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Home My WebLink About1992-004633 - 2 story addition PERMIT OITY OF ORONO PERMIT TYPE: NG 1335 Brown Rd. South • P.O. Box 66 Permit Number: c.� 4-. -. Crystal Bay, Minnesota 55323 Date Issued: 09/15/92 (612) 473-7357 SITE ADDRESS: 15 TONI:::AWA RD CH DESCRIPTION: =,TORY ADD I T I I_,"? Euildin3 Perrrlit• TyF,e '-F-ADD/REMODEL BUiIdlit-t WC,rk: TyI* ADDITION y �y� 1 ;+i' I iC t I r jj IC S 11 ''TT! W �, -:; 1+11 F cE :n Est.},i�c , + 17 �.�� k �, Rf, VN F';hlANEE OF FEE LRL 1A; ;3ji00Mi " a� 011 0��✓r �✓ � � � x � i.i��.fvi wV�f{iv rr .611 C 95 ,7 X3. cei xEar;rp 11 ( t IV7 J6 OW15192 f � s REMARKS: SEPARATE PERMITS REQU I RED' " -MECHANICAL, SEPTIC'; FIREPLACE MA ;0l`,J RY) AND ELECTRICAL (STATE FEE SUMMARY: ------ VAL L1AT I ON 700 Ease Fee $947.50 Plan Review $615. 8 = Surcharge ---------U'Ds_C, Tot1 Fee $1 , G 57 . 23 APP C �i PY��°=: I 14750548 i001155 FRANK '1900 WAY ATA BL.VE F 15 T I_INKAWA RD WAYZATA MN -S 5:3'31 ORONO MN 55: S6 (61 2) 475-0S48— 473—S673 THE t JNDERSIGNED HEREBY REQ 1ECT' PERM I=:' I CIN TO MAKE THE REAL IMPROVEMENTS ;F'E.C:I F I E:C} AND AGREES' TO DO ALL WORK I N '=:TRIC:► COMPLIANCE WITH ALL C:I TY OF ORI�IN!_I ORDINANCES AND STATE OF M I NNE':+_ITA B 1 I LD I NG CI=IDE REQUIREMENT':-" . APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE �� R CITY OF ORONO - BUILDING PERMIT APPLICATION Total Fee: $ Date Received: Date Approved: Entered By: ('_!: Permit#: <4 ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED (See Check-off List Enclosed) THE APPLICANT IS: (circle oneOWNERCONTRACTOR JOB SITE ADDRESS: Ttz)t-j ZIP: �53� (work) NAME OF OWNER: (home) MAILING ADDRESS: IS CITY: fZbI�N ZIP: CONTRACTOR: -2PHONE: luy-.1�4^ MAILING ADDRESS: CITY: �M \Ntr�T®K1IP: �S3bS'' STATE LICENSE: # L,oO Seo ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: S 3ci NAME: REGISTRATION # TYPE OF WORK: New Addition Accessory Structure Move Demo Remodel/Alteration Renovate Land Alteration PROPOSED WORK (describe in detail) : STORIES: 72— SQ. FEET OF EACH FLOOR: Z� NO. OF BEDROOMS:_ GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION (excluding land) : $ 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 and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: ♦`�� ` i* �a CITY of ORONO CITY Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices • • ' • • On the North Shore of Lake Minnetonka DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address VHIKKE'T�ty� City State Zip Phone I understand my rights as stated above. Signature BUILDING&ZONING—473-7357 • ADMINISTRATION&FINANCE — 473.7358 • PUBLIC WORKS—473-7359 ASSESSING S13.04 RIGHTS OF SUBJECTS OF DATA Subdivision L Type of data. The rights of individuals on whom the data is stored or to be stored shall be as set forth in this section. Subd. 2. Information required to be given individual. An.individual asked to be informed of: (a) the supply private or confidential data coneernina himself within the collecting stat agency, purpose and intended use of the requested (b) whether he may refuse or is legally political subdivision, or statewide system; known consequence arising from his required to supply the requested data; (c) any supplying or refusing to supply private or confidential data; and (d) the identity of other persons or entities authorized by state or federal lto supply receive tdata p 1 when an individual is ask requirement shall not apply pursuant to section 13.82, subdivision 5, to a law