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PRE 2010 DOCSEXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER SITE ADDRESS f CONTRACTOR f:�T�ldZAE 5 DATE 0 7 PHONE Determine working square footage of each. ..� 1. Total exposed wall area ...... .)t, Q, -Sr sq. ft. x .17 3 5. . 2. Total roof/ceiling area ...... sq. ft. x .05t Total exposed wall area above floor a. Total wall window area .............................. b. Total door area ....37-gQ� c. Total sliding glass door area ................... .L30- .�v -d. Total fireplace wall area....... _.o - ti e. Total wall frami.ng area (average f. Total net wall area above floor ................. g. Total rim joist area...,....... .......... ......... Total exposed foundation area h. Total foundation window area...... ............. i. Toal net foundation area above grade .......,.... Determine "U" value of each wall segment.'. a. X "u" 7 . b. 3 7,.e© X ' hull v o = C.- `c%U X hull -� z- gi� f/100 o — X dull _ X "U" D 1 `l_ /8 X louse — X nus = X ����� /7 may. X23 3.....................................Total = If item 7#3 is the same as, or less than item #1 you have met intent of SSC 6006(c)2. SF_ R l/�1T/4lf/ bo /7Z T- //✓v! ys ./7 �, 3S V: ,o6 3� '•5ofr7��'� ,cxr �i� f/rn�l /A'r 41X fJ,[Nl 1 Y �'Y. il- � F// 72,= A,t v/►/f S1D>/Y� �x r /;7 cy,� Svc � 77o/J75 100 vq,G,�o /YT Fl.."Vl ,lo/ 4/L//✓/ 3/72//V6 /;7 �/`T A/A U _ ,a7 •l7 �. 4A X/�z 1,7 "C pial c 7.Aoc4*-' ,EKY?' X/YZ fIAA-11 13 VC- Y7 U -•a3 G%P -0� �. !S 3 9; 7-7 U -•a3 City of Fridley SUBJECT RM IT N . ® 14441 AT THE TOP OF THE TWINS BUILDING PERMIT R.EPEIPT NO. a: ____ COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. 1 . l i CITY HALL FRIDLEY 55432 L J ` NUMBER REV. DATE PAGE OF APPROVED BY .---/"';,� 612-560-3450 910-F15 10/25/77 JOB ADDRESS 5131-5135 3rd Street N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 4 1 Carlson' s Summit Manor Annex SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE B & E Enterprises Inc. 85 Third Avenue S.E., New Brighton; Mn. 55112 636-4164 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. THE CITY OF FRIDLEY DOEs NE IC E NO. 5 ENGINEER MAIL ADDRESS ACCURACY OF UTILITY LOBATIONS P APl� ELEVATIONS, THIS DATA IS FOR INFORMATION n c 19poky 7, 6 USE OF BUILDING PERSONS USING IT SHOULD VERIFY THE 1NFGM,TItQ1Y Residential ON TIME SITE. 7 CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 42' x 24' Duplex and a 30' x 24' Garage 9 CHANGE QF USE FROM TO STIPULATIONS Provide a hard surface driveway. Provide sod in the front and side yards. Provide a verifying survey before capping. Provide City with copy of truss design. Prov ide louvered door on utility area. Provide 6" insulation between floor joists and install sound channel on all lower ceilings. Provide openable window or exhaust fan in utility room. SEWER LOCATION: (Approx. 8' Deep In Street) 11' North of Manhole (Inv. 832.33) WYE ELEV: 832.35 TOP OF FOOTING: 835.85 Minimum WATER LOCATION: 21' North of Manhole DRIVEWAY DEPRESSION COST: 30' + 6' x $11.75 = $423.00 WARNING SEPERATE PERMITS REQUIRED FOR WIRINGN Before digging call local utilities TELEPHONE - ELECI RIC -GAS Etc, HEATING, PLUMBING AND SIGNS. RE I D `� LAN'4 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-2 1124 + 720 29,424 Tota 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 2 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 $ 41,135 $20.57 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 A THER STATE OR LOCAL LAW REGULATING CON- $117.70 $750.00 STRUCTION R THE P FORMA F CONSTRUCTION. PLAN CHECK FEE TOTALFEE 9.42 $917.69 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT 1 TEI WHEN PRO ERLY-VALIDATED THIS IS YOUR PERMIT