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2075 Cliffview DrCITY OF EAGAN Remarks Addition Cedax C13fi'--Additi - on Lot 5 sik -?t Parcef? ?- Owner k1U.i A. '. L ( 1 , { },. , . Street-2075 Cli ffyiew Drive State -Eag.aII, H4I+1 55122 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF, LIL 19$2 1496.30 299.26 5 149 . C007199 -- STREET RESTOR. GRADING 1981 541.38 108.28 5 433.11 A009805 12 23 80 SAN SEW TRUNK 1973 - 1O? 5 ?oO ? 2 '2 ' * SEWERLATERAL p 19$1 2541'UZ 508.20 5 2032.81 Q WATERMAIN * WATERLATERAL 1981 WATER AREA 1975 949 6&33 ? a• ?' I' /-50 STORM SEW TRK ,?y 1981 405. 09 81.02 5 324 . 08 A009805 12 23 SO * STORM 5EW LAT 1981 CURB & GUTTER SIDEWALK STREET LIGHT 0 20318 8680 WATER CONN, 305.00 20318 8 6 80 BUILDING PER. SAC PARK BIIILDING PERMIT Te 6e uwd for Site Addreu •;r i ff Lot Biock Sec/5ub. Parcel # oc Nome :ik;iuutui ? Add?ess -I tCt:e---- °f Nome ?o ?a Address at ? r;«., atin.,p Name _ Address I hereby acknowledge thot I have read this application and state that the infortnation is correct and agree to comply with oll opplicoble State of Minnesota Statutes and City of Engon Ordinonces. Water & Sew. Pol ice Fire Eng. Planner Counci I BIdg.Off. APC Permit Surchnrge Plan check SAC Water Conn. Woter Meter Rood Unit Total Signuture of Pertnittee I A Building Permit is issued to: on the express condition ifiot oll work sholl be done in occordonce with all upplicable State of Minnesota Statutes and City of Eogan Ordinances. Building Offic(ol CITY OF EAWN 3795 Pilot Knob Road Eogan, MN 35122 PHONE: 4 8 00 ,,,?O 7? ?gk Receipt # N° 6015 Erect ? Occupancy Alter ? Zoning Repcir ? Fire Zone Enlarge ? Type of Const. Move ? # Stories Demolish ? Front - ft. Grode ? Depth ft. ApProvals Fees Poenk # pob Inad ParmiHM Plumbing Mechonical d IC, :,c ??l i , ? ? ? ?IG } ! (/ .7? i'-;J ? ?L• ??'-i.. / INSPECTIONS DATE INSP. Rough-In Final Footings $- f? f,3 e Date Insp. Dote Insp. Foundotion f Plumbing ? v Frame/ins. .-/5 ? MecFwnical Final h ? I Remorks: ? cirir oF Ea"N 3745 Pilot Knob Road , Eagan, Minnesota 55122 NO' Phone: 454-8100 PERMIT Site Addreu: Lot Ncme 4-23-EO 2075 Cliffvievr Dr. Block ` Sub/Sec .-&C:l^I13I? ?IOL?E9 Cedar Clif£ ,} Address ''•' ? i ?C.-_?11 : _ . Ciry Phone: INSPECTOR NOTIFICATION REQUIRED BY LAW FOR ALL INSPECTIDNS Receipt No.: Single Residential Y Multi Res., Comm./Ind. I New /Alter. / Repair Cost of Instollation Percnit Fee 20.00 Name :7P?iue c' 17 ?' ._, . ._ , Surchorge ? ? Address '' -'7 QaY:'2'een . ?? e 0 V , City Phone' Total This Permit is issued on the express condition that all work shall be done in occordance with oll appliwble Stote of Minnesoto Statutes and City of Eogon Ordinances. Building Official - ? cirY oF EAGAN 3795 Pilof Knob Rood No. • "`' Ea9an, Minnesota 55122 Phone: 434-8100 PERMIT Dote: Site Address: :''175 Clif£l-Lill iii. Lot Block L' Sub/Sec. :;edar C3i:'f Name gchman Homes • •??` ' ?'? Address :,'hPli Rd, ? ?- !?'rairie, :tn. „"7-95201 City Phone: Nome f ?`Ielt,e2" if?atlzng ;.o. ? l.",37 r'h,ca7c I,1e. ? Address 0 0 LLr - r , .??•? ,?;?._? ? ',?' `7 Cify ' Phone: This Permit is iuued on the express condition that oll work shall be Minnewta Stotutes ond Ciry of Ea9on Ordinances. INSPECTOR NOTIFICATION REQUIRED BY LAUV FOR ALL INSPECTIONS 206ih Receipt No.: Single I Residential Multi Res., Comm./Ind. I New /Alter./ Repair Cost of Installation Permit Fee , $urcharge Total ' done in occordance with all applicoble State of Buildiny Official C?Prfiftrtttr af (Orruvttnry Citp of (Eagan DepttrtmPnf nf Building laslrprtimt This Certi f icata iasued pursuant to the rcquircmrnts o f Sation 306 of the Uniform Building Cock cati fring that at the timc o f iattrarut thil structurt was in tom plianu with the i-arious ordina?uu o f tfx Gur rtgulatittg building contcrtution or ase. For the follauring: . un c1„re-um SW DWG N„g. ft,u„ No. 6015 O-wry Trv* R3 TYw comsbvceb. v FiR 7 3 zo" wtmi Rl By: 10-21-80 /OiT IM A COMM1W011IP !YG[ oo?., .e. - ? -' ur.?o? ?.s.•. INSPECTION RECORD ? CITY OF EAGAN PERMIT TYPE: ? 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 4 I'I I G1 1 i 4? e4? 44 h? ? i SITE ADDRESS: +j, 1 APPLICANT: I PERMIT SUBTY,PE: TYPE OF WORK: ;•a r r ?•t?W F ? L Permit Hotder Date Telephone M PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND fRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG - - - FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IFRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ;ITY OF EAGAN WATER SERYICE PERMIT 4195 Pilot Knob Rood PERMIT NO.: i 'Eagan, MN 55122 DATE: 2oning: No. of Unlts: Owner, /tiddress: Site Address: Plumber: MeTer No.: Connection Charge: Size: Acwunt -Deposit: Reader No.: Permit. Fee: 1 ageee to tomply with the City ef Eagon Surcharge: 4rdinancss. Misc. Chorges: • Total: BY Date Paid: Dote of I nsp.: I nsp.: ?ITY OF EAGAN '3795 Pilot Knob Road ;Eogon, kIN 55122 + oning: ner: ;Address: ite Address: ., lumber: SEWER SERVICE PERMIT PERMIT NO.: DATE: - No. of Units: 1tie8 I agree to comply with !he City of Eogan Ordinanees. By Dote of Insp.: Connection Charge: Account Deposit: _ Permit Fee: Surtharge: Misc. Charges: - Total: Dote Poid: This request void 18 months from LG'j, 1'j;,f ?2 v» ? ?1?T ? Date of this Request C, R 9 7 4 8 3 I, as O Licensed Electrical Co ctor O ' f ' cal wiring installed at: er, do hereby request inspection of the above ctri- Street Address or Route No. Section __ Township / ?ge?_ County f/ Which is occupied by?/? / Is a roughin inspection required on this jab? No Power Supplier Yes ? Ready Now ? Will Call O Electrical Contractni . I Mailing Address •? ?FM? ctor 's Li se ,_.°?••? I L-ontnctor or Owner Makl g Thh Installatlon) Authorized Signature STATE gtrtcal Contrac or or Owner aklny Tnis I OA Rp C p Y This iwspec nsta??ationPh?ne No. tion r e q u e s t u y i l l n o t be accepted 6y the State Board unless proper inspKtion fe i e s eneiosed, Minnesota State Board of Electricity 1'964 CJnive'sity qye,, St. Paul Minn 5 , . 5104-phone 645_7 REQUEST FOR ELECTRICAL INSPE CHECK T 703 ;?' C ION BELOW WpRK COVERED BY THIS REQUEST TYP ng lyew 9 7 4 8 3 . Rep. ??k A ? ? PPliancra Wired For Ho Range D Check Equipment Wired For ? ? up ? Water Heater ? 