enforcement officer. e the ntice re uired under The commissioner of revenue mayrolerre t tax ound instrns ins uctioteadthis subdivision in the individual income tax �r on those forms. -- - Subd. 3. Acem to data by individual, Upon request to a responsible authority, an individuals be informadwhether ile, privatee is esubject of or confidential.ed data on Upon his individuals; and whether it is classifie p public data on further request, an individual who is the subject of st ri himria id if he desires, shall individuals shall be shown the data wing of that data. After an individual has been Se informed of the content and meaning the data need not be disclosed to shown the private data and informed of its e or action pursuant to this section is him for six months thereafter unless a disp • pending or additional data on the individual has+a a or public data collected rupon arequest by responsible authority shall provide copies of P require the the individual subject ofthe ache tual cosh of mresaking,lcert certifying, and may the requesting person to pay copies. Immediately, if possible, with any request The responsible authority shall comply i of the date of the request, made pursuant to this subdivisi8ed le or el thinholidays,five dif immediate compliance is not excluding Saturdays, Sundays grm the possible. If he cannot comply with the request within that which to comply with the individual, and may have an additional Ys withinrequest, excluding Saturdays, Sundays and legal holidays. Subd. 4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness-of public or nr�t� theta oncerning responsib a authority ty exercise this right, an individual shall Y responsible authority shall within 30 describing the nature of the disagreement. The to days either: (a) correct the data found,tcoble ate data, including recipients or incomplete namedt by notify past recipients of inaccurate or incomplete the individual; or (b) notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data* The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. C3E= OFF FOR LIST OFFOC SSII ONEEvTS COF PERMI SS OR T,,,,;?G�'�T.: S/ / ��,, .i��,Yi /C i(_ PID: ADDRESS DESGRSPTZON OF WORE: ' %. �� ------------ ------------ -----------ZONING REVIEW BY: DATE APPROVED: '/ Bt7IZDZNG RE9=L'`W BY: DATE APPROVED• ci-!O-5 2-- - _____ ------------ FEES TO BE CEARGED'- -- M.isc. Fees Calculated Bv: P=R_MIT Yes c.-,/ No PLAN REVIEW Yes- No SEWER CONNECTION STATE SURCHARGE Yes WAT:'R CONNEC'�'SON T GATION FEE Yes_ No�7..�1,/ PARR FEE INVESTS Yes No v SITE INSPECTION SAC SAC Units OTHER (saecifJ) N=,ber o= ----------------------------------- __ _ _-------------------- ZONING CREG� LIST _ Zoning Dist_i ct• L2-/4 y NAL N Post Off_ce: IL Scool District /U/C- =e Dept:. Lot Area /�rL Wi dth: N(� Survev Submi-ted: Yes--X— No Date c Survey• Z ?_noosed Se_�ba�cQc1s . las 1 + Right Side AIM Rea_ ( �tr est) -23-2 -}- Le.;- Side: �/3 tJ /N O C:Oft N ✓ G�-C-y) Wet?and Ad.ace^t Structures : A7111 JZ5 ' =eak Z`7 3u_ldil g Height: De--,;:. H171-M. Lot Coverage Setbac proposed Hardcover : 0-75 ' 75-250 ' 250-500 ' 500-1000 ' -ardcover Varian Rec7u,red: Yes No ate of Cou cit Approval _ By: Council Aaproval Date: G-adirng: Staff _mroval Dat Hectic: Staff pproval at By: les Resolu ion Dats: ile : soutn T �o_^ring m , . R..�RKS (in case) : 3ITTTnING REVIEW CHECK LIST _ QBC: (�-3 CONSTRIICTION =E:.