BLDG )NSP DATE SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE) J • CITY OF FRIDLEY APPLICATION FOR RESIDENTIAL BUILDING PERMITS (NEW, ALTERATIONS, .ADDITIONS, OR -REPAIRS) OWNER: BUILDER: Address: Address: ' a Tel. No.. L No.: i�E A Street: LOT: BLOCK: K A.DDITION: CORNER LOT: INSIDE LOT:y%SETBA 004�+,� X: SIDEYARDS: Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: Front: � Depth: �_ Height: Square Feet: Cubic Feet: Front: Depth: Height: n Square Feet: Cubic Feet: Type of Construction: Estimated Cost: $ To Be Completed: Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired $ $ (SEE REVERSE SIDE OF SHEET) The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. See reverse side for additional information. DATE: SIGNATURE: An Stipulations. o%, c%i '01aca S� 4C 5 ad 3 7� CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT PARTIAL RATE SCHEDULE w PLUMBING FIXTURE RATES: NO. m RATE ro TOTAL o /0 x a) $ Water x $2.00 $ New Fixture, Old Opening H[ ro $2.00 Q b y, W Ga 5 $ Heater y 0�1 . 1 $5.00 N N 100,000 BTU to 199,000 BTU yyN N W Water Softener a`1 $7.00 $ M 0 x �.$4 $ 1 c $ x 0'�-4 O .UC U 0 ci ro '$3.00 $ .0 Additional Fixtures x $1.00 $ Gas Range to 199,000 BTU x N U a G7 S a w ccn $ u aG Q 311 $5.00 $ a o as lec $2.00 $ State Surcharge $ .50 TOTAL FEE $ r-0 7. 1st 2nd 3rd 4th (R) = Future Connection Opening Connected with Sewer (•) = New Fixture, Old Opening Water PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures /0 x $3.00 $ Future Fixture Opening x $2.00 $ New Fixture, Old Opening x $2.00 $ Catch Basin x $5.00 $ Water Heater - to 99,000 BTU 2 x $5.00 $ /a. 100,000 BTU to 199,000 BTU x $10.00 S Water Softener x $7.00 $ New Ground Run Old Building x $5.00 $ Electric Water Heater x $5.00 $ GAS FITTING FEES: 1st 3 fixtures x '$3.00 $ ela •o d Additional Fixtures x $1.00 $ Gas Range to 199,000 BTU x $10.00 $ REPAIRS $ ALTERATIONS First $100.00 $5.00 $ each add. $100.00 or fraction $2.00 $ State Surcharge $ .50 TOTAL FEE $ r-0 REINSPECTION FEE ($10.00) Job Address �( l d .r� 1 „3 AJ. 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. N o ✓ Z Z-- , 19- 2-7- OWNER 9-OWNER T F Ae KIND OF BUILDING 4 / C - K USED AS '7) c.1 fr L L- / xJ TO BE COMPLETED ABOUT 4Ej(3 /9 7/0 ESTIMATED COST ;Z<,, C 61 177s %;2 i& OLD - NEW BUILDING PERMIT NO. PERMIT NO. ROUGH INSP. Date Company D C- - 4c- C W ers9 Signed By / e'-'4 Tel. No. -5-%l - / 7X 3 FINAL INSP. ! - �2- 7 - % Q Date APPROVAL FOR PERMIT g 4--4 J MINIMUM FEE FOR ANY PLUMBING PERMIT IS $7.50 PLUS $.50 STATE SURCBARGE GEOTECHNICAL 1925 Oakcrest Avenue / 220 - 20th Avenue North REPORT OF EXCA PROJECT: ION Roseville, Minnesota 55113 St. Cloud, Minnesota�91 REPORTED TO: (612) 636-7744 M -3451 G� k NA- .A PROPOSED,DUPLEX B-E ENTERPRISESINC. %� I4_K on" 5131 UNIVERSITY AVENUE 85 3RD AVENUE SOUTHEAST , FRIDLEY, MINNESOTA NEW BRIGHTON, MINNESOTA 55112 �� a GEC JOB NO: 1536 DATE: NOVEMBER 30, 1977 �Z CC: FRIDLEY BUILDING INSP. DEPT �A On October 14, 1977, we were called on to conduct an inspection of an excavation at the referenced site. Upon our arrival at the site, footing forms had already been placed along the south,.west, central and the western half of the north footing line. Soils en- countered in the east footing area and an eastern portion of the north footing line had been subcut to a depth of approximately 4' below the footing forms which were already in place. The area inspected by us was the eastern and north eastern area which had been subcut. Three hand auger borings were made in the rear. Boring No. 2 was done in the extreme south, boring No. 3 was done in the northwest and boring No. 1 was done in the center of the area which had been subcut