7BIdg. Apt??? Dryer Temporary Wir?ng ? L?Bhting Fixtures [] Com g, ? ? ? ? urnace ? Indug. ? [] ? F Electric Heating ? S?o UNoad Air Conditioner ? F? O O? List ? e r ? Bulk Milk Tank fl ., RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651-681-4675 New Cons Wction Reauiremenb . 3 registered site surveys showing sq. ft. of IoL sq. R. of house; and all roofed areaz (20% maximum bt coverage albwed) • 2 copies of plan showing beam & window sizes; poured found design, etc.) • 1 set o(Eneryy Calculations • 3 copies at Tree Preserrafion Plan if bt platted aRer 711193 . Rim Joist DefsB Optrom selecGOn sheet (hldgs with 3 or less uni4s) DATE 2. JOB SITE ADQRESS 'L. UI ?i ?-1-,I j-- 1- IF MULTI-PAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER {L IF C2 b1 TYPEOFWORK U ?LAS?NS POR APPUCA? ADDRESS PAGER # `- CELL PHONE # VE#?CI- -?i2?Z) IIPCODE Ci S-l ?Z FAX # NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Cate9ory _ MINNESOTA RULFS 7670 CATEGORY (check one) - Residential Ventilation Category 1 Workshe ? itt ?I? 0, - Energy Envelope CalculaGons Submitted P1 /FY 23 ZOU _ MINNFSOTA RULES 7672 cA ?- - New Energy Code Worksheet Submitted a?l Plumbing Confractor: _ Plumbing System Includes: Mechanical Contractor: _ Mechanical 5ystem Includes: Sewer/Water Coniractor: Air Condirioning _ Heat Recovery System All above informaUon must be submitted prior to processing of applicaGon. FIREPLACE(S) ? 0 _ 1 _ 2 Phone # Phone # Fee: $70.00 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinan s. Signature of Applicant Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 1101 _ Water Softener , _ Water Heater , _ No. of Baths Phone #: °° " Lawn Sprinkler Fee: $90.00 No. of R.I. Baths ? 3??'q6 Ca11,cd b -I -0 ) RemodellReoairReauirements Rr?_ • 2 wpies of plan • 1 set ol Energy Cakulations for heated addiGons • 1 site survey for extedor additions & decks • Iridicete'rf hame urved 6y sepGc system for addRions VALUATION OFFICE USE ONLY , ? 01 Foundation ? 02 SF Dwelling ? 03 01 oi _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex )<?31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 20 Pool ? 21 Porch (3-sea.) *'?22 PotcFi/Addn. (4-sea.) ? 23 Porch (screened) 0 24 Storm Damage ? 25 Miscellaneous ? 30 Accessory Bldg ? 31 Ext. Nt - Multi ? 33 Ext. Alt - SF ? 36 Multi ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 0 37 Demolish (Bldg)` ? 43 Reroof 0 46 Windows/Doors 'Demolitiort (Entire 81dg only) - Give PCA handout to appllcant valuation 1N+000 occupancy f-S Census Code q3y Zoning ? SAC Units o i Stories 1 Nbr. of Units 0_ Sq. Ft, a.S6 Nbr. of Bldgs I_ Length 16 Type of Const -??/ Width ? REQUIRED INSPECTIONS _ Footings (new bldg) _ Footings (deck) FinaVNo C.O. ? Footings (addition) Plumbing _ Foundation HVAC Drain Tile Roof ? Ice & Water ?C Final Other ,- Framing Fueplace RI. Air Test Final ? Insulation MC/ES System City Water Booster Pump PRV Fire Sprinklered _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Siding Stucco Stane _ Windows (new/replacement) Approved By Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Perrnit Mechanical Permit License Search Copies Other Total ? 07 05-plex ? 13 16-plex ? 08 06-plex ? 16 Fireplace ? 09 07-plex ? 17 Garage ? 10 08-plex ? 18 Deck ? 11 10-plex ? 19 Lower Level ' ? 12 12-plex Pibg_Y or _ N 16 x f6 =??- s6 V-A sq = is?-aN FinallC.O. X ? (o Co f 0`? 2004 RESIDENTIAL PLUMBING PERMIT APPLICATION \ CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date Vsf 10 K _ I Site Street Address o2D 7.Y ?? Unit # Property Owner At Telephone #(?'?)G P''P^ 32 S r/ Contractor ? 7,4 Telephone# Address /_:?VB s- City State & Zip ???^33 The Applicant is: _ Owner _ Contractor _Other Alteretions to existing dwelling $ 50.00 _Add fixtures to rooms, excluding water softener and water heater _Septic System Abandonment _Water Turnaround (add $121.00 if a 5/8" meter is required) Other: ? Water Softener _ Water Heater $ 15.00 _ replacement _ additional Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00 State Surcharge $ 50 Total 0 $ 15-3- I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the piumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance wit e approved plan in the ever}t a plan is required to be reviewed and approved. ? AoplicanYs Printed Namd ApplicanYs Signature PERMIT CITY OF EAGAN 3830 Pilot Knqb Road Eagarf, Minnesota 55122-1897 (612) 681-4675 PERMITTYPE: BuzLuzNe Permit Number: 0 3 3 3 9 0 Date Issued: 0 9/ 2 3/ 9$ SITE ADDRESS: P.I.N.: 10-16600-050-04 2075 CLIFFVIEW DR IOT: 5 BLOCK: A CEOAR CLIFF DESCRIPTION: REROOF Bu.il8YYrg; Fermi C Type Building Wo,rk Type Census Code' a?' . i.. r ' . REMARKS: STORM DAMAGE REPAIR 434 ALT. RESIDENTIAL FEE SUMMARY: CONTRACTOR: PAVANWNER: - Hppiicanz - DY L077 2075 CLIFFVIEW DR EAGAN MN 55122 (651)688-3238 ? Z hereby acknauledge that I have read this application and state that the in'FormatSon is correct and,agree:to comply with all appli?ahle State axf Mn. Statute5 and City of Eagan'Ordinances.': ? . APPLICANT/PERMITEE SIGNATURE UED BYSIGNAT E J 1998 BUILDING PERMIT APPLICATION (RESIDENTIAL) New Construdion ReQUirements City ? 3 registereG sita surveys ? 2 copies of plans (include beam & wind(yw sizes; poured fnd. design; ete.) ? 7 energy calalations ? 3 copies of trea preservahon plan H lot platted after 711193 required: _Yes _ No DATE: Cl DESCRIP ON OF WORK: STR ET ADDRESS: _ LOT: - VG ?BLOCK: o u. 1{ UBD./P.I.D. #: CS- p n C\ " - Name: ? 0-A ? Phone PROPERTY 1-wt First OWNER ` I Street Address: ? L' v City Elk (??A{'j State: ?-l 0 Zip: 5 7? Company: Phone k: _ CONTRACTOR Street Address: License # ARCHITECT/ ENGINEER CITY OF EAGAN 3830 PII.OT KNOB RD - 55122 681-4675 gD3_9e RemodeUReoair Reauirements ? 2 oopies of plan ? 2 site surveys (exterior additions & tlecks) ? 