�L Sa Footage $ Per Sq Ftg 3zseWent x = Ls Floor x _ 2nd Floor x ;ar age x x 'OTAia . Qo Estimated Construcr ion Value: $ I $1 0 O Word Requ?ring Separate Perm I ssaec��i oas Required: De p i=bing Grading/Filling _Site F;r Footing -TMec ani cal _�C Sec�ic Water Connection Framing �y - Sewer Connection �_nsLla on _1GFi erlace _4 T (Mascnry) O trier . Sp Wa_1_ Boa_d (Mfg. ) Well ( Sta`e �FinalElectrical (State Pe,-mit) - ------------------------------------------------------ - ------------------- T-7m-AP-KS CIN HOUSE) :;VIEW B`_' OT�RS: DATE" Access : Existi^� New Access r,cnrova_: Date Bv: ;.' MS (To BE NOTED ON PERM-IT) : t CITY OF ORONO Permit # SEPTIC SYSTEM APPROVAL Fee $ Entered By The General Contractor will be given a copy of this report and is responsible for its distributionPROVED all UNLESSTHISSHEETtISsATTACHEDC SYSTEM DESIGN IS NOT CONSIDERED LOCATION: _ T/S- /oI-) I Akd` ''� S PHONE: GENERAL CONTRACTOR: J SEPTIC CONTRACTOR: PHONE: PHONE: OWNER: �] APPROVED CONDITIONALLY APPROVED: (Note Changes Below) • COMMENTS: S717, r NOTICE TO INSTALLERS: Any changes Call for pinspe tions 24 hours roved plans and advancecs must e have prior approval of the Inspector (473-7357). NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. uT1�TVTTv $ MUST BE FENCED prior to building site excavation and fencing must „ D remain in place until final site grading. Approval to gout footings w�Il not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VEHICULAR TRAFFIC CAN CAUSE SOIL. COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. g ty of Orono Date Approved y ADDITIONAL SYSTEM DESIGN INFORMATION r FOR JENSEN HOMES IN TRACT C, R.L.S. # 540 ORONO, MINNESOTA 9-3-92 For another proposed addition as shown on the attached survey drawing, the following information for the septic system is included. According to the recently installed water meter 5960 gallons where used in a 10: day period, which seems low for a 7 bedroom house the 1-9-91 redesign was for. The builder indicated the iron filters use 800 gallons per week and the water softener-800 gallons per week. If any of this water can be discharged separately without going into the septic system, it would help. The existing mound appears to be about 70 feet long for the rock bed, which is less than the 87.5 feet redesigned on 1-19-91. With an additional room being proposed, the new total should be 100 feet of rockbed with sideslopes as shown in the new design. Because the pumps at one time were discharging all at once, there may be cracks in the sand layer that have created seepage on the west side of the mound. This west side should be reworked as part of the project. Also, drainage around the east end to the north must be maintained. If any other information is needed, please contact me. Sincerely, PERCOR, INC. Mark S. Gronberg, PCA certified CITY OF� ORONO ISW PERMIT NO. --- jsib�1TTEtJ NOTED - 1;T1; CC. _cIONS AS i A ,` J & RESUBMIT nur F i ci on. All woi k shall be doM 1n f' i ti c a.;.l. �!r a Ljnding & zonir* Code re• i` 'ly noted in :his review '(EEP Tt-IiS PLAN SET ON SITE AT ALL TIMES. �%• 7FA41F.v yds"'r E..S l BFA.-• .'FTT BFQ/lGGiF;.`� (,�E-p��iG✓ Foe 7BFORGOMS,E-19 MOUND DESIGN PROCEDURE (For Flows up to 1200 gpd) A. Sewage Flow Rate F. Pressure Distribution System See D-7 or I-3, 4, or 5, or use metered value; Flow Rate = 1. Select number of perforated 1200 ^gpd laterals 2. Select perforation spacing B. Septic Tank Liquid Volume - 3 ft (see C-3 or C-5) gallons AS efFGRE _ 3. Select perforated lateral C. Soil Characteristics length; Note if manifold is at end of rock layer, lateral 1. Depth to restricting layer length is rock layer length such as seasonally saturated less half a perforation soil, bedrock, coarse soil, spacing. If manifold is in etc. ; 2 _inches center of rock layer, lateral 2. Depth of percolation tests; length is one-half rock layer _inches length less half a perforation spacing. Perforated lateral 3. Number of percolation test length = •? 