approximately 4'. The logs of the borings are attached. Sheets explaining terminology of the logs and procedures are also attached. Field density tests were done in the footing areas in the western area of the proposed building. The tests were done using the Density of Soil in Place by the Sand Cone Method ASTM D 1556. One Modified Proctor Test (Laboratory HYDROLOGY • SOIL AND FOUNDATION ENGINEERING • TEST BORINGS MATERIALS TESTING • PERCOLATION TESTING • ENGINEERING GEOLOGY • CONSTRUCTION INSPECTION m 0 GEC # 1536 - Page 2 Moisture -Density Relation of Soils using a 10 lb. Rammer & 18" Drop)'ASTM D 1557 was also conducted. Relative density was com- pacted by dividing the field density by the proctor densityoex- pressed as a percentage. The results of the field density tests are as follows: DEPTH BELOW TEST BOTTOM OF MOISTURE RELATIVE NO. LOCATION FOOTING-. CONTENT W DENSITY (%) 1 Footing in extreme southwest -of building 2 Footing (approximate center) along north building line 3 Footing in south, near 2' step down i 1 16.8 95 3/4' 4.8 90? ' 11.5 93 The results of the Proctor test are as follows: SOIL OPTIMUM MOISTURE MAXIMUM DRY TYPE CONTENT M DENSITY (pcf) Silty sand, fine to medium 11.5 122.8 grained, light brown (SM) Based on the soils encountered by the soil borings in the eastern subcut area, it is our opinion the underlying soils will provide adequate structural support of the proposed footing. Field density tests taken in the formed footing areas indicate adequate compaction of soils underlying the footings. (It is our understanding approximately P-, 1 material in the western m portion of -the basement ha e _ d acce table and for ------------ this reason, 7handwau Z the frost footing trench only. A10 -f A '0� /Z /� "77 GEC GEC #1536 - Page 3 Under normal circumstances, a general subsurface investigation including standard penetration borings is recommended to aid in determining subsoil conditions. At this site, hand auger borings were done in the eastern area in an attempt to aid in determining the suitability of the underlying soils for the support of the proposed footings and slabs. Report Prepared By: Charles W. Bisek Under the Supervision Of: Roberf E. Penderg st, P.E. Minn. Reg. No. 8450 GEC L9GY 1 GLr"1UIVML GI7r1711lGGAIIrL9 110%jus sa OM1 IYIU GEC JOB NO: 1536 VERTICAL SCALE: 1".3' LOG OF BORING NO. 1 PROJECT: DEPTH, SURFACE ELEVATION: SAMPLE FIELD & LADORATURY TESTS MC DEN L L In FEET DESCRIPTION AND CLASSIFICATION GEOLOGY N WB TYPE REC. SILTY SAND, fine grained,brown 1 - (SP -9m) N HA 2- 3 - SILT, gray, (ML) N HA CLAY, gray, 4_ N HA SILTY SAND,fine grained,light N HA ALLUVIUM 5 N HA CLAYEY SILT,gray, (ML -CL) B-SAND,tine N HA gralne rown N HA SILTY CLAY, gray, (CL) 7 - END OF BORING B- 9 - *brown, (SP -SM) 10 - **(SP -SM) 11- 1- 12- 12- 13- 13- 14- 14- 15- 16- 16- 16- 17- 17-19-20- 19- 20- 21 21 DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY 0-7.3 HA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH DRILLING MUD LEVEL WATER LEVEL 11/14 A.C. 7.3 7.3 dry BORING 11/14/77 COMPLETED: ON THIS LOG CREW CHIEF: CB RIG: HA wrkft . s m_ ■ m ■ wwwwww ms■wm■ GialUYEirME. YYArYM#49 1Y1Y GEC JOB NO: 1536 VERTICAL SCALE: 1".3' LOG OF BORING NO. 2 PROJECT: DEPTH, SURFACE ELEVATION:SAMPLE FIELD Y LABORATORY TES1S MC DEN L L In FEET DESCRIPTION AND CLASSIFICATION GEOLOGY N WB TYPE REC. 1 _ SILTY .SAND, fine grained, brown, (SP -SM) N HA 2- 3- 4 - ALLUVIUM N HA SILTY SAND, very fine grained 5- brown, (nonplastic -SM) CLAY, gray, (CH) 8- N HA 7 END OF BORING - 8- 9- 9- 10- 10- 11 1111- 12 13- 14 -15- 18- 17 -18- 1e - s0 -41 - DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO SAMPLED CASING CAVE-IN DRILLING WATER 0-7 