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PRE 2010 DOCSCity of Fridley SUBJECT 67'7 PTECEIPT AT THE TOP OF THE TWINS BUILDING PERM m r O. • �COMMUNITY DEVELOPMENT DIV. -------� r � PROTECTIVE INSPECTION SEC. � 1 . � CITY HALL FRIDLEY 55432 NUMBER REV. DATEP GE OF APPROVED Y 612-560-3450 910-F15 8/3/76 JOB ADDRESS 6410 Squire Drive N.E. 1 LEGALLOT NO. BLOCK TRA CT OR ADDITION SEE ATTACHED DESCR. $ 4 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE The Rottlund Company P.O. Box 32082, Fridley, Mn. 571-2060 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 DESCRIBEWORK —IMPORTANT - Construct a 28' x 36' Dwelling and a 28' x 24' Garage NOTIFY THE FRIDLEY PERMITS REQUIRED FOR WIRING, DIVISION REGARDING 9 CHANGE OF USE FROM REMOVAL AND REPtACI HEATING, PLUMBING AND fGNS. AT DRIVEWAY OPENI STIPULATIONS Provide a hard surface driveway. Provide a verifying survey before capping. Provide sod in the front and side yards. Provide City with copy of the truss design before capping. Treated or redwood floor plates must be provided._ Provide 36 foot front yard setback to foundation wall. Soil borings and/or compaction tests may be required. SEWER LOCATION: (Approx. 8' Deep) 55' North of Manhole (Inv. 880.14) WYE ELEV: 880.42 TOP OF FOOTING: 883.42 Minimum WATER LOCATION: 85' North of water service on Lot 9. 64 feet South of water service on Lot 7. Approximately 24' North of sewer service. THE CITY OF FRIDLEY DOES NOT GUARANM THE vyARiMPIG ACCURACY Of UiIM LOCATIONS AND ELEVATION& Before digging call. local utilities THIS DATA {S FOR INFORMATION PUFPOSES ONLY AND TELEPHONE - ELECTRIC -'-'G9- Etc.. PERSONS USING ff SHOULD VERJFY THE NFO -SEPARATRM AMEQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. occu"ReQUIRE C C 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 OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT R-1 1104 + 552 22,080+5520 ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT. I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $35,440 $17.72 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEESAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION THE PERF9RMANFE OF CONSTRUCTION. $110.40 / 8,60 $350.00 ORR ((v Ile A cle— :VW k% PLAN CHECK FEE TOTAL FEE �z•-�.o-� �7 - $505.72 SI,GNA RE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) t7.60 P OPERLY VALIDATED THIS IS YOUR PERMIT BLDG. INSP DATE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) NGR. .URB MENT GS. CITY 01 FRIDLEY APPLICATION FOR RESIDENTIAL ALTERATION, ADDITION, OR REPAIR BUILDING PERMIT OWNER'S NAME :770/e �?,s 75"'/y M A/ 60 • BUILDER :�� Rr i� Iy.O / �-°Gi, ADDRESS: ADDRESS: R .io 9-a X 3 2a k— Z NO :�/� STREET: 5 &��y -� D r, LOT: BLOCK: `i ADDITION: 154"AW/.% Z.0�1� !L—✓S CORNER LOT: INS IDE . LOT :— SETBACK: 3 J~ SIMARD :j_� 4 ! 3 Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates.. DESCRIPTION OF BUILDING To Be .7sed As: cS;xl,91- FA ^& i hfpu Front • Z � Depth • �jG Height Square Feet: !% o !j Cubic Feet: ® � L0r A9e- Front : Z Depth: Height: Square Feet; Cubic Feet: Type of Construction: , YAM e. Estimated Cost: $ 3,S, 20m, dg2 To Be Completed: Nor/ / / 97 (a The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application V e true and correct. ea. 37Ae DATE: — Z SIGNATURE: (See Reverse Side For Additional Information.) eopme'rL&V 7 ®� -CW �Ptz s ' '6=0' 6 6 -rV M-A)10A-re d W +4 L s '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 to the amount herein below set forth and in the manner herein provided to -wit: ULV CONSTRUCTION: SIngj.e Family Homes and Garages: $4.00/1000 cubic feet PLAN CHECK: 25 percent of building permit fee. 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 :r 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 $7.50. 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. I r. f I I — I I I I I ,i i I I I - f -- I I � a I I i , I 1 rage: L UJ. g EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION �! OWNER: 7'h �_ � j y cr /�� (` D . ni e DATE �2 - / Z - -76 SITE ADDRESS : O U I,V --- PHONE: a CONTRACTOR: l'y'1y j �Q /v sicJ r [ 0 7� ogl o et' 1i9 ee- FS 7;o res . Determine working square footage of each 1. Total exposed wall area...... �p73„ J n sq. ft. x .17 Lim,. 2. Toal roof/ceiling area ...... //o � sq. fte x .05 = c vS-• Total exposed wall area above floor = a. Total wall window area. . ?tits .......... : oZ b. Total door area ..........................<...,..... c. Total sliding glass door area ....................... d. Total fireplace e:all area ........................... .. e. Total wall framing area (average 100) ................. 3-= - f. Total rim joist area ............................... g • Sv %Are wall area above floor .. .. .. .......... 33_ h. �,�rA fe wall area above floor.. K. M-Plol .................. � i. wall area above floor.. .... .. ............ J. - Q�7'_ wall area above floor ...Si/5&vA7' a e , , , , , .. , d a Total exposed foundation area = / IOWPY (aur !!..........................ln k. Total. �t�en rr�i dow area. 9 % 7? 1. ' Total net foundati n area above grade ................. Determine "U" value of each wall segment (e.g. window, door, each separate wall section) a. /OS", .a 9 X "Till ; _ / • a 1 b. X ?lull C. % (9y X hull $ _ �/. 7 Z d. X foul# = e• 1 3. X ?lull i 11 = l I -k X 'lull gX h. X fouls to = 7E-• a ? ?lull = flu" .o6 -2- = 3. . ............................. Total 0 If item #3 is the same as, or less than item #1, you have met the intent of SBC 6006 (c) 2. Exterior Envelope Average "U" Computation s. ti Total exposed roof/ceiling area II m. Total skylight area ............................. n. Total roof/ceiling framing area (average 10%)... o. Total net insulated roof/ceiling area........... Determine 01U11 value for each roof/ m. X "U1° n. l lo. X stun o. 993 . X 4 ........................... Total - 3 If total of #4 is the same as, or less than #2, you have SBC 6006 (c) 1. Alternate Building Envelope Design segment Page 2 of 4 the intent of To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be greater than the sum of itefns #1 and #2� T� re /0 9� •61, E. 0 L,4y7" A Y�A Aly - 1 a}/ ��A d'7�r/0 t All �r A r > SIM • f Z_ /2 /so 5 ft . r k ' y� 3V2-** 2.6 s f t10 xrpy��k Ari' r1b,, T� re /0 9� •61, E. 0 L,4y7" A Y�A Aly - 1 a}/ ��A d'7�r/0 t All �r WALL SECTIONS ,TE: Use 10% of opaque wall area for frame construction FRAPiE VALL =1G. #f3 Page 3 of 4 Construction 'R -Value 1. Interior air film 0.68 2. . U� 3. (j 3 s 4. 4. �AlS�jiq-� �• /�i 6. Exterior air film 0.17 Total Total g ?15-1? a 11 0 1. Interior air film 0.68 2. 61c-r7'wo '-k . U� 3.3V.,'- .3%' 4. 4. 5. 6. Exterior air film 0.17 Total 1,5--S-49 •Ot'aS V 1• Interior air film .0.68 2. 3. RI•AA -,T-Q 7' i °� q 4. ��� /77 - t-/7 ® (o 5. ;i, 3:7,yS 6. Exterior air film 0.17 Total 7 y • a sy v 1. Interior air film 0.68 2. 3. 4• 5. 6. Exterior air film 0.17 Total .. /it .�., I •�-,-.� •. . : � . •dam • � 6 FTG. 1t4 Ct NOTE: Indicate type, "W' 'value, depth and Page 4 of 4 ROOF/CEILING Construction R -Value 1. Interior air film 0.61 J J � A 2. ��$ -•,� �y I' �1� 3• lD" S'NSv/,e71,P.y 30•ad 4. Exterior air film .(still) 0.61 �•,� �._:` . Total 3 ! 7 9 ? Vented Meat floe up FIG. US 1. ••Interior air film 0.61 2° lU /.Ai✓oGJLI.(i' C(� 4• Exterior air film (still) 0.61 Total V 7. .'a 30 ( U L-@1 L02 D LG I'lenflow up ..vented . ,FIG. 116'..— 1 • Inside air film 0.61 - 5-- 2. 30 3. 4. S. Outside air film 0.17 ^ r . ::1: ;•'r"" ..®� 1� Total Y.�-�-,p / / t ry • • Note: Use additional sheets if more space is 'f needed for details and calculations • _ N0.?�'St�I�'T�,D • Heat �. £low up T7G. f7 . Pressure 4s Percent CO2 -7-2-`<2- 1 Q , ZDate Tested Input CFH Percent 02�`7�Z Company Testing Steck Temp. Percent CO �� d •� Name of Tester _ Form 235 GEO. SEDGWICK HTG. & AIR COND. CO. % HOUSE HEATING TEST RECORD / �� ADDRESS 7� ^��� CITY OCCUPANT OWNER % HEAT LOSS DATE HTG. INST. SOLD BY INSTALLED BY Electrical Work By Gas Line By TYPE OF HEAT GA_ FA HW_ STEAM SPACE HTR. UNIT HTR. OTHER AMAdhMAKE GAS DESIGN CONVERSION MAKE OF BURNER Model �'— �� Model Serial % Max. BTU Rating INPUT - MAKE OF FURNACE a Model �q CONTROLS THERMOS AT7 Heat Plug Vent Size— Valve- KIND OF LIN R SIZE Zee NONE Limit _ Draft Hood Regulator a! Limit Setting Filters Size 1 X Number Fan Setting �% _ �� Chimney Location Inside Z Outside Pilot Type Chimney Construction Pilot Make Pilot Model Smoke Bomb Wiring Pilot Timing �444:z--Ci Draftl�9 i Test Tag L.W. Cut Off Door Pressure Lighting Inst. Pressure 4s Percent CO2 -7-2-`<2- 1 Q , ZDate Tested Input CFH Percent 02�`7�Z Company Testing Steck Temp. Percent CO �� d •� Name of Tester _ Form 235 CLUIn City testonq V WW Wtcuneennq amomwn& W= 662 CROMWELL AVENUE ST. PAUL, MN 55114 cJ PHONE 612/645-3601 REPORT OF: EXCAVATION INSPECTION 1600" RESIDENCE - HARRIS LAKE ESTATES 4 PROJECT: 61U..5QUIRE DRIVE DATE: August 5, 1976 FRIDLEY, MINNESOTA REPORTED TO: Rottl and Co Inc FURNISHED BY: P 0 Box 32082 COPIES TO: 1) Federal Housing Administration Fridley, MN 55432 Attn: Mr Norm Lucas INTRODUCTION This report concerns the recent inspection performed by our firm of the soil conditions at the site of the proposed residence. Mr Roy Lund authorized us to determine if the natural bearing soils in the building excavation were capable of supporting the anticipated loadings and'to perform several random density tests within the fill system placed to attain building grades. CONCLUSIONS Based on the results of the preliminary soil investigation, our hand auger borings and compaction testing, it is our opinion the established