6 ft.Sourir� 61 'Noxrtl holes; S holes 4. Divide lateral length by pc:rfor- 4. Ave. percolation rate; ation spacing to get number of /2 . 6 mpi perforations per Lateral 5. Landslope = 7 % A1,4X 4T P. -?/' S feet -. 3 feet = /2 perfs fP# Note: last perforation must be D. Rock Layer Dimensions ' in end cap, p, (see page E — 4) 4',Z. S ZAl 1. Multiply gpd by 0.83 to 5. Multiply perforations per obtain required area of lateral by number of laterals rock layer; to get total number of 1200 gpd x 0.83 -/OOOsq ft perforations; /2 perfs/lat x 3 lats = 36 loch; 2. Select width of rock layer 7 /. x -7- _ -,vdRrc: 6. Itetermine required flow rate (10 feet or less) Meet by multiplying number of 3. Length of rock layer = Area perforations by flow per �'72 Width/pOo sq ft - /O ft perforation (see mage E-17) /DO ft perfs x0,569pm/perf = 5g1>in E. Rock Volume 7.. Select minimum required 1aCcral diameter from table on Page E-17; 1. Multiply rock area by rock depth enter table with perforation to get cubic feet of rock; spacing, perforation diameter, /000 sq f t x ./, 0'f t =/,040cu f t and number of perforations per 2. Divide cu ft by 27 cu ft/cu yd lateral. Select minimum diameter for perforated lateral to get cubic yards; ,37, Q = 2 inches 5w,4fFrORF 3. Multiply cubic yards by 1.4 to get weight of rock in tons; G. Basal Width .?7. Ocu yds x 1.4 = S/, Ptons 1. Percolation rate in top 12 inches of soil is /2. 7 mpi 2. Select allowable soil loading; rate from table on page E-16; L/;F O, 50 gpd/ft2 `,-. 1; BFO '✓✓m _ �RF-oFr�G� Fox 7 BFo.�ars� E-20 MOUND DESIGN PROCEDURE (Continued) RC d ES/G�v (For Flows up to 1200 gpd) G.3. Calculate basal width ratio H.2.f. Multiply dike multiplier by by dividing rock layer downslope mound height to get loading rate of 1. 20 gpd/ft2 downslope dike width; by allowable soil loading .S•,S'6' x .?. 7 = 20, 6 f t rate; 1. 20 gpd/i t2 -Q.SOgpd/f t2 2.1/O g• Compare the values of step 11. 1 and step 11.2. f. Select the Checkthis., value on page E-16. greater of the two values a;; 4. Multiply basal width ratio by the downslope dike width; rock layer width to get 2o, 6 feet required basal width; h. Calculate upslope dike width 2,'0 x /O f t = 2-y,Of t using upslope mound height and upslope dike multiplier H. Downslope Dike Width from page E-18; ft 1 . If landslope is 3/ or more, i. Total mound width is the sum subtract rock layer width of upslope dike width plus rock from basal width to obtain layer width plus downslope dike minimum downslope dike toe width width• 2,111.0 ft - /Oft = /'/Oft 9ft�+ IC ft +26.0ft 2. Calculate mound height at edge 3. If landslope is 2.9'percent or of rock layer on downslope side; less, basal width includes both a . Determine depth of clean sand the upslope and downslope 'dike fill at upslope edge of rock widths. layer: / feet b . 