1 energy calcula[ions for heated additions CONSTRUCTION COST; O O.0 6 Street City Sewer & water licensed plumber (new construction only): and lot change is requested once permit is issued. Zip: Penalry appiies when address chan I hereby acknowledge that I have read this application and state that the infortnation is rrect and agree to comply with ail applicai State of Minnesota Statutes and City of Eagan Ordinances. Signature of ApplicanY. l 1 OFFICE USE ONLY Certfficates of Survey Received _ Yes _ No State: Zip: Phone iS: Regisffation #: _ State: Tree Preservation Plan Received _ Yes - No - Not Required CITY OF EAGAN 3795 Pilot Knob Raad Eagan, MN 55124 PHONE: 454-5700 BUILDING PERMIT APPLICATION Site Address -A^an 94 : t•r._, ,.... .,_.. ,in, - `,"? X Lor 5 Bi«k k 5ec/Sub. Cedar Cliff Pa,cei # 10 16600 050 04 ? IName Zachman Homes. Inc. z Address 7760 Mitehell Rd. ; ? _ _. _ . • --- --- o Name _ ? ?U Address Name I hereby ocknowledge thot I have reod this opplicotion and state thot the information is wrrect ond agree to comply with all applicable Stote of Minnesota Statutes and City of Eogan Ordinonces. Signature of Permittee A Buiiding Permit is issued to: 7arhman H.,mos oll work shull be done in a rdance?with al.?oppli_ j ble State Buflding Offlcial Receipt # N? 6015 ..l72'?,?/ ? -'Vecf yffl Occupancy x5 Alrer ? zoning Rl Repalr ? Fire Zone 3 Enlarge ? Type of Const. V Move ? # Staries Demolish ? Pront - 56= ft. Grade ? Depth 26 ft. Aoa•wala Feee Water & Sew. Police Fi.e Eng. Plonner Council BId9. Off. DP APC Permit - 117. UU Surchorge 20.00 Plan check 57-50 snc 525.00 Water Conn.305.00 Water Meter 60.00 Road Unit 1$5.00 Toral 1,267.50 on the express condition that Statutes and City ot Eogan Ordirwnces. J`?U ' ' CI I Y OF F11Cz-N Include 2 sets of plans, 1 site plan w/elevations S BUIIDING PERNIIT APPLICATION 1 set of enesgy calculations. 1b Be Used For Valuation ? Date 71.?/?ZS Site Pddress: ?S ???/r-i- lit2?U ??Llu?, OFFI(E USE OrII.Y Iot s Block 41_ Sec./Sub .Erect Occupancy ? 3 Parcel #: 14 5/' Alter Zoning 5F / Repair Fire Zone 3 Owner: ESn1aLge _ Type of Const. ?/. Address: -77(po Nbve Deinlish # Stories Front s-4 ft. Cit /Zi Code• Z - Grade Depth ;i. E ft. y p x? 5 Phone #: ' 7:37 -cl SZ0 APPRC7VAIS FEF'S Contractor: Assessments r3, Pennit Address: water/Secver Surcharge ?Va, oa Polioe Plan Check 57.4jr City/ZiP Gode: Fire SAC o Phone #: Enq. Water Conn. -g 0 3, o B Plannar Wdt2r MEt2L (? p 44 Arch./?hg.: CAi1TICi1 ROcld UTllt r? StS". e U Bldg. Off. Address: ApC City/Zip Code: Phone #: ` CALVIN H. HEDLUND 9609 Girard Avsnua Soufh Bloominqton,Minnesoto 55431 Land Survsyor Clvil Enqinssr Phone:988-2080 survellor`s G'ert?, f '?cate l JOB N0. ? SURVEY FOR: 2achman Hanes DESCRIBED A5: ypt 5, Blocc7-4, CEDA CLIFF, City of Eagan, Dakota County, Miruteaota, and reserving easements of record. NORTH ! " = 30' Top of fbundation = 90q.4 Bascmen+ Floor: 901..2 Gara9e Floor = q09.D Proposed Elevdfions O Exrstin9 Elcva+,ons Denotes Draiaaye - .o . r-- - ? I f NI ? f?+)1 1 ? ? 10 (5 ?tdkc'. 1 - - - - ? ? ? qe ?\ bB a wooo 1 6 908 ? fi? ? A9 p ?P +S 4qs , ? < 407 i ? ' \v? , (> ?onl ? , ,? ,raK?s ? ? 4s ` I \ ? \` F \ \ ? I ?\ I yERTIFICATE OF SURVEY I hereby certify rhat on 8-5-80 I surveyed the above plot is a correct representotion of sold ; I \ e roperty descn d obove i ? v Calvro H. Heb)und, Minn. Req. a46. s , , i N m ihat 942 qo4.3 ' la•.. ?-7 )-?D) NAP OF PROPERTY '-^ -? SUSHN N 1-1+ - Fr, , ..o..?...o.. -- •.... ... .............. . . ........ See e[tachcd • for 1eQal ........ ""°"'•••--• eulider- Zechmen Hpmcs ]r? Lot Elk. u tiddltion CEDAR CLIFF ? Address: House 1:amr _FqRKAIR C"01 21;IN41 - House Style SPL I i LL- V[Z ySqO -GLIF= VIFW DRivE B Sq.Ft.House cIOY ;.,,,,,. EAGAN, MINN M M sqyf?.( ?v FIELD NOTES Power ples P Low Areas Show location of ineters Telepone poles T Highest Point P,rivate well Larger Trees? NORTH Private septic system - tl l i r wa T 908. 0'r --'\ 896.; ir SPwer llHL-Za L.P. Gas Culvert required Curb cut required • . PwPr a er s u e in Arave?+a3• arr BmASrMA[T Front yard setback 30' Sideyard setback fD%S' Att_ GarageYES Garage left right Local Inspector City of EAGAN NameDALE PETFRSCXv. DOllGRf]D Phone,qSy- SJOO LOT DETAILS 'size width Size depth Approx. S.F. of loi High point Power Poles ? Telephone poles Underground Larger trees fl I Street = Elev. 0.00' \ Lot corners 9072' High point Low point -Gutter or Ditch Local Electric Co. Name NSP Phone 330-55910 . Local Gas Co. Name PEOPL.E'S NAT. 6A5 Phone y6 ?-:=7l2( a) Stoops;i.( ) _Tiser $ Decks )i $ -b) Sidewalk _ s.f $ Driveway s.f. $ Parking PaJ s.f.$ Curb Cut & Permits $. lawn steps S ? c) Finish Grade $ d) Black Dirt $ landscaping _ Sod s.f $ e) Underground Util. $ TOTAL $- ??AC CHARGE $ ater charge S 'Park charge $ DIRECTIONS TO SITE: ? . T?- / / i ? ?C91?rP? I m .? 90 ? Y • ? / ?8>.? ??- ? / ?. ? ./ ? / / / / \D ti N .c.., •._ .. ? ............._._.... ..................... ? "°'° - f - 30'-0 ..................... •........w....... I .. ...Io .. ... z c ._ ?..r.. . I a... ._ 2,. 1994 ENERGY CODE CALCULATIONS SINGLE & DUPLEX FAMILY HOMES The following energy code requirements should be calculated and included with a buildinc permit application. (This list is ngs intended to be an exhaustive and comprehensive report, bu, is only intended to help you in complying with the basic requirements of the energy code. For further information, please contact the Energy Information Center of the State of Minnesota a: 296-5175.) ? Roof - ceiling assembiies - R-38 Ceiling insulation allowed if Advanced cr Improved framing techniques are used. Advancad = cei'ling framing that achieves full insulating value to the outside of exterior walls e.g. energy trusses. Improved = min. 7-1/2" between the wall top plate and roof sheathing. - R-44 Ceiling insulation required at rafters or trusses that are framed without Advanced, or Improved. framing technique. U= 0.026 Average over entire ceiling area. ? In ceiiings without attics, insulation must be R-38 between framing Ius it is suggested that R-5 sheathing be installed on the ceiling side (e.g. 2" x 12" framing at vaults/dormers: scissors trusses; etc. ? Exterior walis F rim joists - R-19 Typicai wall insulation at 2" x 6' stud framing. U= 0.11 Average over entire wall area, including windows, doors, and framing. ? Floors over unheated spaces - R-24 Typical floor insulation between floor joists. U= 0.04 Average over entire floor area. ? Foundations (all exterior walis) - Minimum of R-10 insulation from the top of the foundation wall tQ the top of the footing. ? All insulated areas must be separated from the heated space by a well-lapped, or sealed. vapor barrier with a maximum perm rating of 0.1. A 4 mil. poly sheet, or equivalent, meets this requirement. ? All penetrations, such as but not limited to fire-stops, vent pipes, wall outlets, recessed light fixtures, etc., should be sealed. ? An air-impermeable barrier must be provided where insulation is susceptible to intrusion (wind-wash) of outdoor air (e.g. at attic knee-walls, exterior wall plate line at rafters. cantilevered floors, etc.). • A kraft face R-19 rype insulation will be accepted in the rim joist areas. Air chute baffles are to be placed in each rafter space. ? See attached tables, as copied from the ASHRAE 1993 Fundamentals Handbook, for 'U' and 'R' values of the most common building components. CITY OF EAGAN EXTERIOR ENVELOPE AVERAGE 'U' COMPUTATION (BASED ON 1994 5TATE ENERGY CODE) OWNER: SITE ADORESS: CONTRACTOR: DATE: pHONE: Determine working sauare foatage and overall 'L' val e f e h 1. Total exposed walUfoundatloo area above grade sq. ft. x.11 = 1f ? ? 