HA DATE TIME DEPTH DEPTH DEPTH MUD LEVEL LEVEL THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG I 1114 A.C. 7 7 dry BORING 11�14�77 COMPLETED: CREW CHIEF:CB RIG: I I I ArA��w� ��..w • mm■w.Iftswmewmw sw wwwwww ww.w�• vGY / Gv/7/r//rML G/r/i//�GGl�//�/i vYArYl�N/ /Y/Y GEC JOB NO: 1536 VERTICAL SCALE: 1".3' LOG OF BORING NO. 3 PROJECT:P OPOSED DUPLEX 5131 UNIVERSITY AVENUE, FRIDLEY, MINNESOTA DEPTH, In SURFACE ELEVATION:N SAMPLE FIELD & LABORATORY TESTS MC DEN L L FEET DESCRIPTION AND CLASSIFICATION GEOLOGY WB TYPE RFC. 1 - SILTY SAND, fine grained, 2- brown, (SP -SM) N HA 3- 4 -CLAY, gray, (CH) ALLUVIUM N HA I 8 - SILTY SAND, fine grained, N HA 7 li ht brown, (SP -SM) END OF BORING - 8- 9- 9- 10- 10- 11- 11- 12- 12- 13- 13- 14- 14- 15- iB- 18- 16- 17- 17- 19- 19- 20- 20- 21 - 21- DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO SAMPLED CASING CAVE-IN DRILLING WATER Q-% HA DATE TIME DEPTH DEPTH DEPTH MUD LEVEL LEVEL THE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG 11/14. A.C. % 7 dry BORING 11/14/77 COMPLETED: CREW CHI EF:CB RIG: HA MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTIONS SYM®OL SYMBOL GRAVEL- jj GW WELL-GRADED GRAVELS, LE SAND MIXTURES, LITTLE OR uJD CLLAN GRAVELS T';;•li r: NO FINES GRAVELLY (LITTLE OR NO •• •..•�•;�•• SOILS FINES) POORLY-GRADED GRAVELS,GRAVEL- ♦•••gg .•.F G� SAND MIXTURES, LITTLE OR COARSE •t •'• NO FINES GRAINED SOILS GSILTY GRAVELS, GRAVEL-SAND- MORE THAN SO% SILT MIXTURES OF COARSE FRAC- GRAVELS WITH FINES TION RETAINO (APPRECIABLE AMOUNT OF FINES) ON NO.4 SIEVE CLAYEY GRAVELS, GRAVEL-SAND- G C CLAY MIXTURES • !o SW WELL-GRADED SANDS, GRAVELLY OR NO FINES SAND SANDS, LITTLE AND CLEAN SAND (LITTLE SANDY OR NO FINES) SOILS POORLY-GRADED SANDS, GRAVELLY MORE THAN SO% .Sp SANDS, LITTLE OR NO FINES OF MATERIAL IS THAN NO, SIEVE SIlE .sm SILTY SANDS, SAND-SILT MIXTURES MORE THAN 50% SANDS WITH FINES OF COARsr FRAC- (APPRECIABLE AMOUNT TION PASSING OF FINES) NO. 4 SIEVE sr_ CLAYEY SANDS, SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE L SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WI TN SLIGHT PLASTICITY SILTS INORGANIC CLAYS OF LOW TO MEDIUM GRAINED LIQUID LIMIT L PLASTICITY, GRAVELLY CLAYS, SOILS CLAYS LLTHAN 50 SANDY CLAYS, SILTY CLAYS, LEAN CLAYS 11111111 I I I I I I I OL ORGANIC SILTS AND ORGANIC V I I I I I I I I I I SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR M H DIATOMACEOUS FINE SAND OR SILTY SOILS MORE THAN 50% SILTS OF MATERIAL IS AND LIQUID LIMIT CH INORGANIC CLAYS OF HIGH R THAN NO. CLAYS Q A THAN SO PLASTICITY, FAT CLAYS 200 SIEVE SI.E ' O H ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS H P PEAT, HUMUS, SWAMP SOILS WITH NIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE SORULRLINE SOIL CLASSIFICATIONS. SOIL CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM GEOLOGIC TERMINOLOGY The geologic description indicates the apparent depositional origin or stratigraphic name. Geologic identification is interpretive and subject to error. General categories of geologic deposits and descriptive information is as follows: BEDROCK Often a hard, dense, consolidated rock formation. Can also be soft, compressible, and unconsolidated. COARSE ALLUVIUM Sandy (and gravelly) soil. Stratified. Deposited from fast moving waters in streams, rivers and deltas. FILL Soil or other materials deposited by man. FINE ALLUVIUM Clayey and/or silty soil. Stratified. Deposited from slow moving waters in streams, rivers, and lakes. GLACIAL TILL Inorganic soil. Normally contains a wide range of grain sizes, from clay through boulders. Non- stratified. Deposited directly from glaciers. LAKE DEPOSIT Clayey soil. Laminated. Deposited from very slow