'Iultiply rock layer width by a. Calculate downslope dike width landslope to determine drop using steps 11.2.a. through in elevation; 11.2.f; feet /D 1 x 7 % = 100 7 ft b. Calculate upslope dike width c. Add drop in elevation to depth using upslope mound height and of clean sand at upslope edge dike multiplier from Page E-18; of rock layer to get depth of x ft = ft clean sand at downslope edge c. Add downslope dike width to of rock layer. upslope dike width to rock C. %f t + / f t- 7 f t layer width to get total mound d. Add depth of clean sand at down- width; slope edge to depth of rock ft + ft + ft = ft layer to depth of soil backfill d. Compare total mound width to to get mound height at downslope edge of rock layer; required basal width from step /. 7 f t +• I f t + If t = 37.7 f t G.4. If total mound width is greater than required basal. e. Enter table on page E-18 with width, use calculated dike landslope and downslope dike widths. If required basal ratio. Select dike multiplier width is greater than total. of Z/:/ fGopc- mound width, increase downslope dike width. .�FNJFiv NO/� F.T -7 BFD�c om I) PUMP SELECTION PROCEDURE 9-3'9L A. Determine pump capacity: r 1 . Minimum suggested is 600 gallons e per hour (l0 Rpm) - to stay ahead of water use rat 2. Maximum suggested .for delivery to a drop box of a home system is- 2700 gallons per hour (45 gpm) to prevent buildup of pressure in drop box 3. Use value from design of pressure distribution system SELECTED PUMP.CAPACITY . . . . . . . . . . . . . . . . SS -----._. gpm B. Determine head requirements: 1 . Elevation difference between pump and point of discharge _ 2• If pumping to a pressure distribution system, add 5 feet '`— feet for pressure required at manifold 3. Friction loss .? feet a. Enter friction loss table with gpm and pine diameter. Read friction loss in feet per 100 feet from page F-18. F. L. = y. 7� ft/100 ft b. Determine total pipe length from pump to discharge point. Add 25 percent to pipe length for fitting loss, or use a fitting loss chart. Equivalent pipe length = 1.25 times pipe length = 1.25 x 12- 56' C. Calculate total friction loss by multi.plying - �.5feet friction loss it' ft/100 ft by equivalent pine length. Total friction loss = V. 7 6 __ 4. Total head required is the sum of lavation d f6 feet ifference, special head requirements, and total friction loss. TOTAL HEAD . . . . . . . . . . . . . . . . . . . . . . feet C. Pump selection 1 • ! A pump must be `selected to deliver at least S.S' with at least - gpm /�. feet of total head. I). To maximize pump life select sump size for 4 to 5 pump operations per day. I:. Calculate drainback I • Determine toLnl.' pipe lenl;th, 2_ ,5 feat2 . . Determine liquid volume ofPiPepe, - + _ 7. gallons per 100 feet. (See page E-18) 3. Multiply length by volume: Drainback quantity = 5 feet x I7,y gallons/1.00 ft - Z/ JP gallons 4 . Suggested drainback quantity is 10 percent of pumped .quantity. A larger drainback percentage will decrease pump station efficiency slightly but pumping energy costs are usually a relatively small part of the total hour:ehold energy costs. O 9. 0 3. 92 1 1 : 45 -AM * BRUCE SCHMITT & A S S C P O 1 E OROMPrnp ENERGY CALCULATIONS FOR. ADDITION&REMODEL NG MR. & MRS. FRANK@ENNETT AUGUST 28, 1992 ORONO, MINNESOTA BRUCE W. SCHMITT&ASSOCIATES, PA, ARCHITECTS PREPARED BY: JEFF SCHNEIDER BASIC AREA CALCULATIONS mom FLAT CEILING 540.0 SQ.FT, TOTAL ROOF AREA 540.o s0.FT. LOWER LEVEL CONCRETE BLOCK/FURRING 97.0 SQ.FT. RIM/SIDING:BETWEEN LL& FF 73.0 SO.FT. TOTAL 170.0 SOFT, FIRST FLOOR WOOD FRAME/SIDING 69g.0 SQ.FT. RIM/ATTIC:BETWEEN FF &SF 92.0 SQ.FT. TOTAL 791.0 SO)- 7-SECOND FLOOR WOOD FRAME/SIDING 830.0 SO-FT. TOTAL 830.0 SQ.FT TOTAL WALL AREASALL WALLS I 1791,01SQFT MOM FIRST FLOOR AT BRIDGEWAY 75,0 SO-FT. TOTAL 75.0 SQ.FT. TOTAL EXPOSED FLOOR AREA 75.0 O.FT. OPENINGS AT WOOD FRAME/SIDING: CASEMENT WINDOWS (PELLA) 9 ,2468CC 14.50 SO.FT.