2. Total exposed roof/ceiling area . . . . . . . . . . . . Z's ??Orsq. ft. x .026 = L < < " ? 3. Totai exposed flooAcantilevered area . . . . . . . sq, ft. x .04 U • ?'? a. Total wali window area / . ?.'.' ?- b. Total door area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,Z, d o c. Total sliding glass area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d. Total fireplace wall area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e. Total wall framing (average 10%) - See Fig. 1 . . . . . . . . . . . . E Total = walt area above floor (rim joist) - See Fig. 2 y?.?t !.?t?•. ?. ... g. Total rim joist area - See Fig. 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Total exposed wall area above foundation = . . . . . . . . . . . . . . . . . . h. Total foundation window area . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. Total = foundation area above grade - See Fig. 4 . . . . . . . . . . . . . . . Totai exposed foundatlon area = . . . . . . . . . . . . . . . . . . . . . . . . . . . a b. c. d. f. 9. h. i. N/A- x 'U' x 'U' x 'U' • ' I 1 X U , x 'U' . c? 14 x'U' ,d x 'U' x ' U' A ? - r ? 4. Total actual 'U' value for exposed walUfoundation area = t1 ?y (If Item #4 is the same as, or less than item #1, you have met the intent of the State Energy Code.) Determine sauare footaae of each exnosed roof/ceilinq area "segmen j. Total skylight area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Jt/ Jl? k. Total rooflceiling framing area (average 10°/,) - See Fig. 516 . .?P ?? ? uf? = a 36.?G 1. Total = insulated roof/ceding area - See Fig. 5/6 ......... n? • T Total exposed rooflceiling area . . . . . . . . . . . . . . . . . . . . . . . . Determine 'U' value of eaeh exoosed rooflceilina area "seamenY': j. x 'U' _ k. sx'U' I. U,t x,V, 5. Total aetual 'U' value tor roofleeiling area (If #5 is the same as, or less than #2, you have met the intent of the SWte Energy Code.) Determine Iauare tootaae of eaeh exoosed floor/cantilevered area "seamenY': m. Total floorlcantilevered framing area (average 10%) - 5ee Fig. 6. n. Total na insulated floorlceiling area - See Fig. 6 . . . . . . . . . . . . . Total exposed floor/cantilevered area . . . . . . . . . . . . . . . . . . . . . DAtermine 'U' value af each exoosed floor/cantilevered area 'segmenY': M. x 'U' n. x 'U' 6. ToWI actual 'U' value for floor/cantiievered area = (H #fi is the same as, or less than #3, you have met the intent of the State Energy Code.) Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of Item #4, #5, and #6 shall not be greater than the sum of Item #1, #2, and #3. 1. +2. +3. _ 4. +5. +6 = I hereby certify that I have calculated the 'U' factors and 'R' values herein and that the building herein described meets, or exceeds, the 1994 State of Minnesota Energy Code. ignature ate 1 II III CONSTRUCTiON: R-VALUE: 2- _ 3- FIGuRE #Z (WALL- FRAMINLi) .Z--? 3- F1c uR E #Z (wALL -rNSULarioN I--t- 2 3 ? FIGURE # 3 (R1M JOIST) 1---- V.- 2 3 - FIC,URE #4 (FOUNOATIOPl) WALL FRAMING SECTION: FtG. 1 1) INTERIOR AIR FILM ~ ¢ 3) OFT WOOD (.7-5"/( li ~'3 4) SHEATHING 5) Ir SIDING 6) EXTERI R AIR FILM ' OTHER TOTAL 'R' VALUE 'U'=1/R= ?- s}- 2) DRYWALL e_ 5 3) " l?l INSUL. 4) ? " SHEA HING ?- (p 5) it SIDING 6) EXTERIOR ?(IR FILM ' OTHER TOTAL'R'VALUE 'U' = 1/R = ?- 5 ?- (p WALL SECTION (INSULATION): FiG. 2 1) INTI,EIOR AIR FiLM r--t--,?-._ , i,? !4'^ 4 ? RIM JOIST SECTION: FiG. 3 1} INTERIOR AIR FILM r(> 7 2) BATT INSUTAT(ON N 6 d 3) 1-1 SOFT WOOD 4) ?J?-SHEATHING .46 5) ,'4 SIDING ? Zcy_ 6) EXTERIOR AIR FILM ( ' OTHER 3L. t! TOTAL 'R' VALUE 'U' = 1!R = ? G FOUNDATION SECTION: FIG. 4 1) INTERIOR AIR FILM 2) _' INSUL. 3) " BLOCK/CONCRETE '?-4- 4) EXTERIOR AIR FILM • orHeR TOTAL 'R' VALUE 'U'=1/R= \ T I! G. : ? ? - ? ? _6 2 1 CONSFRUCTION: R-VALUE: CEILING SECTION (INSLIL.): FIGS. 5 OR 6 1) INTRIOR AIR FILM ' L7 2) ?" DRYWALL ESTF* 3) R-5 SHEATHING (I NSOL TTIC) 3?u o? 4) "" ? N. 5) EXTERIOR AIR FiLM / 7 ? OTHER ?`? • 3°9 TOTAL'R'VALUE ? ? 'U' = 1/R = 3 0 J U. FICURE #5 ATT1G) 99 CEILING FRAMING SECTION: FIGS. 5 OR 6 INTERIOR AIR FILM " ORYWALL R-5 SHEATHING (IF NO ATTIC) " INSUI. ERIOR AIR FILM ?" SOFT WOOD 744 OTHER 2) -(SUG4E5TED)--s 3) 4) 5) 6} 3-\ 1LENT SPACE .- 7e TOTAL'R'VALUE 'U'= 1/R = -?o EXPOSED FLOORICANT. SEC. (INSUL.): FIG. 7 -3 -2 Fic,uR? #?- 1 (NO ATT1G) 1 3 2? ? -4- i- 5. ? FfC RE '*7 CANTILEVE.RS AND (AODITIONS ON POSTS) Z OR OV£R GrARAyES J 1) INTERI AIR FILM 2) ?? FLOORING 3) v SUB-FLOORING 4) L" INSULATION 5) PLYWO00 6) EXTERIOR AIR FILM • oTr+eR TOTAL'R' VALUE 'V'= I/ron = r b a L -7 , hI'?T EXPOSED FLOORlCANT. FRAMING SECTION: FIG. 7 1) INTERIOR AIR FILM 2) FLOORING 3) SU&FLOORING 4) ' SOFT WOOD 5) PIYWOOD 6) EXTERIOR PJR FILM ' OTHER TOTAL'R'VALUE 'U'=1/R= fi -7 GUIDELINE TO (R) FACTORS FROM ASHRAE HANDBOOK ? 'U' value = Thermal Trensmittance 'R' value = Thermal Resistance 'U' value = the reciorocal of'R' 'R' value = the reciorocai of'U' Therefore, 'U' = 1PR' ?i 'R' = 1PU' ? The smaller the 'U' value, the greater the insulaGng capabiiides of a componenL The laraer the 'R' vaiue, fhe greater the insulating capabilities of a componenL ? 