soil network should adequately support the design footing loads. The results of a preliminary soil investigation conducted at this site by Soil Exploration Co on September 27, 1974, were available for our use during the inspection. The report indicated the generalized soil profile consisted of fill and topsoil or swamp deposits overlying coarse alluvium. The fill, topsoil and swamp deposits extended to an approximate depth of 4' below the existing surface grade. The underlying coarse alluvium was deemed as suitable from which to place compacted fill and/or footings. The proposed residential structure to be constructed on this lot will consist of a split entry, wood frame house with an attached garage In the southwest corner. Overall dimen- sions for the house will be 38' x 281, not including the attached garage. The house will have a five course basement, which will walk out to the rear. The house bench will, therefore, vary from 91.2' in the front to 88.0' in the back, and footings will be placed at a minimum frost depth below these elevations. We have no information regarding the actual building loads, but assume the footing design was based on an allowable bearing capacity of up to 1500 psf. The foundation plan is to excavate to a depth of competent soil and then refill to the appropriate grades. INVESTIGATION METHODS AND RESULTS On June 28 and July 3, 1976, we performed inspections of the soil conditions as requested. The soils encountered were visually classified in accordance with the Unified Soil Classi- fication System, and estimates were made of their strength properties. Hand auger borings and hand penetrometer probes were put down to aid in determining the local subsur- AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHOR- IZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Ucity testinq eruwissnm mmmatoni, w= 662 CROMWELL AVENUE caatDfDF^aty Tom' ST. PAUL, MN 55114 PHONE 612/645-3601 REPORT OF: EXCAVATION INSPECTION DATE: LABORATORY No. 9-7169 PAGE: INVESTIGATION METHODS AND RESULTS (cont.) August 5, 1976 2 face soil conditions. The penetrometer is a manually operated instrument calibrated against the relative density ofcohesionless soils and the unconfined compressive strength of cohesive soil. At the time of our initial inspection, excavating procedures were commencing and a trench was excavated to a depth of approximately 5' in the northeastern portion of the proposed home. The exposed sells in the bottom of this trench consisted of most fine grained sands in a dense condition. Our subsequent inspection was made after the excavating and refilling operations were completed® Hand auger borings were placed in random locations through the fill sequence to the termination soils for the excavation. At this time, the top of the fill sequence was at proposed footing grade. The actual depth of excavation, as based on our hand auger borings, appeared to vary in depth between 51 in the northern portion to 4' in the southeastern portion and 3' in the southwestern portion of the excavation. In all of our borings, a natural, gray sand was encountered immediately below the fill sequence. This natural sand was dense as verified by our penetrometer probes and was deemed as suitable for supporting the proposed fill and footing loads. Utilizing the building batter boards provided by the contractor, measurements of the top of the present fill sequence suggest an appropriate oversize was provided during the excavating opera- tions. Three random in-place moisture -density tests were performed in the fill sequence. These tests were evaluated according to the moisture -density relationship of soils as designated by ASTM:D698-70 (Standard Proctor Method). All of the test results indicate the minimum specified degree of compaction was fulfilled. The results of these tests are attached. The conclusions contained in this report are our opinions based on data which Is assumed to be representative of the site explored; but because we were not requested to examine the excavation prior to fill placement, we cannot warrant the conditions encountere.0.1n our borings are necessarily typical of the.entire site. HQKQVX-"UWe understand additional fill placement will be requir to fulfill floor slab r. es. e would recommend ur er -ompac on testing be performed to assure minimum compacted density is achieved. -4— It must be recognized that Twin City Testing and Engineering Laboratory Inc does not practice in the field of surveying; therefore, we must rely on staking by others. If AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHOR. IZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. REPORT OF: EXCAVATION INSPECTION DATE: August 5, 1976 LABORATORY N®. 