- 130.5 SQ.FT. 1 ,2464CC 11.88 SQ.FT.- 11.9 SO-FT. 3 ,2042CC 8.16 SO.FT 24.5 SQ.FT. SUBTOTAL 166.9 SOFT. FRENCH WOOD HINGED (PELL A) i ,A1-18 39.24 SO-FT.= 39.2 SQ.FT. SUBTOTAL 39.2 SO.FT, TOTAL FIRST FLOOR LEVEL OPENINGS: AT WOOD FRAMSMOING 206.1 SQ.FT. TOTAL 2oB. sO. r. ......^-%.r ^~A&9,w 0 aaTce 0 A PAGE 1 O 9. O 3. 92 1 1 : 4 5 AM * BRUCE SCHMITT & A S S C P O 2 OPENINGS — continued AT WOOD FRAMEI.SIDING: CASEMENT WINDOWS(PEVA) 15 ,2464CC 11.80 SQ.FT.= 177.0 SO-FT. 1 ,20360C 7.12 SQ.FT.= 7.1 SQ.FT. SUBTOTAL 184.1 SQ.FT. TOTAL SECOND FLOOR OPENINGS: AT WOOD FRAME)SIDING 184.1 SQ.FT. roTAL TOTAL OPENINGS ALL LEVELS. CASEMENT(PELLA) 351.0 Sd.F7. FRENCH WD DOORS—HINGED (PELLA) 39.2 SQ.FT. TOTAL 390.2 3902 Q.FT SECTIONS ROOF AT FLAT CEILING EXTERIOR AIR FILM 0.17 INSULATION 44.00 GYPSUM BOARD 0.57 INTERIOR AIR FILM 0.61 TOTAL R CONCRETE B.LO- CKJFURRIN.0 EXTERIOR AIR FILM 0.17 CONCRETE BLOCK 2.00 1—1j2" INSUL.(90%OF AREA) 4,82 (5.355x.g) 1-112'SOFTWOOD (10%AREA) 0.19 (1.87bx.1) 5182 GYPSUM BOARD 0.57 WOOD FRAWS1DING AT STUDS EXTERIOR AIR FILM 0.17 SIDING 0.81 'fYVEK 0.06 SHEATHING 0.63 STUD 6.68 MM101 iu D^Ar% 0.57 INTERIOR AIR FILM 0.58 TOTAL R 9.80;'U'= 0.10210 BRUCE W. SCHMITT&ASSOCOCIATES, PA. PAGE 2 09. 03. 92 1 1 : 45-AM KSRUCE SCHMIT"T & ASSC 1=103 "wi WOOD FRAME/SIDING ATINSULATION EXTERIOR AIR FILM 0.17 SIDING 0.81 TYVEK 0.06 SHEATHING 0.83 INSULATION 19.00 GYPSUM BOARD 0.57 INTERIOR AIR FILM 0.88 TOYAL R 21.92;'U'= 0.0456 RIM AT SIDING EXTERIOR AIR FILM 0,17 SIDING 0.81 TYVEK 0.06 SHEATHING o.s3 RIM JOIST 1.88 BATT INSULATION 25.00 INTERIOR AIR FILM 0.68 TOTAL R 24.2.? "u"m 0•0342 AT ATTIC EXTERIOR AIR FILM 0.17 RIM JOIST 1.88 BATT INSULATION 26.00 INTERIOR AIR FILM 0.0 TOTAL R 27.73;*LP- 0A361 EXTERIOR AIR FILM 0.17 112'PLYWOOD SHEATHING 0.6 INSULATION 38.00 5/8"PLYWOOD SUBFLOOR 0.78 INTEF40R AIR FILM 0.92 TOTAL R 40.50;V-- 0.0247 NET AREAS FLAT CEILING 540.0 AREA 640.0 SQ.FT. LESS OPENINGS NONE SQ.FT. _ NET 640;0 SQ.FT. AT CONCRETE BLOCKIFURRING NO OPENINGS WALL AREA 97.0 SQ.FT. LESS OPENINGS o.o SQ,FT. NEI' 97.0 SO-FT BRUCE W.SCHMITT&ASSOCOCIATES,PA. PAGE 3 09. 03. 92 1 1 : 45AM # Bmmucz SCHMITT & ASSC P 0 4 . f air NET AREAS - continued AT WOOD FRAMEISIDING ggg.0 8C.FT. WALL AREA 90.9 SO.FT. LESS 13%STUDS Q.FT. SUBTOTAL LESS OPENINGS 208.1 SQ.FT. 402.0 So.FT. � NET AT WOODRAM. I��^D.INQ em,o SQ,FT. WALL AREA 107.9 SQ.FT. LESS 13%STUDS SUBTOTAL 722.1 SQ.F7. LESS OPENINGS 184.1 SQ.FT. sw.o so.tr. NET "U"AVERAGES SQ.FT� "U'VALU TOTAL SCQ�,R�PT10N = 11.9 FLAT CEILING 540,0 0.0221 54a o SQ.FT 11.9 TOTALS ROOF"U° AVERAGE IS 0.02205 0.026 MAXIMUM ALLOWABLE'U'AVERAGE IS GREATER THAN ACTUAL U-AVERAGE;THEREFORE ROOF CONSTRUCTION IS GOOD. DESCRIPTION Q. x "U' A U TOTAL CONCRETE BLOCK/FURRING 97.0 11.51 0.1186 = 198.8 0.1020 No 20.28 WOOD FRAME/SIDING AT STUD 940,0 0.0456 - 42.88 WOOD FRAME/SIDING AT INSUL 73.0 0,0342 - 2,60 RIM AT SIDING 3.32 RIM AT ATTIC 92.0 0.0361 = CASEMENT(Pi=LLA) 351,0 0.32 = 112.31 39.2 0.29 = 11.36 FRENCH WD DOORS-HINGED(PEVA) 1791.0 SQ.FT. 20418 TOTAL WALL"U'AVERAG E I S 0.11 0.11 MAXIMUM ALLOWABLE U,,AVERAGE IS GREATER THAN OR EQUAL TO ACTUAL "U'AVERAGE-,THEREFORE WALL CONSTRUCTION IS GOOD. 