'R' vaiues can be obtained for each of the various components of a building section (assembly) and then added tagether to compute the IgM'R' value of that section (assembly). But note that you cannot add 'U' values ot the various components of a bulidtng seetion (assembly) to obtain an "overall" 'U' value. NOTE: The following are typical 'R' values tor the kems liated: (3) Interior Air Film (walls) 0.68 Exterior Air Film (walls) 0.17 Interiar Air Film fvented ceiling) 0.61 Exterior Air Film (vented ceiling) 0.61 Interior Air Film (non-vented) 0.61 Exterior Air Film (non-vented) 0.17 NOTE: The following are typical 'U' values for the items listed: All Windows (w/stortns 1" to 4" space) Removable Double Glazing (RDG) Thermo or Welded 3116" air space 114" air space 7/2" air space Lw .56 .55 .69 .65 .58 1-3/4" Soiid Core Door .46 w/storm, wood .31 w/siortn, metal .26 Pease Steel Door InsUN/Cl 7.45R .13 Sliding Glass Door - Wood .65 - Metal .715 (When a window or door has been specifiealiy tested by a manufaclurer for'U' value, those values as given may be used in lieu of the above.) ?. , 22.6 2able 4 o( and 1993 FStndsmentals CooducUvlt? CeWoqasn eh ForiLklcoe o gpb (o). (C)• I (Lk). 5 F Lr?ed<L? . Ba ?. D'+e+ivUoe rq? Dea Ib/ft' 9t e h•tP••P h•tti•'F RtU a •F•nl• e Bta 16? euu.nrnc eownn , Asbatoe-canrnt boud ........................... 120 4.0 - 0.23 0 74 Asbenotcement bovd ...... ..............0.127 in . I20 - 73.00 - 0 07 . Ashesiosamm[ boud .....................0.27 in Grpsum or plssec board . 120 - 1630 - . 0.06 ...................0.3)S in. 4YPSUm or pluta board .. ......... O J in 30 30 - 3.10 - 0J2 0ld .. ........ . . GYMum or plana bovd ....... ............0.625 in. SO - 222 1 78 - 0.45 PIYwoad (Douslaf F4Y ........................... P17a'ood (Dou f1u Flr) 25 i 0 74 0.30 . 1.27 0.36 0.29 . . . . . . .. . . .. . .. . . .. . . n. . Phw'ood (Douyu Fir) ....................0.373 in. 31 34 - 33A 2 13 - 0.31 Plri'eod (DmWu Fr) ......................03 in. 34 - . 1.60 - - 0.17 0 62 Plyrood (Dousl+t Flr) .... .... ... .........0.625 in. N - 1.29 - . 77 0 Piri'ood or wood paaels .. ....... ... ... .....0.75 in. Vegeuble fibet boud 34 - 1.07 - . 0.93 029 SheaNin`, resutar demity .. .... ... .. ......03 (n. l8 - 0.76 - 1.72 0 31 ... . ... ... ...0.78123in. S6atlfinL intermediue dmtitY' .. ...........0.3 in. IB 22 - - 0.19 0 92 _ 2.06 . Nai!-bax s6atLin`' .... ...................03 in. 2$ - . 0 94 - 1.09 0.31 Shingle baetu .........................0.373 in. l IB - . 1.06 - - 1.06 0 44 0.31 OJI S tinye buka .... .... ................0.7121 ta. l8 - 1.2A - . 0 78 • Sound dndeoios board....................0.11n. Tila and 4Y-in Pand+ Plain or arouuic IJ - 0.74 - . 1.35 ? 0.30 . ..... .. ..... .... .• OJ in. 18 16 0.40 - - 0.80 2'? - i ,u 0.11 ..... 0.73in. Laminatcd WDeboud ................... 18 30 - 0 30 0.53 - 1.89 ....... eoua hoard from rePWPed PsDe+ 30 . - 2.00 - 0.33 ... ..... . Hardbaud 0.50 - 2.00 038 Medium dentiry ................................ Hisl+drnsiry. xrvieo-cem aed p Rsde and iervia 30 0.73 - 1.3? - 0.31 irade ....................................... High drnsiq', rtandud-taaDacd {rade ........ .. .. JS 61 0.82 1.00 - - 132 00 1 - 0.32 Partieleboard• . - 0J2 Low denai[Y ................................... Medium dauiry 37 0.71 - 1.41 - 0.71 .............................. .. HiiA dmsisy ................................... 30 62.3 0.94 1.18 - 1.06 0 83 - 0.71 UndnfaYmrnt ......................... .0.fi23in. wafubaard 40 1.32 . - 0.82 0.71 0.29 ..................................... Wood rublloor ............................ 0.7Jin. 37 - 0.63 - 1 06 1.19 BUILDINC MEMHRANE . - 0.% 0.33 Vor-Permnblefelt ............................ - - 16.70 - 0 06 Vapor-see1. 2 4yat of mopped IS•Ib fdt ........... - - 8 35 . VsPCr-fral. pleuie Nm .......... - . - 0.12 ................ FINtSH FLOORpVG MATptIALq . - - - Negl. Cupec and fibroui ped ........................... Caryet and rubbv pad .. - ' - 0.48 - 2.09 034 . .......... ............... Cork tile ................................ 0.125io. Terraao - - - - 0.81 3.60 - - 1.23 0.28 0.73 0.18 .................................... liu. Tiie-uphalt. tlnoleum. vinyl rubber - - 12.70 - 0.08 0.19 , ............... vinYlasbenos ............... - - 20.00 - ? O.M 030 ................... cenmic...................... Wood hardwood futish ? 0.24 0.19 , ...... ... .. .......0.75 in. - - 1A7 0.68 INSULATi[YG MATERL4t a Blenket and Batf+ - Minen! Cba, C6row [orm proassed trom rxk, staa, or ylau aPDZOx.3-sin . .............................. O.4-2.0 - 0.091 - I1 tpProx.).Sin ................................ 0.1-2.0 - 0.077 - 13 aPVrox. 3.5 ia ................................ 11-1.6 - 0.067 - l3 avProx.JJ-6.Sin . ........................... 0.4.3.0 - 0.053 - 19 aDDrox.S.lin ................................ 0.6-1.0 - 0.048 - 21 aPProx. 6-7.5 in .............................. 0.4-2.0 - O.WS - 22 aDOros. 625-IOin ............................ 0.4-2.0 - 0.033 - 30 aDProx.10.1Din . ............................ 0.4-2.0 - 0.026 - 38 Boald aad S/eQr Cellulu Qlw .................................... Gla.u fiber,arganie bonded ....................... 2.0 4 0.9 0 037 0 23 - 3.03 - 0.11 . E:yanded per4[e, orpaia bonded .................. . . l.0 . 0 36 - 4.? 2 71 - 031 EzCanded rubber(riOd) ........................... {.J . 012 - . 1 33 - o.x OAO Ezpandrd polyrtyrrne, awded . - (smooN skin surfxe) (CFC•II atp.) ......... ... 1.6-3.5 0.20 _ 3 00 - 0 29 Expanded polystyren?. awded (upootA tkia wthCC) . . (HCFC•142b ocp.) ............................. I.11-3.7 O.:A - 5.00 - 039 ?? Thermal and Water Yapor 1Fansmluioa Dats 22.7 1tiEle 4 7ypid'ILermal Prooertln of Commoe Bolldin¦ and Iemlatlne Matafah--Ded:e Valaee (Cont6en00Y W Nishasuee, C(R) ConAwtle Condoctaece PvIoe6 Tbiclaiiess SpWlk (k). (C). Tbickom (Lk), ILisdWCl, Het. ? E a ? ?6? Deaeiytloe jp/(? ?? Y•? °i' BU•I? t 'F EcpanEcA uolyscYrene. moldcd badi ............... 1.0 0.26 - 3.31 - - 1.25 0.23 - 4.00 - - 1.7 0.24 - 4.17 - - 1.71 014 - 4.17 - - Cdlulu polyurethendpolybocyanunte 2.0 0.73 - 4.33 - - (CFC•17 up.) (unfaad) ........................ 1.5 0.16-0.18 - 635-5.16 - 038 CsJlulat Dolyisacyanurud ccFc•uuPjw.-vermnute r.cm> .............. 1.5-2.3 0.160.18 - 6.2S-5.56 - oaa Cdiular polyieocyanucud (CFC•11 ap.)(iu•imyermabie f, .......... 2.0 0.11 - 7.04 - 0.22 CeduluDhmolie (clatedaio(CFGIi,CFGll3ap.) 3.0 0.12 - 8.20 - - G1lWar phrndie (opeaeeU) ....................... I.8-2.2 013 - 4.10 ' - - hliueral fiber wich rnia bioda ..................... 