moving waters in ponds and lakes. LOESS Silty soil. Non -stratified. Upper layer. Deposited from wind. OUTWASH Coarse alluvium deposited from glacial meltwaters. SLOPEWASH Organic and/or inorganic material. Washed from slopes and deposited in depressions. SWAMP DEPOSIT Peat, muck, and marl. Formed through accumulation of organic material under water. TOPSOIL Contains both inorganic and organic material. Upper, black layer of soil. Formed by weathering of in- organic soil and accumulation of organic material. TUMBLEROCK Dominantly gravel, boulders and rock slabs. Deposited from gravity flow down hills or cliffs. WEATHERED BEDROCK Bedrock which has been substantially weathered through disintegration or decomposition WEATHERED SOIL Texture and composition is transitional between topsoil and underlying non -weathered soil. TERMINOLOGY ON BORING LOGS GROUNDWATER Groundwater information is shown in two places on logs: 1) under "Water Level Measurements" and 2) in the "WB" column. Information under Water Level Measurements includes: 1) The depth to the water level (or drilling mud, if used) and the depth to the bottom of the hole (cave-in). Water level and cave-in measurements are taken with a weighted measuring tape. If free-standing water is not encountered in the hole, the term wet, or dry, is indicated under water level. This means that the soil recovered on the end of the measuring tape did, or did not, respectively, appear to be saturated. 2) The depth sampled and the depth of casing (or hollow -stem auger) ~for measurements made during the progress of the boring. 3) Date and time of measurements. Notation in the WB column describes whether soil samples appear to be waterbearing or saturated. Y means yes, N means no, and ? means questionable or indefinite. The water level symbol T in the WB column indicates the apparent depth to the groundwater table at the bore hole. Determination of the depth to the groundwater table is an interpretive process. The determination is based on various factors, including: water level measurements, the appearance of samples, overall subsurface conditions, site conditions and weather conditions. The accuracy of the indicated depth to the groundwater table can be quite variable. The water level symbol with an -arrow pointed downward (or upward) indicates that the water level is at or below (or above) the level indicated. Absence of the water level symbol does not necessarily mean groundwater was not encountered, or the water table or piezometric surface was not penetrated. The presence of groundwater in the soil and the level of the groundwater table can change with time. The information in the WB column is based on observations and measurements made at the time the boring was drilled and water level measurements were taken. Geotechnical Engineering Corporation 6/77 TERMINOLOGY ON BORING LOGS DRILLING, SAMPLING, AND TESTING A,B,N: A, B or N size casing or core. AC: At completion of boring. 4 cas: 4" inside diameter casing. CONS: One dimensional consolidation test. DEN: Dry density, pounds/cubic ft. DM: Drilling mud. FA: 6" diameter flite auger, motor driven. HYD: Hydrometer grain size analysis test. HA: Hand auger HSA: 34" inside diameter hollow stem auger. LL: Liquid limit. MC: Moisture content, percent of dry weight. N: Standard penetration test, penetration resistance, or N value, blows/ft. ORG: Organic content, percent. PAP: Paper plug. PERC: Percolation rate, minutes per inch. PERM: Permeability test. PL: Plastic limit. qc: Static cone bearing pressure, tons/sq. ft. qu: Unconfined compressive strength, pounds/sq. ft. RD: Rotary drilling REC: In split spoon sampling, the length of sample recovered, in inches. In rock coring, the length of core recovered as a percentage of the total core run. REV: Revert drilling fluid. SA: Sieve grain size analysis test. SG: Specific gravity. SS: Standard Split Spoon Sampler. Steel, 1-3/8" inside diameter, 2" outside diameter. 