'U"V LUE = TOTAL DESCRIPTION 1.85 TYPICAL FLOOR 75.0 0.0247 = TOTAL 75.0 SQ.FT. 1.85 FLOOR NUN AVERAGE IS 0.0247 0.06 MAXIMUM AU.OWABLE'U"AVERAGE IS GREATER THAN ACTUAL'U'AVERAGE; THEREFORE FLOOR CONSTRUCTION IS GOOD. PAGE 4 BRUCE W.SCHMITT&ASSOCOCIATES,P.A. ATE TIME CITY OF ORONO CALLED IN q�2�gZ — �— INSPECTION NOTI E SCHEDULED JzGey — PERMIT NO. 3 COMPLETED U ADDRESS ' OWNER CONTR.,..dz��/ TELEPHO E NO. 7�'-0 D ION i 1!FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 F AMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS 2 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—FINAL 27 SEPTIC MAINTT, 21 COMPLAINT 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FINAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a O cc O 4. W ac Q 12 2 W Z W Qc WWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contra r o site: Inspector. White CopylInspector's a Canary Copy1Site Notice PATP TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMP ETED �( c ADDRESS OWNER CONTR. TELEPH NE NO. 2 DESCRIPTION 4j 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 0 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING 03 TIO 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS O Z 04 D. 12 WATER HOOK-UP 34 TREE REMOVAL Q INAL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT ? 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a cc O O cc O W CC Q Z W z W CC d LUWORK WORK SATISFACTORY:PROCEED [IPROJECTCOMPLETE W ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. n PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR Cl CITATION ISSUED ❑INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerfContra o ite- Inspector White Copylinspector't File Canary Copy/Site Notice DATE ! TIME CITY OF ORONO CALLED IN 'x``Y' 9`r INSPECTION N,9TICE SCHEDULED •Z - j !: 3 a PERMIT NO. %6 33 ? COMPLETED YK ADDRESS 1/6 ��x� leW OWNER CONTR. TELEPHONE NO. X7.5= 4_5'4if %"--9 DESCRIPTION 01 FOOTING 11 MECHANICALRI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z 04 ALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q ' 05 FI AL 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP 10 PLUMBING FINAL 23 SEPTIC FINAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO R) COMMENTS: c o �- N1� 9 r Q I✓�t/l X00 �D cc -� ('01UAAA b W Q Z W W d W ❑WORK SATISFACTORY:PROCEED E: PROJECT COMPLETE cc ❑C RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O A CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.' Call for the nex inspection 24 hours in advance.473-7357 OwnerlContra IVte: Inspector. White Copylinspector's Ie Canary Copy/Site Notice DA / jIM CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED y 9 f f z PERMIT NO. �33 COMPLETED "Z ' 9 I �0 ADDRESS OWNER CONTR. TELEPHONE NO. � �S _ 73- -Za DESCRIPTION L4 01 FOOTING .00, 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z 04 BD. 12 WATER HOOK-UP 34 TREE REMOVAL 05 FIN 13 METER SET/TURN ON 17 SITE INSPECTION 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FINAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: Le�"f— '�5��-� W C o =(WNc&g SICOv- IC/v/yk+ &VO ` Iy Py Sim 0 j4ty c..ra p� ��4 T&y►',' hLQ.10 W r1IZgo Ono t,,.rt]a �4:0 6A cc '- Q z W Z W cc W WORK SATISFACTORY:PROCEED �ROJECT COMPLETE W El CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN r CITATION ISSUED ElSTOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o Inspector. White Copyllnspector's File Canary Copy/Site Notice ORONO COPY OR 'Oki, Nt ov L, _ 1 L a oti°� ts tb ci 0 61'2�i1 Mo�N -- �o .Z.o ,� •ri J .o, 1 O �.• d1 N �� C r:. u w CITY OF ORO 0 SITE PLAN GRADING PLAN ,APPROVED ❑ APPROVED WITH REVISIONS ❑ DISAPP D BY DATE f 9-q-f Alot4b 441.30 me-asured 441.03 TLS o. 540_