9-7169 PAGE. 3 COMMENTS cont. the construction is redesigned or otherwise moved subsequent to our inspection and testing, we should be informed so our firm can assess if additional inspection work is required, or suggest sound engineering alternatives. TWIN CITY TESTING AND ENGINEERING LABORATORY INC �l Michael O'Donnell Civil Engineer ry Y •� �G l` J Thomas K Smith, P.E. MOD/TKS/rs AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHOR. IZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. w twin city testinq ' Brw emww3mrm tebor-at®ru, w= s: 662 CROMWELL AVENUE ST. PAUL, MN 55114 PHONE 612/645.3601 EXCAVATION INSPECTION DATE: August 5, 1976 LABORATORY N®. 9-7169 PAGE. 3 COMMENTS cont. the construction is redesigned or otherwise moved subsequent to our inspection and testing, we should be informed so our firm can assess if additional inspection work is required, or suggest sound engineering alternatives. TWIN CITY TESTING AND ENGINEERING LABORATORY INC �l Michael O'Donnell Civil Engineer ry Y •� �G l` J Thomas K Smith, P.E. MOD/TKS/rs AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHOR. IZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. REPORT OF: DENSITY TESTS OF COMPACTED FILL RESIDENCE PROJECT: 6410 SQUIRE DRIVE - HARRIS LAKE ESTATESDATEI August 5, 1976 FRIDLEY, MINNESOTA REPORTED TO: Rottlund Co Inc COPIES TO:(1) Federal Housing Administration P 0 Boat 32082 Attn: Mr Norm Lucas Fridley, MN 55432 LABORATORY No. 9-7169 TEST NUMBER: 1 2 3 Z Man City testinq August 3, 1976 August 3, 1976 ai .C.. enqWMWWM laboraais.eo", WW_ mo�va Ys Sand, fine 662 CROMWELL AVENUE ST. PAUL, MN 55114 PHONE 612/645-3601 REPORT OF: DENSITY TESTS OF COMPACTED FILL RESIDENCE PROJECT: 6410 SQUIRE DRIVE - HARRIS LAKE ESTATESDATEI August 5, 1976 FRIDLEY, MINNESOTA REPORTED TO: Rottlund Co Inc COPIES TO:(1) Federal Housing Administration P 0 Boat 32082 Attn: Mr Norm Lucas Fridley, MN 55432 LABORATORY No. 9-7169 TEST NUMBER: 1 2 3 DATE TAKEN: August 3, 1976 August 3, 1976 August 3, 1976 UNIFIED SOIL CLASSIFICATION: Sand, fine Sand, fine Sand, fine (Moisture -Density Sample grained, trace grained, trace grained, trace Number) of gravel, of gravel, of gravel, light brown light brown light brown (SP -SM) -1 (SP -SM) -1 (SP -SM) -1 LOCATION: 36°S & 301E of NW 25'S & 181E of NW 221S & 2'E of NW corner of building corner of building corner of building DEPTH BELOW FINAL ELEVATION: 31 1121 611 DEPTH BELOW EXISTING GRADE: 3' 1 '311 611 FIELD DENSITY DETERMINATION: Method Density in Place By Sand -Cone Method, ASTM: D1556-64 (44 Basis) Dry Density (pcf) 109 111 115 Moisture Content W 6.7 8.4 7.0 Plus #4 Material W 1 4 2 LABORATORY MOISTURE -DENSITY RELATION OF SOIL: Method ASTM:D698-70, Method "A", (44 Basis) Maximum Dry Density (pcf) 107.1 107.1 107.1 Optimum Moisture W 13.7 13.7 13.7 COMPACTION TEST RESULTS: Compaction W 102 103 104 Specified Compaction (%) 95 95= 95 v REMARKS: The above test locations were selected by Twin City Testing and Engineering Laboratory Inc. Compaction meets specifications in the above test areas. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHOR- IZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Twin City Testing and Engineering Laborator Inc. Y r tLuln r3tv temlroq eg= 662 CROMWELL AVENUE FONoyr T'ST. PAUL, MN 55119 PHONE 612/845.3601 g gar y° MOISTURE E - DENSITY CURVE SAMPLE NO. 1 RESIDENCE -6410 SQUIRE DRIVE PROJECT: HARRIS LAKE ESTATES DATE: August 5, 1976 REPORTED TO: FRIDLEY, MINNESOTA COPIES TO: (See page one) Rottlund Co Inc LABORATORY NO. 9-7169 METHOD OF TEST: ASTM: D698-70, Method "A" TYPE OF MATERIAL: Sand, fine grained, light brown (SP -SM) MAXIMUM DENSITY: 107.1 1b. /cu. ft. OPTIMUM MOISTURE, 13.7 %® 105 104 MOISTURE• s CITY OF FRIDLEY �% ? 3 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL Job Address e 3" Furnace Shell & Duct Work $12.00 $ Replacement of Furnace 7.00 7.00 $ $ Department of Buildings Repairs & Alterations -up to $500.00 4.00 $ City of Fridley Repairs & Alterations each add. $500.00 Tel. #571-3450 MECHANICAL WARM AIR: The undersigned hereby makes application for a permit for the work herein Furnace Shell & Duct Work to 100,000 BTU $12.00 $ o specified agreeing to do all work in strict accordance with the City Codes each add. 50,000 BTU 4.00 $ U v and rulings of the Department of Buildings, and hereby declares that all the Replacement of Furnace 7.00 $ facts and representations stated in this application are true and correct. Repairs & Alterations -up to $500.00 7.00 $ -) �% 19� Repairs & Alterations each add. $500.00 4.00 $ Fridley, Minn. , - STEAM OR HOT WATER SYSTEM: OWNER%' Boiler & Lines up to 100,000 BTU $12.00 $ KIND OF BUILDINGr� each 50,000 BTU 4.00 $ y -,ip Boiler only ilA to 100,000 BTU 7.00 $ USED AS ,� 2$ each addn. 50,000 BTU '6.00 $ TO BE COMPLETED ABOUT OIL BURNER- to 