15.0 0.29 - 3.45 - 0.17 Minenl fibaDoard, wa tdted I COfCO(IOOt17iSlILiG06 .......................... 16-17 0.34 - 2.94 ? - Amuttical u7e ................................. 18.0 0.33 - 2.86 - ? 0.19 Acouuialtile ................................. 21.0 ? 0.17 - 2.70 - ` - Ut'mval nberbovd, ru moldcd Aeouuld tlle ................................ 21.0 0.42 - 2.36 - 0.14 wood or ane fi6aboad :Aeourtinltile' ... ........ O.Sin. - - 0.80 ••• .. - t.23 ? 03I Acowtinl tikE , ................ .C.15 in. - - OJ3 - 1.89 lateriorlioifh(Plank.tila) ......................... 15.0 0.33 - 3.86 - ? 0.32 Cemmt fiber siabs ?:htd'.ded wood ? rith PonLnd ammt biada) .................... 25-27.0 0.3O-0.33 - 2.0-1.69 - ? - canWt r,e«:rbs (sercaam.ooa viN ma;nma oxysulOde bmder) ................. 22.0 0.77 - 1.73 .- ? 0.31 Loolt F(I! ' Cdlulmic iaiuLtioa (mi7led papc or wood yu10) ..... 2.3-33 0.27-0.32 - 3.70-3.13 - ? 0.33 Palice, acPaoded ................................ 2.0-4.1 OS7-0.31 - 3.7-3.3 - 0.26 4.1-7.1 031-0.36 - 33-2.8 - - 7.4-11.0 036-0.42 - ? 2.8-2A - - Kmeral (ba (tak. sI+B, ar tlan)g ? approx.3.7S-Sin .................:............. 0.&-2.0 - - - 11.0 0.I7 ¦PProx.6.5-8.75ia ............................ 0.6-2.0 - - - 19.0 - aPProa.7.S-IOin ............................... 0.6-2.0 22.0 - avvro:.la.23-13.73in . ......................... 0.6-2.0 - - - 30.0 - Micud rner poct. slty. or e1wY ? apvrox. 3.3 in. (cloxd udewdl appQatioa) ........ 2.0.3.5 - - - 12.6-11.0 - Yamieulite.extdiated ............................ 7.0-8.2 0.I7 - 2.13 - 0.32 ?.0-6.0 0.41 - I 237 - - Splvy Applied PolYurethane Coan ............................... 1.3-13 0.16-0.18 - 6.23-5.36 - - UrnforaWdehydefwm .......................... 0.7-1.6 032-0.2E ? IJ5-737 - ? Cdtulosic fiber .................................. 3.3-6.0 0.294.34 - 3.45-2.94 - - GlLu REa ...................................... 33-4.1 0.16-0.21 - 7.85-3.70 - ? - METAIS 15a Chapter 36. Tabk 3 ROOFING Iubenoaammt:hin{la .......................... 120 - 1.76 - 0.21 0.24 Asp6alcro0 roofing .............................. 70 - 6.10 - 0.13 0.36 AspEal[shiada ................................. 70 - 2.77 00 70 - 7 B l 373 i f 0 - O.a - 0.33 0.30 033 . n. w aup rao ioil .......................... . S4u .....................................O.Sin. - - 2b.00 - 0.03 0.30 Waod ?hia a. lain and fim taad ........ .. - - 1.06 - 0.94 031 PLASLERING MA76RIAI3 ? 20 0 5.0 - Cemmc plaaa. acd aispellsite ..................... 116 3 13 0.20 - - 0 08 . 0.20 . Saad iggrep[e .. .......................037J in. - - SandaWe7at¢ .......................... 0.73ia. - - 6.66 Oypsum plat[er . - 0.15 0.20 . l.iihtweis6t aiRePte .....................0.3 ia. IS - 3.12 - 032 - Lij6t..dfLt atRegm ................... 0.62J In. {S -. 269 - 039 49 0 - - Li`htraght ajpepse on menl lat6 ........0.751n. - 2.13 . - 32 0 Pclitt a{QaPm ............................... 43 I.3 - . 0.67 - . 20 0 Sand a?e?e ................................ 105 3.6 - ? 0.18 - ? . Sand azze`ue ............... ............ O.Sia. IOS - 11.10 0.09 - - Soad aWeQw ............... .......... 0.623ia. 105 - 9.10 Saad aysrega[e on metal la[h ... ... ..... ...0.7J in. - - 7.70 - 0.11 - 0.13 - - Vermiculite agirespitc ............... ...... 45 1.7 - 0.59 - - MASOMiY MA'fERIAL4 Mamnry Unitr Bnek.fired rJaY .................................. 130 6.4-10.2 - 0.13-0.30 - - ' 140 7.4-9.0 - 0.14-0.I1 - - 130 6.4-7.8 - 0.16-0.12 - p 19 1w s.s-e.a - o.ia-o.is - . 110 4.9-5.9 0.70-0.17 - - ?? t , 22.8 Table 4'[yoical TAermal Prooertlea o[ Commas Bulidlnt md Conducu.ur• (R). pndq tn•in IWM A•tt3•°F Bnck. Rred clay tant+nued ....................... Ciay cile, hollow 1 cell decp .. . ..... . . ... .......... ..........3 in. 1 all da0 . . . ... . . . . .. . . ........ . ...... .. .. 4 ia. 2 cdis deeD . . .. . .. . .. .. .. . .. .... .... ... ....6 in. 2 cells deeP . .... ..... . .. .... ............... B in. 2 ttlls deep . . .. .. . . . .. . ... .. . ...... ... ....10 in. 3 xtls deey ............................... 12in. Cancrett blxW' Limatone atire8aw 8 in., 36 Ib. 138 Ib/h' wncret0. 2 cara .......... Same wrth patite filled eora ............ 12 in., 53Ib. 139 Ib/ft' mncrete, 2 cores ......... Snme wiN PerUce filled mra ................. Normal wcghc agsresaie (suid and Qarel) 8 in., 33-36Ib, 126-136Ib/tt' mnane. 2 ar 7 eaa Seme with pelite rilled cores ................. Same with vmn. fitled corea ................. 12 in.. SO lb. 125 Ib/h' wocrece, 2 cores ......... Medium weiaht aggre`ete (wmbinaoom af nornal weigh[ and liahewa{ht agv ate) 8 in.. 26291b. 97-1 12 16 /ft? maeme. 2 ot 3 tora.. Same with perlite fiiled coro ... .. ....... ..... Same with verm. flled cores ................. Same wi[h molded EPS (bnds) filled cores ..... Same with molded EPS insero ia cores .... ... . Li4htwdaht apsrepce (uyanded shale, clay, $lue ar slag, pumice) 6 in., 1&171b 83-87Ib/ft' rnncae.2 or 3 cora... Same with perlice filled cores ................. Same with verm. filled cores ................. 8 in., 19-23 Ib, 72•86 tb/R' mnercte . ............ Seme wi[h perlitt filled cores ................. Same with verm. riIcd cores ................. Same with molded EPS (bads) fiRed mra..... Same wuh UF foam tilled cores .............. Same wich molded EPS insau in care ........ 12 in.. 32-761b. 80-901b/ft' concme.2 m 3 com... Same with perlite fllled cores .......... .. ..... Same with vmn. fiUM corn ................. Stane, lime, or wnd Quartziuc and saadstoue . .... . ...... .......... Caldtie. dolomitic, limaron. marble, and i+anite. Gypsum vuthion ule 3 bY 12 bY JO in.. wlid ........................ 7 by 12 by 30 in..1 alls ....................... 1 by 12 bY 70 in., 3 cells . . . . .. . .. . . . . .... ..... . Conenla Sund and yavel or rtooe awe`ue eoneretd (mnuaa vrith more [han SOR Quarts or Quattsite srad have eonduaivitia in tha hi`her cnd of the rao{e) .. Limescone eonaaa .............................. Gypwm-fibv camne (61.3R gypwvn. I23R wood chips) Cement/lime. mortu, and ttueto ................... Liahcweight a¢grcpte wncrna fxpanded shale, cLy, or slate; apanded slµf; dnders: pumice (wich density uD to IOO lb/ft'): iLnd seoria (sandtd wnttaa have wnductivitia in the Ai`ha end oftherante) ............................... 