRIDLEY INSPECTION DIV. Effective April 1, 2004 1431 University Ave NE 'ridley, MN 55432 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT 763) 572-3604, FAX (763) 571-1287 MARK N11MRFR OF FDM IRFS Tr) RF IrucTAI I Gn nti veru M nn0 MEN ILUMBING FIXTURE RATES: NO. RATE TOTAL JOB ADDRESS_ 6&AAA1 . - 0-S OW VVI/ Jew Fixtures $10.00 The undersigned hereby makes application for a permit for the work herein )Id Opening, New Fixture $10.00 specified agreeing to do all work in strict accordance with the city codes leer Dispenser $10.00 and rulings of the Building Division, and hereby declares that all the facts flow Off Basin $10.00 and representations stated in this application are true and correct. :atch Basin $10.00 FAHEY, JOSEPH(/ /i3 Iain Water Leader $10.00 1465 NORTH DANUBE ROAD , 206(a lump/Receiving Tank $10.00 FRIDLEY, MN 55432 Vater Treating Appliance $35.00 OWNER _ (763) 572-1194 hater Heater -Electric $35.00 Vater Heater - Gas** $35.00 ?Sy V BUILDING USED AS k.C'Si d e4,iC_e_ Sas Range** $10.00 las Dryer** $10.00 ESTIMATED COST �� o^o PERMIT NO. lack Flow Preventer Required ( )Yes () No Type $15.00 1 _ PLUMBING COMPANY O � Y�, a'VVk Lk/vv1 DQ teinspection Fee $50.00/Hr ILUMBING FIXTURE RATES: NO. RATE TOTAL JOB ADDRESS_ 6&AAA1 . - 0-S OW VVI/ Jew Fixtures $10.00 The undersigned hereby makes application for a permit for the work herein )Id Opening, New Fixture $10.00 specified agreeing to do all work in strict accordance with the city codes leer Dispenser $10.00 and rulings of the Building Division, and hereby declares that all the facts flow Off Basin $10.00 and representations stated in this application are true and correct. :atch Basin $10.00 FAHEY, JOSEPH(/ /i3 Iain Water Leader $10.00 1465 NORTH DANUBE ROAD , 206(a lump/Receiving Tank $10.00 FRIDLEY, MN 55432 Vater Treating Appliance $35.00 OWNER _ (763) 572-1194 hater Heater -Electric $35.00 Vater Heater - Gas** $35.00 ?Sy V BUILDING USED AS k.C'Si d e4,iC_e_ Sas Range** $10.00 las Dryer** $10.00 ESTIMATED COST �� o^o PERMIT NO. lack Flow Preventer Required ( )Yes () No Type $15.00 1 _ PLUMBING COMPANY O � Y�, a'VVk Lk/vv1 DQ teinspection Fee $50.00/Hr SIGNED BY C� �� STEL N0. 2 927%cl033 kLL OTHERS AND/OR REPAIRS AND ALTERATIONS 1.25% of Value of Fixture or Appliance Approved By Rough -In Date Final Date State Surcharge $ - Sd TOTAL FEE $ SD MINIMUM FEE FOR ANY PLUMBING/GAS PERMIT IS $15.00 or 5% OF COST -3 OF THE IMPROVEMENT WHICHEVER IS GREATER PLUS THE SURCHARGE. ',OMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. '"PROVIDE COMMON VENT INFO ON BACK SIDE FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS 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 installing 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-GAMA 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) HEATING CO: Signed By: Date : rn_'Ma IZ-L WC $ 5,,;25" BUILDING e $ .91-7, g f 65% of Building Permit Fee RESIDENTIAL APPLICATION $ 26, 1 R eived By: 763-572=3604 $ CITY OF FRIDLEY License Surcharge Date Rec'd: L_ DATE ID � O %LL YOUn�R E -//MAIL ADDRESS $ SITE ADDRESS l 7� ZA2 Q !/I r t De k Gl' Er l d `e irk $ THIS APPLICANT IS: ❑ OWNER WPONTRACTOR $ PROPERTY OWNER/ NAME: $ TENANT ADDRESS: IV 0 G,yi w 6-c e cX CITY J .4 STAT IP Agreement necessary ( ) Non Necessary ( ) PHONE: (a $ 31 CONTRACTOR NAME: td •P 1 .f STATE LICENSE/3b&-6FDATE 31 SUBMTT A COPY OF YOUR STATE LICENSE ADDRESS: ®� &0 /99 ' STATNVZIP S53d 3 WITH APPLICATION PHONE 4 Z S- FAX IV®� 3 PROPERTY TYPE INGLE FAMILYNEW CONSTRUCTION SIZE ❑ TWO FAMILYMEW CONSTRUCTION STORIES 4vlA PERMIT TYPE IrADDITION ❑ GARAGE/SHED ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE ❑ DECK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: ❑ NEW *1MDPPION ❑ MAINTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: % �6(.S® yl SIZE OF IMPROVEMENT LENGTH WIDTH / HEIGHT / Sq. Fa ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING SUBMIT: GARAGES ❑ ATTACHED GARAGE 1. Existing Floor Plan 2. Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl ❑Soffit ADDITIONS. & PORCHES SUBMIT: ❑ Aluminum ❑ Trim 1. Site Plan/Survey showing the existing structures ❑ Other ❑ Fascia and proposed project WINDOWS 2. Two sets of construction plans IN EXISTING OPENINGS ❑Yes ❑No 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: /(,)1, 56 (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $3,XY® OCCUPANCY TYPE Permit Fee $ 5,,;25" See Back Page for Fee Schedule Plan Review $ .91-7, g f 65% of Building Permit Fee Fire Surcharge $ 26, 1 .001 times the total job valuation Surcharge $ .0005 x Permit Valuation Minimum $.50 License Surcharge 100 $ & $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 Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ 31 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 understand this is not a permit but only an application fo permit and kis of to start without a permit; that the work will be in accordance with the approved plan in the case of all work ch quvialyd agproval of plans. , DATE --X Gv _ e " I Page 2 - Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1' $500 plus $3.05 for each additional $100 or fraction, to and including $2,000 $2,001 to $25,000 $69.25 for 15 $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $391.25 for I' $25,000 plus $10.10 for each additional $1,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for 1' $50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for 1' $100,000 plus $5.60 for each additional $1,000 or fraction to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1- $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the 1' $1,000,000 plus $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 REScheck Compliance Certificate 2000 Mnnesota FnerV Code REScheck Software Version 3.6 Release la Data filename: Untitled.rck PROJECT TITLE: Fahey 3 season porch COUNTY: Anoka STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.26 DATE: 03/07/07 DATE OF PLANS: 3/7/07 PROJECT DESCRIPTION: 14'x 18' addition COMPLIANCE: Passes Maximum UA = 70 Your Home UA = 70 0.0% Better Than Code (UA) Permit Number Checked By/Date Proposed and Maximum U Factor Averages Above -Grade Windows and Glass Doors Includes Foundation Windows > 5.6 ft2 Proposed Average U Factor 0.310 Maximum Allowed U Factor 0.370 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U Factor SIA Ceiling 1: Raised or Energy Truss 214 0.0 44.0 5 Wall 1: Wood Frame, 16" o.c. 520 19.0 6.6 18 Window 1: Other 3 0.310 1 Window 2: Other 3 0.310 1 Door 1: Glass 72 0.310 22 Door 2: Glass 55 0.310 17 Floor 1: All -Wood Joist/Trnss:Over Outside Air 252 40.0 0.0 6 Proposed and Maximum U Factor Averages Above -Grade Windows and Glass Doors Includes Foundation Windows > 5.6 ft2 Proposed Average U Factor 0.310 Maximum Allowed U Factor 0.370 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.6 Release la (6nnerly MECchezk) and to comply with the mandatoW s li ed to Oke REScheck Inspection Checklist. Builder/Designer Date 3 Land planning s�`�t�/t��l 6875 Highway No.6S N.E. • land Surveying f) • / • �!!, Minneapolis, Sioils Testing /11�11I'�'If�lj •/'�1C• Minn. 55431 Civil Engineering (/6 Telephone 784-6066 Municipal Engineering Engineers & Surveyors Area Code 611 Mortgage Loan Survey for SPRINGFIELD HOMES S -81°20'49"E. _ 135.00 — o • �l'J1i v ------- L/ 1� y�rNoRry C � T6 : 30 41 go,� �gN�BF -%19 �to�q CIV h s, ri Sole: I i'4'40L� ML gearins shown are assumed LOT 5, SLOCk 3 INNSBRUCI( NORTH, Anoka County J� This is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land. This survey is made only in connection with a mortgage loan now being placed 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 agreed nomonuments have been placed for the purpose of establishing lot lines or boundary corners. Doted this 2 4l day of Dtc --O!t A. D. 1911. SUBURBAN ENGINEERING, INC. 1-;47 Engineers / Surveyors �Uildffig MECHANICAL PennitNo. / Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY DATE YGUR AbD S , SITE ADDRESS C3 TICS APPLICANT IS. a OwNFR CONTRACTOR PROPERTY NAME: d O"ERt ADDRESS: 5 C1TY -\( STATE z1P TENANTza _ PHONE. V. CON'T'RACTOR COMPANY NAME: 6 i SUBMIT A COPY OF CONTACTPERSON: He YOUR STATE LICENSE WiTN STATE UCP SE Y C7 EXP DATE G �3 AbpjtESS:�� CITY l� o ATET.1Ps5s APPLICATION PHoNE - FAX PERMIT TYPE )(SINGLE FAMILY 0 TWO FAMILY 0 TOWNI•IOUSE j TYPE OF WORK: 0 NEW D REPLACEMENT � ALTERATION/REMODEL , `� D TAILED DESCRIPTION OF 'WORK 4-- - PER MS 16&665 the permit fee is it minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtires. (This should reflect only the cost of labor) Labor cost under $300 - $15.00. Tabor cost between $300 to $500 - cost of labor x.05 - FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES AREBASED ON $10.00 PER riXTCIM EXCEPT WHEMNOTED. FIXTURES: (INDJCATE TOTAL NUNMER OF EACH BELOW) �^ y EqufpmehtInSt811ed MFG: e;z -w 'r4 d MODEL:SM BTU MFG: MODEL: _ SIZ;E/BTU MFG: MODEL: SIZEIBTU NC $25.00 Pia FIREPLACE (GAS) $15.00 GAS RANGl:JOVEN 510.00 AIR TOAIR ZXC.HMGEER SIS LACE (WOOD) $35.00 NEW GAS GRILL $10.00 BOILER $35.00 FURNACE $35.00 TGAS UNIT HTR $10.00 CHIMNEY LINER 510.00 `GAS DRYER 510.00 POOL HEATER $35.00 DUCT WORK $10.00 GA5 PIPING $10.00 vENTJLATOR $L5.00 :116 1 Permit Fee $ 506 Number of fixtures aA $10-1 _ ._ _ x $10.00 = $. Surcharge. .50 Number of fixtures @ $15.00 x $15.00 T TOTAL DUE $ ��. Number of fixtures @ $25.00 x $25.00 = $ Number of fixtures @ $35.00 x $35.00 = $ State Surcharge - $ .50 Total THIS 1S AN APPLICATION FOR A PERMIVNOT 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 ordinance and codes of the City of Fridley and with tate Minnesota Construction Codes; that I understand this is not a permit but only an applie on for a p 1t an work is not to start without a permit; that the work will be in accordance with the approved plan in the case of a r which r r view and approval of pl7C).LL v� -7 SIGNATURE OF APPLICANT RINE NAME 6� F-� DATE 'O City of Fridley Building Inspections Department. 6431 University Avenue NE, Fridley, MN 55432 763-5723604 FAX: 763-502-4977 Td WUL£:L0 900E Le 'daS L8ETTLS£9L: 'ON XtUA hasp?JA ,to hl - IO: W08A 7 J REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC ❑ NEW HOMES/ADDITIONS 614XISTING HOME ❑ MAKE-UP AIR REQUIRED FOR NEWIEXISTING HOMES 1. Combustion Air (See note below) a. Oil or solid fuel 1MC Chapter 7 with MN Amendments b. Natural Gas or Pmpan&WGC Chapter 3 with M24 Amendments 2. Make-up Air (See note below) a. IMC Chapter 5 with MN Amendments 3. Vcnixng a. Gas appliances IFGC Chapter 5 with MN Amendments b. Fuel other than gas TMC Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new construction DMC 1346.0312 S. Ventilation a. Per Mil'' Bnergy Code 7670 or 7672 6. Duct Design Per IMC 1346:0603.2 a. RCCA Kmval D NOT'$: Centerpoint Energy Mechanical Code Guidelines software may be used for combustion and make up awl! calculations Ed WUL£:L0 9002 LZ 'daS L9ZtiZL9£9L: 'ON XdA Fialptad jo 6110: WOMA