3TW: 3" diameter thin wall tube sampler. WAT: Water WB: Describes whether the sample appears to be waterbearing. (See attached sheet fcr additional information.) WH: Sampler advanced by static weight of drill rod & 140 lb. hammer. WR: Sampler advanced by static weight of AW size drill rod. -200: Amount of material finer than #200 sieve, percent. �. Water level symbol. (See attached sheet for additional information.) GEMSMEWCAL �11EEA1N C.ORPORATM TEST BORING AND SAMPLING PROCEDURES STANDARD PENETRATION - SPLIT SPOON (ASTM D 1586) A 1-3/8" ID, 2" OD steel sampling tube is driven into the soil with a 140 pound weight falling 30". The number of hammer blows required to drive the sampler 1',after an initial set of ?', is the standard pene- tration test ("N" value). The "N" value is an indication of the strength and compressibility of soil. Split spoon samples normally are taken at intervals of 2i' or 5'. At 22' intervals, the depth to contacts between soil layers can be determined to an accuracy of about 1'. At 5' intervals, the depth to contacts between soil layers is determined approximately, and the type of material present between sampling intervals is inferred based on the action of drilling tools. The bore hole is advanced between sampling intervals with a flite auger, or a hollow stem auger, or by rotary drilling. Methods used to stabilize the bore hole include: hollow stem auger, casing, drilling mud, Revert drilling fluid, or a plug of paper at the bottom of the hollow stem auger/casing. AUGER BORINGS An auger is drilled into the soil. The auger is then spun or retracted, and samples are taken at the ground surface or off the auger. Using this method, determination of the depth to contacts between layers normally is approximate only. THIN WALL TUBE SAMPLES (ASTM D 1587) Comparatively undisturbed samples are taken with thin wall tubes which are pushed hydraulically into soil. STATIC CONE TESTS The static cone test entails measuring the force required to push a steel cone penetrometer into soil. Cone diameters are 1-3/4",24",and 3". The apex angle is 60°. The cone is pushed hydraulically at a rate of l" per second. The static cone bearing pressure, qc, is the total load divided by the projected end area of the cone. The static cone bearing pressure is an indication of the strength and compressibility of soil. CORING (ASTM D 2113) . Coring is done with a diamond or carbide bit on a double tubed barrel. 6/77 . w •PARTIAL RATE SCHEDULE w '� U TOTAL yam( u 51,00 Hater J* ■ V .+ ■ .+ A ]] • jam' w New Fixture, Old'Oponing a w 1+ 1 � c c .� ..1 b M M Catch 5aein • w .. A L. .+ �� , .i w et ;5.100 Ilaator + • u x 510,00 C �M( x ,K �+ U 1, C U �^ ; Eleccrlc Hstar Neater - x $5,00 f .GAS FITTING FEES; 1st 3 fixtures r� $1,00 $ a .x 51,00 NNN «+ w x N NNq REPAIRS d ALTERATIONS ' li U' first :100.00 a Gi A '.ec Q icn h !� �o $ .50 TOTAL Fee 0 ne leo 1st • d Y� .. ?:1 d ' 4 to (RI - n tura Connection Opening Connoctod with Suuor (•) - How Figcuro, Old Opening Hater Job Addroas 5131 NE 3 Street 97.-8h-879001 .�•, _ Dapartment of Wildings ' City of Fridlay I Tal. NS71-)450 Tho undoreignod hereby makes applioation for permLt for the w apacified agruoing•to do all work in Strict Accordance with Cho C and rulings of Cho Dapartmont o! Buildings, and horoby doclares c the faots and roprgountations Stated in this application Are true • Fridley, M.i, 2.