100 4.2-J.I 90 7.6-4-3 80 3.0-3.7 70 23-1.t 1993 Fundamentals (C). &e Th{ckaeu (LR). ILud (1/C). OF •tt, - e °F•ft=•A Hea4 BI" E•tt, - °F 8tu•la Bcu Ib•'F - 0.24-0.20 - - - OZ8-0.24 - - - 033-0.27 - - - 0.40-0.33 - - I.xS ' - 0.80 0.21 0.90 I - 1.11 - O.EE - 1.32 - ? 034 - 1.85 - 0.?3 - 2.L? - 0.10 2.50 - = = 0.48 f = 2.1 _ - - O37 - 3.7 - - - 0.90-1.03 - 1.11-0.97 0.22 - - 0.30 - 2.0 - - - 032-0.73 - 1.92-137 - - 0.81 - 1.27 0.22 - - 0.384.78 ? - 1.71-1.28 - - - 037-0.44 - 3.7-2.3 - - - 0.30 ? - 3.3 - - - 0.32 - 3.2 - - - 0.37 - 2.7 - - - 0.52-0.61 - 1.93-1.63 - - - o.u - 4.2 - - - 033 - 3.0 - - - 0.32-0.54 - 3.2-1.90 0.21 - - 0.13-0.23 - 6.8-4.4 - - - 0.19-036 - 33-3.9 - - - 03! - e.8 - - - 0m - s.s - - - 0.29 - 3.3 - - - 0.38-0.44 - 2.6-23 - - - 0.I1-0.16 - 9.2-63 - - - 0.17 - 3.8 - !80 72 - ? 0.01 - - 160 43 - 0.02 - - 140 24 • - 0.04 - - 120 13 - 0.08 - 0.39 19p 70 - 0.03 - - ?6p u - 0.03 - - 140 16 - 0.06 - - 120 11 - 0.09 - 0.19 100 8 - 0.13 - - - - 0.79 - 136 0.19 0.71 - 1.75 - - - 0.60 - 1.67 - Iw 10.0-20.0 - o.io-o.os - - 140 9.0-16.0 - 0.11-0.06 - .19-0.24 130 1.6-13.0 - 0.14-0.08 - - 140 11.1 - 0.09 - - 170 7.9 - 0.13 - - 100 33 - 0.18 - - SI 1.66 - 0.60 - 0.21 120 9.7 - 0.10 - - 100 6.7 - 0.15 - - BO 4.3 - 0.22 - - IZO 6.4-9.1 - 0.16-0J1 - 100 1.7-6Z - OZI-0.16 - 2 0 BD 33-4.1 OJO-0.24 - E fi0 3.1-2.3 0.4l-0.r0 - : 40 1.] 0.76 ?? Thermal aad Water Vapor'I}ansmission Data neu 4 qpical -nermffPropertla of Commoa BWIdIoQ aod Ioaolatlne MatertDd o ua • (ConetrrdeC ji? y{ Nefwun `(R CooAmalvlte Coedueuno Per 1 w ITlcteee SVoIfIc (k), (C). T kkknew (Lk). ILUd U/q. Heat, Deed 4 ?!L ? _'F_'11?J. ' s' ?4i_ DoerlpNOe ? + IWfC S•ftz••F 4•h3•OF Bto•le Dta Ib••F Paliee. vemucWite, snd polp[yrerte beadf ......... SO 1.8-1.9 - 0.5J-0.33 - - 40 1.4-I.5 - 0.71-0.67 - .11-0.27 30 1.1 - 0.91 - - 20 0.8 - 1.25 - - Fwm mccraa .................................. I70 5.4 - 0.19 - - tao 4.1 - 0.24 - - BO 3.0 - 0.33 - - 70 2.3 - 0.40 - - Foem mncma and allWu eoaamn ............... 60 2.1 - 0.48 - - 10 1.4 - 0.71 - - w o.e - 1.u - - S1DL*!G MA7ERIAIS (oe dt mrtsa) SAugfo ? Asbestoscemmt ............................... l?A - 1.75 - 011 - Wopd.l6in.. 7.3 etyaaure ...................... - - 1.13 - 0.97 0.31 Wood. double. Ibia.. 12-ia. ocpoture ............. - - O.N - 1.19 0.28 Wood, piw insul. backa board, 0.3123 in.......... - - 0.71 - 1.40 0.31 srdrna Asbenaweemrn[. 0.75 io.. 4qped ................ - - 1.76 - 021 0.74 AsPht1[r011Sidins .............................. - - 6.50 - 0.13 0.33 AaPhalt wsuLtint ildini (0.5 ia. bedJ ............. - - 0.69 - 1.46 0.33 Hardbwtd sidini. 0.4773 in ...................... - - 1.49 - 0.67 O36 Waod. drap, ! M' A in ............. .. . - - 137 - 0.79 0.28 Wood, bevel. 0.3 bY 8 ic., liPDed ................. - - 1.73 - 0.81 OSS Waad. bevel. 0.73 bY IO in.. Lpped ............... - - 0.93 - 1.03 038 waod. Ph'w'oad, 0.375 in.. lapped ................ - - 1.59 - 0.39 0.29 Aluminum or Steel°, wer s6ea[hin; HoUow-batked .............................. - - 1.61 - 0.61 039 lasula[ing-board bscked nomind 0.375 in........ - - 033 - 1.82 0.32 Iavulacin`•board beeted aomina10373 iu., foilbeeked ................................ - - 0.74 - 2.% - Mehiteaural (sode-lime tloat) yless . .. . . .. .. . .... ... 159 6.9 - - - 031 woons (u% moluon eoetenU" Hardwoodr 0390 Oak .......................................... 41.2-46.8 1.17-1.25 - 0.89-O.BO - Hirch ......................................... 42.6-45.4 1.16-1.22 - 0.67-0.82 - Maple ...............:........................ 79.".0 1.09-1.19 - 0.92-0.84 - A sh .......................................... 38.4-41.9 1.06-1.11 - 0.94-0.88 - f sa ?? 039° So ............. uNem Pioe .................... 75.6-41.2 1.00-1.12 - 1106-0.89 - Dou`!ae F'vLreh .............................. 33.5-36.3 0.95-1.01 - 1.06-0.99 Southern Cyptex+ .............................. Hem-Fa. SOruce?PinaFit ....................... 31.4-32.1 24.5-31.4 0.90-0.92 0.74-0.90 - - 1.11-I.09 1.33-1.11 - - t ? Wa[Cout Woods. Cedan ..................... 21.7-31.4 0.68-0.90 - l.s!-i.ll - ? C•ldoraia Redwoad ............................ 24.5-28.0 0.74-0.82 - 1.73-IS2 - 'Valun us for ? mm t?penumaf t!'F. Aeq'arnutivewlca fa dry mue'v4 'Klup fot fuYy Oomd Dbck m q appmumuea uuut ua m ca with aeiutmtled u dmP(not qmllaurn)vduqlarmueiW le nwm-l u1e 71amd nlua of inwuung matalW maY dfRa fmm dmp nlm deDWdinf on dm lo- utu propefin (ej.. drmiry ud moiaun eantanr. erfw+Uo4 «e) nd vaiiEiGer a?eimaed duringm?auf?nme ForpopeMaolapntiwW Podual.ustLenlut fappGed by Ne maeufaawa ot by unhiaf[d wt1. "ro obtain mermal wsauct;Ktki m ewe•n - T. ac.iele tne r-n«or ey um.m. `Aamoc. nlue,re dhe ?aepoub w c bdae mmdies on e w maedoWpw. J1s.is f196/1. 'LLS Depvwmt of AQicuhme p974j. 'Doe m[ iodudcpspcbrJdo? aod hdnF ifwWhaeuwJatloa fmmss lwea wry (nlledw or aLawis) of m unpoce b tibb 2aM 7 frnthe innJating rvue a(w unpeca: w18 tEe sOOAPrizar dfeaiw minaea aod umDa4um mndWom M We ry-ee Yandumru7•wia NtA REc dlmaer. (Ss C2aRa 10. Ftiaan Affeaiet TLe' m.l itrrorm.ocz) e.n. eulohL .na loae.fm mioad nea ie.Wdom n. mmiew tmed w acEieva tpaifbd A-Muak tM moR mmmae of rhk6 ue tletl ie t!t dOk Due m di!lamce in m-uhcmm{ Pocesses od ms4eiW t!e PoAun Uuemsa dmduea wd dhsrmU waduedviria hr/ acmnddvaEk noP for a WedMd R-.due hLit wtaW "u rt4u.tly nee, aG Gm tn basd oa Hmimd rdnF 7or.dNtlaoal in(amuitla4 m Soem of NWa fapeaas (SPn BW4tln VI01. vLlua ue fm aga4 mfaced 6wrd axk. Fm eLeR m cootluetiMtY Ntb µt of am.odN Oan?etA?oNWM?7?t m aimpa 34 Fiaon AffadetSLemtl Palarmunce h4lua w for nMD Pnaluct+riN fr?imOiaaa+bY fmf w tEe no mYQwvhoa An aluminum !al (m OtQOOI Is dle?vm ar Oearair is {maah' aomiidCN Impc• mn61e w Pset. For cLoR inaoeAuakly MW aO ata0anded DafuorAnuraa ee Quptet :A, Fatnn AlfeNnt TftvmW Pafmmues, uA SPI BollMe UIW. 