3 gal. per hour $10.00 $ each add. 3 gal. per hour 10.00 $ ESTIMATED COST Z J �o A GAS BURNER- from 100,000 BTU to 199,999 BTU $10.00 $ / J•CPO �/ OLD - TE BUILDING PERMIT NO. PERMIT NO. CCS /�-j� (over 199,999 BTU see Fee Schedule) $ GAS FITTING FEES: 1st 3 Fixtures x $ 3.00 $ 3. O J DESCRIPTION OF FURNACE/BURNER Additional Fixtures x $ 1.00 $ Gas Range to 199,000 BTU x $10.00 $ HEATING or POWER PLANTS, Steam, Hot Water, Warm Air- No. AIR CONDITIONING $�ty/ Trade Name +^+ c ,+ Size No. us- FAN HEATING SYSTEMS - See Fee schedule $ VENTILATING SYSTEMS $ Capacity Ft. EDR�T u�BTU HP ALTERATIONS $ REPAIRS_) $ State Surcharge $ .50 t�Sq. Total Connected Load T a Kind of Fuel cam,® TOTAL FEE $ �-g• ,S -j BURNER - Trade Name Size No. ROUGH INSP. REINSPECTION FEE Capacity Sq. Ft. EDR BTU HP Date 010.00) FINAL INSP. Company �1 Date` Signed B �+ P• J. APPROVAL FOR PERMIT Tel. No. MINIMUM FEE FOR ANY HEATING PERMIT IS $7.50 D •1 J _ 't e HEAT LOSS CALCULAT1C J f•. _ AAi%#EAPOLIS, MINN. Weatherstrips A.S.H.V,E. Guide Reference t 9 Construction No. Insuiatia-i WindowsDoors Out. Ws': I,ryt. Wali Ceiling Roof t ;,r, ,{q Applied Yes --No I Yes—No �FI �' f — Room 1 Length Height FI y� Room Length �j � f�6 �rri 9 �C ' Widt*+ o` Height g Windows and Doors—Crackage and Area Windows, an Doors—Crackage and Area t Nv, Ifv ±l . He 3M No. ,:t Lmaal ft. + c of paa , of pane a I ghts of crack *M : fNo. � p. F,yht +Tt ! , pr� 1 meal ft. carr , ,,, of pane . r htr of crack d� sa. w i _ ' 1 7 I i ffrr(« `Zcef Btu a iCoef. Btu lnfiitratio^ II r� lnfoitrat,o^ "� ;j� t :+ �v.;�r..,° `',�' ; 1 ; 77,./��� Glass Glass Exp, wall" ` Exp, wait ' a . Net exp. wall Net ex wafi Int. wall ,� `/ ('�`s`'ic [' # �/ �?� Int. wall Ceiling f'jA Floor i Floor + Total Btu.> �" / Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Ft Len th tNa 3t 9 %y Height f Fl - Length,➢ Width e' Height Windows and Doors—Crackage and Area Windows and Doors—Crackage and Area No. vVidth Height No. of Lineal ft. =.-as of pa a of pane Fights of crack S13. ft. �.,�r y He,ght No. of Lineal ft. No, of pale of pane fights of crack Area sq ft. Coef Btu Coef B to InfiltrationsO ' 41 Infiltration Glassi �� Glass Exp. wall / Exp. wall 40 Net exp. wall I Net exp. wall Int. wail fnt. wall Ceiling ?6 C- Ceiling I Floor Floor Total Btu, Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Lea area Required sq. ft. E.D.R. or sq. ins. W.A. Leader area FI.Room `Length Width Height FI. Room j Length Width Height Windows and Door — r i s C ackage and Area Windows ard Doors—Crackage and Area ° No. t;'idti, Height ;Nc. of Lineal ft. i L•t-� ? of pa a of pane is hts of crack Ca. It. ' No. Ik,v '-e.ght No. of Lineal ft. of part? c, van 'rghts of crack Area sq. ft. € '5 f x/ 'Coef' Btu f lCcef Btu Infiltratio Infiltration � ' 1 2 Glass i Glass r � Exp. wa 1 i ! f � — Exp. Wali Net exp. wall,' Net exp. viral; Int. wali f_ 1Int. wall i Ceiling a~S - --Ceiling Floor Floor Tota l Btu. ! Total Btu. Required std. ft. E.D.R. or sq. irss. W.A. Leader a ea Required sq. it. E.D �. or Sq. irts. W.A. Leader area CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT PARTIAL RATE SCHEDULE PLUNIBING FIXTURE RATES: Nv:.ber Fixtures Future Fixture Opening New Fixture, Old Opening Catch Basin Water Heater - to 99,000 BTU 100,000 BTU to 199,000 BTU Water Softener New Ground Run Old Building Electric Water Heater GAS FITTING FEES: lst 3 fixtures Additional Fixtures Cass Range to 199,000 BTU REPAIRS $ ALTERATIONS First $100.00 each add. $100.00 or fraction NO.. RATE TOTAL o $3.00 $ >4 o $ (o,06 x $2.00 $ x $5.00 $ X water $ S -`--e x $10.00 $ x $7.00 $ x $5.00 $ x 4J 04 W $3.00 $ 3, Heater C JN1 X $10.00 N Ex Q En y N G 0 •.•I :1O O i -i Uf .L� N N Uf W .0 � ,oa •.1 w 0 ro •+ ro �+ c Q W c to ro ro U q o ro FC 3 ro C7 a ti rd U O ;as lec v1 U D q M to 3 % 1st % 2nd 3rd 4th (R) = Future Connection Opening Connected with Sewer (t) = New Fixture, Old Opening Water PARTIAL RATE SCHEDULE PLUNIBING FIXTURE RATES: Nv:.ber Fixtures Future Fixture Opening New Fixture, Old Opening Catch Basin Water Heater - to 99,000 BTU 100,000 BTU to 199,000 BTU Water Softener New Ground Run Old Building Electric Water Heater GAS FITTING FEES: lst 3 fixtures Additional Fixtures Cass Range to 199,000 BTU REPAIRS $ ALTERATIONS First $100.00 each add. $100.00 or fraction NO.. RATE TOTAL "i^ x $3.00 $ x $2.00 $ (o,06 x $2.00 $ x $5.00 $ X $5.00 $ S -`--e x $10.00 $ x $7.00 $ x $5.00 $ x $5.00 $ % x $3.00 $ 3, x $1.00 $ X $10.00 $ -- -- -_- $5.00 $ $2.00 $ State Surcharge $ .50 gv TOTAL FEE REINSPECTION FEE ($30.00) Sob Address G ` ro S� ` �'�"' �h" q r Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn.�% / 19 OWNER r L KIND OF BUILDING CI C ` ez L 'C �- USED AS TO BE COMPLETED ABOUT ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT NO. �� T Company ` - Signed By Tel. No. ROUGH INSP. Date FINAL INSP. Date APPROVAL FOR PERMIT i MINIMUM FEE FOR ANY PLUMBING PERMIT IS $7.50 r 560.3450 Cittaier'y of Y ANOKA COUNTY 6431 UNIVERSITY AVENUE NE October 15, 1976 FRIDLEY, MINNESOTA 55432 6 The Rottlund Company Inc. P.O. Box 32082 Fridley, Mn. 55432 J Re: Final Inspection at 6410 Squire Drive N.E. Dear Sirs: A final inspection on October 14, 1976 of the above address noted the following items which must be completed'before the construction can be finaled out; 1. Provide nine inch maximum spacing on deck rail by October 21, 1976. 2. Provide sod in the front and side yards by November 5, 1976. We will expect the above items to be completed by the dates specified when reinspections will be made to determine compliance. If any problems or questions arise, please feel free to contact me at 571-3450. Sin y HOLDEN Building Inspection Officer RH/mh 53-8b-9915o5i CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT Job Address 610 SQUIRE DRIVE Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. 10-11-76 , 19 OWNER ROTTLAND COMPANY KIND OF BUILDING frame . USED AS -eyes TO BE COMPLETED ABOUT 10-18-76 PARTIAL RATE SCHEDULE ESTIMATED COST 10. o0 TOTAL 44o PLUMBING FIXTURE RATES: NO. RATE k W Water a � A x $3.00 W c 1 m Q $2.00 y w w r_ $2.00 Heater Signed By MI(11NF(;ACrn Catch Basin x $5.00 $ Water Heater - to 99,000 BTU X41 N N mrou G B a $10.00 $ Water Softener x $7.00 M 11 al N ro G x q •.� m .+G .G ❑ G 3 O .0 U ••i O Electric Water Heater U $5.00 N GAS FITTING FEES: .0 FINAL INSP. ro u o x + m room lst 3 fixtures m $3.00 $ o Additional Fixtures lec ,o, .oi w ro m ro m y 3 Q w cn w U w 3 C� REPAIRS $ ALTERATIONS as y $5.00 $ each add. $100.00 or fraction $2.00 $ MINIMUM FEE FOR ANY PLUMBING PERMIT IS $7.50 State Surcharge $ .50 TOTAL FEE $ 8.00 1st co Le 2nd 3rd 4th (R) = Future Connection Opening Connected with Sewer (*) = New Fixture, Old Opening Water Job Address 610 SQUIRE DRIVE Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. 10-11-76 , 19 OWNER ROTTLAND COMPANY KIND OF BUILDING frame . USED AS -eyes TO BE COMPLETED ABOUT 10-18-76 PARTIAL RATE SCHEDULE ESTIMATED COST 10. o0 TOTAL PERMIT NO. 69,& PLUMBING FIXTURE RATES: NO. RATE OLD - NEW BUILDING PERMIT NO. a � Number Fixtures x $3.00 $ y Future Fixture Opening x $2.00 $ Company Ce New Fixture, Old Opening x $2.00 $ Signed By MI(11NF(;ACrn Catch Basin x $5.00 $ Water Heater - to 99,000 BTU x $5.00 $ Tel. No. 100,000 BTU to 199,000 BTU x $10.00 $ Water Softener x $7.00 $ New Ground Run Old Building x $5.00 $ ROUGH INSP. Date Electric Water Heater x $5.00 $ GAS FITTING FEES: FINAL INSP. Date lst 3 fixtures x $3.00 $ Additional Fixtures x $1.00 $ APPROVAL FOR PERMIT Gas Range to 199,000 BTU x $10.00 $ REPAIRS $ ALTERATIONS First $100.00 $5.00 $ each add. $100.00 or fraction $2.00 $ MINIMUM FEE FOR ANY PLUMBING PERMIT IS $7.50 State Surcharge $ .50 TOTAL FEE $ 8.00 REINSPECTION FEE ($30.00) 97 -8h x ` CITY OF FRIDL 8109©�_dl . '1 APPLICATION FOR PWMBING AND GAS FITTING PERMIT PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Ati:ber •Fixtures x $3.00 $ Future Fixture Opening ii � $ �_ orator x $2.00 $ A x $5.00 $ C Hater Heater - to 99,000 BTU x $5.00 $ 41 x p, $ water Softener Heater w J G x $5.00 fA Electric water Heater - G $5.00 $ r m N lst 3 fixtures x $3.00 $ Additional Fixtures - ,r- x $1.00 $ �- .Gas Range to 199,000 BTU x $30.00 $ O S First $100.00 e o Tlaslea $2.00 %v a we c H aw vii w 1st 06 mal t. 2nd ]rd . 4 th (R) - Future Connection Opening Connected with Sewer (•) - New Fixture, Old Opening Water PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Ati:ber •Fixtures x $3.00 $ Future Fixture Opening ii $2.00 $ �_ Now Fixture, Old Opening x $2.00 $ Catch Basin x $5.00 $ C Hater Heater - to 99,000 BTU x $5.00 $ 100;000 BTU to 199,000 BTU x $10.00 $ water Softener x $7.90 $ New Grourd-Run Old Building x $5.00 $ Electric water Heater - x $5.00 $ GAS FITTING FEES; lst 3 fixtures x $3.00 $ Additional Fixtures - ,r- x $1.00 $ �- .Gas Range to 199,000 BTU x $30.00 $ REPAIRS $ ALTERATIONS First $100.00 $5.00 $ each add. $100.00 or fraction $2.00 $ State Surcharge $,x_50 TOTAL FEE $ • 8.00 REINSPECTION FEE ($10.00) Job Address 61.10 NE SQUIRE LANE Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work here! specified agreeing -to do all work in strict.accordance with the City Code and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and cor; Fridley, mn. 2-28-77 , 19 OWNER GIL FASH KIND OF BUILDING frame USED AS res. TO BE COMPLETED ABOUT 3-6-77 - ESTIMATED COST 10000 / OLD - NEW BUILDING PERMIT N0. PERMIT N ! ,r7 610 19 Company Signed By Tel. No. ROUGH INSP. Date FINIAL INSP. Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS 67 -SO CIasS ,.A„ SL+rc/jarge SUBJECT PER City ®f Fridley 217 9 AT THE TOP OF THE TWINS BUILDING PERMIT r 1 , RECEIPT COMMUNITY DEVELOPMENT DIV. I PROTECTIVE INSPECTION SEC. o- Z Z r � F NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 �'""'jk ''j 612-571-3450 910-F15 4/20/93 JOB ADDRESS 6410 Squire Dr NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 8 4 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Alden Ryd 6410 Squire Drive NE 571-09.57 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 C� REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Rebuild 161 x 101 Deck. 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $1F241 $.62 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- $31..00 Fire SC $1.24 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE $32.86 SIGN II FI&CNTT�ACTOR rH� / GE OATEi �i HEN PR RL VULIDTED THIS IS YOUR PERMIT &*B ; DG iNSP DATE S,GNATU RE OP OWNER -IF OW RBUILDERi 1 ATEA NEW [ ] Effective 1/1/93 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 / 2 Building Permit Application Construction Address:y1 Legal Description: Owner Name & Address: A,Q a- h'/ a L Pyp Tel. # ✓f-%/ — Contractor: : hof MN LICENSE # Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECD AREA: Length I Width / o Hgt/Ground Sq. Ft.- /v/ -C) OTHER: Corner Lot [ ] Inside Lot [ ] Type of Construction: Approx. Completion Date: Ft. Yd Setback Side Yard Setbacks d Estimated Cost: $ - � 2VI a (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: y T %3 APPLICANT: Tel. # 7/_ G 9,5-7 CITY USE ONLY Permit Fee $/, U° Fee Schedule on Reverse Side Fire Surcharge $ /- .001 of Permit Valuation (1/10th%) State Surcharge $ low $.50/$1,000 Valuation SAC Charge $ $750 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] 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 FEES $1 to .$500 $15 (Minimum Fee is $15 plus surcharge) $501 to -$2,000 $15 for first $500 plus $2 for each additional $100 or fraction thereof, 'to and including $2,000 - $2,001 to $25,000 $45 for first $2,000 plus $9 for -each additional $1;000 or fraction thereof, to and including $25,000 $25,001 to $50,000 $252 for first $25,000 plus $6.50 for each additional $1;000 or fraction thereof, to. and including $50,000 $50,001 to $100,000 $414.50 for first $50,000 plus $4.50 for. each additional .$1,000 or fraction thereof, to .and including $100,000 $100,001 to $500,000 $639.50 for first $100,000 plus $3.50 for each additional $1,000 or fraction thereof, to and including $500,000 $500,001 to $1,000,000- - $2039.50 for the first $500,000 plus $3 for each additional - $1,000 or fraction thereof, to and including $1,000,000 $1,000,001 and up $3539.50 for the first $1,000,000 plus $2 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 $13.50. 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 $15.75. 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. Q 4) (D 0o r (D 0 o w N % ui Q 4) (D 0o r (D 0 o w % ui Lu Q 04 tA to cfi .AP COIF` -/ Land pinnning/6875 Highway No 65 N.E land survcyrnqCVVVVV/I • • ( Minneapolrt, sails Testing ' 1/(Iince'Wily, •%1c. Minn 55432 Civil Engineering l Telephone 784-6066 Municipal Erigineermg Engineers' & Surveyors Area Code 614 Mortgage Loan Survey for ROTTLUNO CO. _ sOonr- 11 0 iii'- n o /3 c�.N co t I pfliy �• •, N --may- 5 3 �� cis CIS I 74 o O CP 0>W -d O 0 m 2` N CDD to n�i "O cr m p �S fp) -+ a S � Lo -r 8., 13LOC . K HARivis LAKE Esm-FES 4ficW0 (7ouilfy This n o true and correct representut.on of u sairvey of thr boundo..es of the land above described and of the lotation of all buildings, .f any, (hereon, and all v.vblr cncroochmentt, .f any, from or on sa-d land Th., survey is mculr• only .n Connection wifh'c mo.tguge loon now bung plated oil the property and nu lrub.lity .s assumed ei.iopf to file holder of Stich mortgage or uny ofh... interest uiqu.ted by the reason of such mortgagr It n understood and ogrestdPP .nonur �nI haat been .y k`rtn I for the purpnsc of establ.shmg lot Lnes or boundary Corners Duted ths._------Joy o►` �'�C.— —A D 14_ SUBURBAN ENGINEERING, INC. cif¢ �rr'�Of ff II f `I J ingmeac� . r $wyyOF•s J -- I.�:►wTQS c�Yalfrk7c%(' t Ufl/ltl/ f?YIS�/►1!<r1�5 bv� c JL t�s 1 SUBJECT P City of Fridley 9 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. • ______ COMMUNITY DEVELOPMENT DIV. 1 v I PROTECTIVE INSPECTION SEC _ r i I NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 I.J 612-571-3450 910-F15 7/15/96 JOB ADDRESS 6410 Squire Drive NE T LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 8 4 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Alden Ryd 6410 Squire Drive NE 571-6957 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 y� ❑ NEW El ADDITION El ALTERATION X REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Partial Reroof - 2nd Layer (10 Sq) 9 CHANGEOFUSEFROM TO STIPULATIONS Roofing can be the 2nd layer but not the 3rd. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING 1 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 $620 $.50 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 TOTALFEE $27.43 Si TUREOF ONTRACTOROR THORIZEDAGE IDATEI WHEN PROPERLY ALIDATED THIS IS YOUR PERMIT SIGNATURE OF OWNER IIF O ER BUILD RI IDATEI BLDG INSP MATE NEW [ ] ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application ConstructionAddress: Legal Description: Owner Name & Address: AL- D E � Contractor: Address: 5,Q v i !Z I:J .01-t - P-19 —4q10 5,To,,er D& - 5�5Lr- Tel. # MN LICENSE # Tel. # Effective 3/1/96 315-3 E -//-6957 Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF EVIPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Width Hgt/Ground Sq. Ft. OTHER: ��F - �— . ,","'i Comer Lot [ ] Inside Lot [ ] Type of Construction: Approx. Completion Date: Ft. Yd Setback Side Yard Setbacks Estimated Cost: $ Driveway Curb Cut Width Needed: DATE: CA_ �j 17S Fee Fire Slmh2ffg­e State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: (Cost on Back) Ft. + 6 Ft = Ft x $ Tel. # CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.501$1,000 Valuation $900 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 [ ] (0 Sas. 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 $21 (Minimum Fee is $21 plus surcharge) $501 to $2,000 $21 for first $500 plus $2.75 for each additional $100 or fraction thereof, to and including $2,000 $2,001 to $25,000 $62.25 for first $2,000 plus $12.50 for each additional $1,000 or fraction thereof, to and including $25,000 $25,001 to $50,000 $349.75 for first $25,000 plus $9.00 for each additional $1,000 or fraction thereof, to and including $50,000 $50,001 to $100,000 $574.75 for first $50,000 plus $6.25 for each additional $1,000 or fraction thereof, to and including $100,000 $100,001 to $500,000 $887.25 for first $100,000 plus $5.00 for each additional $1,.000 or fraction thereof, to and including $500,000 $500,001 to $1,000,000 $2887.25 for the first $500,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $1,000,000 $1,000,001 and up $5012.25 for the first $1,000,000 plus $2.75 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 $13.50. 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 $15.75. 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. FAA SUBJECT P` City of Fridley 3371 AT THE TOP OF THE TWINS P` B U I L D I N G P E R M I T r RECEIPT NO. COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. 71 r 1 ; E 1 1 CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 763-571-3450 910-F15 10/14/02 JOB ADDRESS 6410 Squire Drive NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 8 4 Harris Lake Estates SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Jeremy & Valerie Hubel 6410 Squire Drive NE 763-502-0084 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Renaissance Exteriors 2556 Hwy 10, Mounds View, MN 55112 763-780-2000 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 20220285 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Replace windows within existing openings 9 CHANGE OF USE FROM TO STIPULATIONS Provide smoke detectors in all sleeping rooms and on all levels of the dwelling per Section 310.9.1.2 of the 1997 Uniform Building Code. Caulk and flash all exterior openings. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD 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 1 ISTALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $4,000 $2.00 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 $97.25 Fire SC $4.00 / PLAN CHECK FEE TOTALFEE (�-- License SC $5.00 $10 .25 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI EF PROP L VALIDATED IS IS YOUR PERMIT 13LJEG INS 011 /d - -a2- rT TE S,GNATURE OF OWNER,IF OWNER BUILDERI IDATEI FAA NEW [ ] Effective 1/1/2001 ADDN [ ] CITY OF FRIDLEY (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address:S� U Dow Legal Description: Owner Name & Address: �'erQ.M Va��ne Contractor: RenvtSs ,-nee X Mu Tel. # "763-5'nZ_ O(Cc, MN LICENSE#-2c-Q2ozPs Tel. # 7 6> 290 2ot3© Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: Construction Type: Rg6"Me"k vim's Estimated Cost: $ tOGU.o° Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ DATE: q- 2,3'r'Z APPLICANT: C�x Muk Tel. # CITY USE ONLY - Call (763) 572-3604 for Permit Fees if mailing in application Permit Fee $ . ��� Fee Schedule on Reverse Side Fire Surcharge $ DC7 .001 of Permit Valuation (1/10th%) State Surcharge $ ,,2_00 $.50/$1,000 Valuation SAC Charge $ $1150 per SAC Unit License Surcharge $ 0 U $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 $ 0 8 STIPULATIONS: It BUELDING 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. New Houses Only