-3-78 OWNER JUDY GUIDON. KIND OP BUILDING frame`__ USED AS res. TO BE C014PLETED ABOUT 2-10-78 ' ESTIMATED COST OLD - NI:W UUILDING PERMITJ-4O, Ef IT CzCompany MINNEGASCO MINNEGASCO Signed Dy' Tol, No. , ROUGII INSP. Dato FI114L Dato ' APPROVAL FOR PERMIT MIIIIMUM YEE FOR Nly PLUMBING PERMIT 29 11.50 ' •PARTIAL RATE SCHEDULE PLUMBING. FIXTURE RATES: NO, RATE TOTAL Nu:.bccx Flxtuxee •• --ei x 51,00 S ruture t'!xtura Oponing •, `~ $2,00 g�— New Fixture, Old'Oponing x ;2,00 S —� Catch 5aein • x $5,00 %,water Hoarser - to 99,000 BTU,-,* x ;5.100 $ 100300 BTU to 199,000 BTU x 510,00 S water SaftAner _+ x 17,QO S ' New Grour.d• lain Old Building -� x $5,00 �^ ; Eleccrlc Hstar Neater - x $5,00 f .GAS FITTING FEES; 1st 3 fixtures x $1,00 $ )JdlticAal fixtures _ .x 51,00 1 �- X-11 hango to 199,000 BTU x $10,00 REPAIRS d ALTERATIONS ' first :100.00 $5,00 ; each Acd. 5100.00 or fraction $1,00 State Surcharge $ .50 TOTAL Fee 1 8.00 Job Addroas 5131 NE 3 Street 97.-8h-879001 .�•, _ Dapartment of Wildings ' City of Fridlay I Tal. NS71-)450 Tho undoreignod hereby makes applioation for permLt for the w apacified agruoing•to do all work in Strict Accordance with Cho C and rulings of Cho Dapartmont o! Buildings, and horoby doclares c the faots and roprgountations Stated in this application Are true • Fridley, M.i, 2.-3-78 OWNER JUDY GUIDON. KIND OP BUILDING frame`__ USED AS res. TO BE C014PLETED ABOUT 2-10-78 ' ESTIMATED COST OLD - NI:W UUILDING PERMITJ-4O, Ef IT CzCompany MINNEGASCO MINNEGASCO Signed Dy' Tol, No. , ROUGII INSP. Dato FI114L Dato ' APPROVAL FOR PERMIT MIIIIMUM YEE FOR Nly PLUMBING PERMIT 29 11.50 ' CITY OF FRIDLEY INSPECTION DIViSION 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 763.579-RA0 . RFFRMFRATIAN AAAI AID CnPJnITInNINr CVCTreee AND DE RATE SCHEDULE JOB ADDRESS OWNER Residential Rate TOTAL Furnace Shell and Duct Work, Burner - 9n Also Replacement Furnace $ 30.00 $ 30 - c (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, $ 10.00 $ but not replacement) $ 10.00 $ Gas Range Gas Dryer *Air Conditioning - All Sizes Ali Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work Commercial/Industrial 1.251yo of Value of Appliance or Work $ 10.00 $ $ 25.00 $ 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 $ BUILDING USED ESTIMATED COS Effective On January 1, 2001 . �ErA S S4 (� 11__ eA �, L, der5l, Asg"' T Ino• on PERMIT NO. ,lq6 C' DESCRIPTION OF FURNACE AND OR BURNER No. of Heating Units Circle One (Steam) (Hot W aterqWLarm AirTrade Name rns-ft ynC Size No BTU�D — OnC-) HP EDR Fuel al ('. ±Ij C4 Total Connected Load 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 rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. DATE 6 A i COMMON VENT, VENT CONNECTOR AND COMBUSTION AIR VERIFICATION When replacing an existing furance, the undersigned hereby verges that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes VNo The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes (v4o 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 (vO No The existing combustion air is sized and installed to meet the current codes and manufacturer's specifications. Yes (X 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 (x4/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 Time and Size/Common Vent and Vent Connector Information Appliance #1 Type TU 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: CITY OF FRIDLEY INSPEC-1 ION DIV. 6431 University Ave NE Fridley, MN 55432 763-572-3604 N APPLICATION FOR PLUMBING AND GAS FITTING PERMIT Effective On Jan 1, 2001 PLUMBING FIXTURE RATES: New Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Sump/Receiving Tank Water Treating Appliance Water Heater -Electric Water Heater - Gas" NO. RATE Gas Range" Gas Dryer" Back Flow Preventer Required ( )Yes () No Type $ 7.00 $ 4.00 $ 5.00 $ 7.00 $ 7.00 $ 7.00 $ 7.00 $10.00 $ 7.00 $10.00 $10.00 $10.00 $15.00 Reinspection Fee $47.00/Hr ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1.5% of Value of Fixture or Appliance TOTAL State Surcharge S .50 TOTAL FEE $ C JOB ADDRESS 51,3 R '�/- >l-- 4 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the city codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. .5 —0 /.,20— Building .20_ Owner Building Used As . Estimated CostBCS PERMIT NO. PLUMBING COMPANY 0, / �- ) J z i ZZ LC 00 ej SIGNED BY .t D TEL N0. — Approved By 14 Rough -In Date Final Date ............ rrr t .,rl ..w ni 11un1k1&-14-- w Q n0t2UM IQ Mn nn COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. COMMON VENT INP ON BACK SIDE 9goP Amle MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR •' e'::;.. �: ..:3k: ��:: .:....�. Wash .%1'�, C••�'% ���'•� .?ah:::. Floor -Auto. ��} :'•.°?.car'.'}:••}:;; �.: '> :. G as ....,{{ r•.}?::`�':'Y`:?<}r•;. ;:.:a;::::;�;: ' Water Heater Stories .:._..: �et: Urinal ;.r.4-: ::.,e. T't� Shower y>A::>v::; y«; Tra Drain Range . Gas Elec iYq'v i':•}:•}. :%•:.:: {d✓lfij$':i •. J! v4:.•. i�:;S,.n :•}e.: �`)'f. {:::.r•:.}:i. -£py-y: }: it.::: •. Basement v::'}%y .r:�'.:: .}}r:•}:•::•:J:::< .>:<�..}:.:_:.>}:::.:..; Floor 1 :.r.•r. •}y� P. Mr 2 FIOO i:.0're.•r::U Floor 3 ::::::::::� •::�: I r4 F o0 v» PLUMBING FIXTURE RATES: New Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Sump/Receiving Tank Water Treating Appliance Water Heater -Electric Water Heater - Gas" NO. RATE Gas Range" Gas Dryer" Back Flow Preventer Required ( )Yes () No Type $ 7.00 $ 4.00 $ 5.00 $ 7.00 $ 7.00 $ 7.00 $ 7.00 $10.00 $ 7.00 $10.00 $10.00 $10.00 $15.00 Reinspection Fee $47.00/Hr ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1.5% of Value of Fixture or Appliance TOTAL State Surcharge S .50 TOTAL FEE $ C JOB ADDRESS 51,3 R '�/- >l-- 4 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the city codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. .5 —0 /.,20— Building .20_ Owner Building Used As . Estimated CostBCS PERMIT NO. PLUMBING COMPANY 0, / �- ) J z i ZZ LC 00 ej SIGNED BY .t D TEL N0. — Approved By 14 Rough -In Date Final Date ............ rrr t .,rl ..w ni 11un1k1&-14-- w Q n0t2UM IQ Mn nn COMBUSTION AIR SHALL BE PROVIDED PER UMC SECTION 504(A) AND TABLE 6-A. COMMON VENT INP ON BACK SIDE 9goP Amle 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 manufacturers 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 manufacturers 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 : G7YOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (763) 571-3450 • FAX (763) 571-1287 March 7, 2003 Mr. Andrew Kociscak 3505 Co Rd 44 Minnetrista, MN 55364 Re: Final Inspection at 5131-35 3 Street NE Contractor: Air Mechanical Inc & C Walsh Plumbing Co Dear Mr. Kociscak: Mechanical and plumbing permits were issued on October 5 & 9, 2001 to install a furnace and water heater at this address. According to the 1991 Uniform Mechanical Code a final inspection shall be conducted on the work authorized by these permits. As of this date the inspections have not been requested. The permit fees that were paid cover the inspections to make sure the work was completed according to the Codes. We will keep your permit open for another 30 days and if we do not hear from you within this time to set up the inspection, we will mark the permit "no inspection called for by owner after notification" and take no further action. To set up the inspection or to have any questions answered, please contact the Building Inspection Division at (763) 572-3604. Sincerely, DJ/mh