'ImWaUng wuaor rvualai u4 "vM dependiot ao dmdq erLhe buW aod oa r'04 nze aod aeqE of Detavieoa • fimil?t udt ?d?hL ?hlua fQ meal ddioi VDfiedaMa fht mrlm wrP deDandl,t m? of KadlWoo of tlnpra bmeuA We aW[oL +buhar ae0m ymflact+w of qoe- iallmivc wd m thKknea, q'PG md aOPia+on a(ieuJUioi bwkle{-bard mA Wluw pvm ue nenW !or iue u dai0a NadQ md +ae oEaieed ![om KMll juudN 6otlmcmW (ti4iM C376) w Wibnled hot bm lA3CM C9161 on hWlor- wd.e tyon.m tree m.a omu e.ddw-bow, or.eoa m,a ro.mea qwa.ea (1611 fIbLL DipYM 4f iiOA w mms 5om the new dvw mar «sv" 'Sa Adsmf (I971), Maeloe (1941x sod WIIYer 0979).7Le weducirib nlua OYad R Iar hat tnmktaem We6m. iLe thcmid aondumvhY o[woed qrie lioevlf oith t W Emrit7, md tha dmdtY n n{e WcM uerAOw 4Rmagy fwed futLswoad rymulivm If We dmdW ofths.ood'peoa u ea tao-4 we [Le mm modua• tMq' value Pa auWOWioe m aAa moiwn wWmta t!g fdbW+N emDi+iW aqiuiioa demibOm b/ iVilhw p9M mm be „sak k. 0.1791 + (I.E74 x 10'' + 3.773 x!0"Arv I + 0.0Uf rhate A I, dsndd of tM malx waad in IWfl'. Md M la the moimrte weteat ie •F? m M'lan 09M ao anNrid Nurioo (a tW Ngd(k ha[ of moirt.ood a 75 •F 1s u follws (0299 . O.OIM) r ? ? U + ULU) v FIWC QCo aOW Y01s (Of t4e hht O( fO19V00 oA m AoCOffd M Ato. M(1321 x 10", -7.IN x 10'1M) rMe M4 tEa maiawe mn[m[ ia Do?t q mau. 22.9 -.49, ;r s . 22.14 1993 Fti+adammtals Haodbaotc 7'abic 9 lypkal Warer Wpor Permeanee sad Permabfllh Volua tor Commoo BuUdlaQ MuerWs' INa1erN1 7L1 10. PllIDfaoc4 Perm 0?. PermeLWty, Fe0 Pero-la Re1LUM'N16t. ReNla Cooqra?tlos M?terlW ?/ Concsete(1:I:IOUS) 4 1 3 3.2 0.31 8rick masonry 8 2 41 . 4 0 Coocrae bixk (cored, limeuone ay,{repte) . F . 8 3 Tile muonry, `lazed I . Asbestos canmt board 0.12 0.1-05 With oil-bau flnisha 2-7 Plucu on metal lath O.7J 0.067 PW[er on wood 4N 0.091 Plas[et on plain D'WUm !uh (wlth studii) ZDf , 0.050 020 0 Gypsum .ratl boud (Diain) 0373 S0 . 20 0 010 Gypaum aEeatltiy (uphalt 3mP«Wago 0.5 20-50' . 030-0.030 0 Struaural insuletinL bovd (sheaihint 9visMY) . S[NaU[a! imul+[W Ewrd Cntaioc, uncoatedl 0.5 30-90, .02".0I1 Hardboard (standud) 0.125 I1l 0.091 Hudboard (tempaed) 0.I35 3f OS Builc-up roofinQ (60[ mopped) 0•0 s 0.I-3.1 23-0.19 Wood, sugir yine 0 23 7t 0 1 4 Plywood (dauNu fv. es[aior jlue) . . . Plywood (doualu f¢, intmor glue) 0.23 1.0 0.53 pcrAic, qLLsy fyer Tem{areed yheet 0.056 0.12° 8.3 Polratu, dus 0ber reieforoed shat 0.018 0.054 20 nermal Insul,tlo" 120' o.OM Air (3611) i 0.04 . Cenular gLas, l 2.1-2.64 0.48438 Corkboud 9.3` O.II Mi¢enl wool (unproteeccd) 116, 1-1 6d 0 0.0086 54.62 2 EzDacded DotYu+athane (R•11 blawa) burd stak . . . 1.2° . 0.83 Expanded polYstyrme--ocsruded 0-3.8a 2 0.30-0.17 Expanded polY+tYrentibad . ' 26 0'036 PhenoGc fwm (mvering rcmoved) 0.02-0.134 50-6.7 Unicellular synthetic 0adble rubba foam Plank aud Meul Fo14 and tLm` 0 04 m Aluminum toil 0.001 . Numinum foil 0.00033 0.05° 20 Polyechylene 0.002 004 0 0.16° O.OD° 6.3 12.5 3100 3100 PolyeNylrne . 0 006 0.06d 17 3100 PoIYcEhYlene . , . 008 0 0.014 25 3100 Polye[hyleoe , . OAlO 0.031 33 3100 PolyeNYlme Polyvinykhloride, unDlastitiud 0.002 0.684 1.3 PolyvinYleWoride. Dhakiud O.OW 0.3-1.4° 1.3-0.72 PolYe+tQ 0.001 0.73 1.1 Polyester 0.0032 0.23° 4.3 PolYatR . 0.0076 0.08° 12.3 ? Celluloseacente 0.01 4.6° 0.2 CNiulou aaetate 0.123 0.72° 3.1 contrnt of a soi! that has bam t6omag* wetted and thm dnined until the dninage race has baome neetiaibly smaU). Aftec a prolonged dry spell, the moitture will De nar the wil[ing poia[, and after a rainy period, the soil wiD have a mois[we wnteat near its field opadtY. 'I'be moistute Coutmn at thae limiu 6ave bem s[udied by maay agricultursl raarchers, and dau Cot ditfaent cypu of soil arc giaen by Salomone and Maclowe (1989) and Ker- smn (1449).'Ibe shaded areas on FiQute 6 appmximaee (1) the full range of moistute wncenn for dt[fermt soil typa and (2) a rao;e between average values of eaeh limit 'Pabk 7 giva a summary of daian valua [or thermal wnduo- tivida of the basic soil classes'mbie B;iMes naia o(thetmal cen- ductiviry for some basic clasus of taet. The vdue choue depmds on whetha hnc wnsfa is beicg alcuhmd tor mioimwa heu bss [hrough [he soil, aa in tground hnt axhao4e system, or t maxi- mum valuq as in peak winter heat losa calculatiocs for a bax- mrnL Iiwm a hlah and a low value ue given for mch aoil cls•• As ha[ tlows through the soR the moiuuae tmde co mae+'nY from the wura af heat T6u moisture migcadon provida iaitisl mass trausPort of 6eu, but it alto dria the soil adjautt[ to the hat sounx, hma loweriai Lbe ePPamn[ ehermnl conductiviry in that mne of wiL The [ollmring trends are tYDial in asoil w6en otha faaocs ue held mostant 1. k inadsa wi[h moirture coatent 2. k increa+es wieh inae+aini M' dmsiry of a wit 3. k decrea+a with i¢crea:inQ orpnic rnocen[ af a soil 4, k cends to decrcue [or soils wi[h unifarm gradations and rouaded wi! Saini (bee+use the Raia•to-irain rnotaas are reduad) T6ermal sad Wster Vspor T}sasmluioa Data 22.15 , 'hble 9Tyyln! Wiar Vapor Permmea and PermabWl7 Valua tor Common Bolldinf MarcrfdY (CaneGrded) MetMd q?300 It3 W loOdle{ Aper. Fs14 Rooflos Pap«ng Dupla 3beet, uphalt laminue4 aluminum toil one ade 8.6 0.002 0.176 300 3.8 suw.tea,na cw«a mu roorm` ss 0.05 o.u w 4.2 1(taft ptpc and uphalt Imminated, rdnforoed 30,I2430 6.8 0.3 1.8 33 0.55 Blulm[ ehmml inauL[ion DeckuD WDa WEalt cwud 6.2 0.4 0.6-42 25 1.7-031 Mphalaseiunted rod aoated vapor iaWer paper 6.6 0S-0.7 0.6 5.0.3.3 1.7 NpAalt-utumted, but oot eoe[ed, i6nthinQ papv . 1A 33 702 03 0.03 1SIb uphalt [de 11 lA 5.6 1.0 0.18 lYlb tar felt 11 " 4.0 1111.2 0.:3 0.073 Singlo-kraft, double 32 31 42 0.032 0.024 Ilqdd,Applled Coule{ MatetlW 1]kkaeo. la. Commacal latu yai¢ts (dtY tilm thitknas)' Vapor murder paiat Primaanter YMi aeaau/aaYlk yrima Vipyl-aaylic yrima sem;.eess vinrl+mlio m.md Esterior aerylic house and cim Plint-2 eoan Nphett paint on plywood Aluminum varnish on wcad Ecamets on mnooth p4scec Primm aad xalm on inr«ior insuladon boud Yariom primm plua 1 eou flat m7 paint on plaster F4t paint on iaterfor insuladon boud VWur emulsioo on ioterior insulation boacd 0.0031 OAS 2.73 0.0pu ? 0.16 0.002 7,u 0.13 0.0016 8.62 0.12 0 6.61 015 0.000 !A7 0.16 0.4 3.3 03-03 3a-2.0 0.5-15 2.0-0.66 0.9-21 13-0A8 1.6-7.0 0.63-0.33 4 0.23 3045 0.03-0.012 withd4 ont= Aint-3 coatl Esmrior punt, whtrs Ipd and oil on wood vdici Excer{or paint, white led-riae otide and rn1 on wood Srycme-6wdlrne lua matin` 2 Polyvinyl ueuu lata eoaua{ 4 Chlorosultonaced potyethylme mutie 33 7.0 Aspluic eutback mattiq 1/16 iu.. dry 3/16 ia. dry Hoi mdt uphalt 2 3J '13is ubie permiu compvisam of ma[aiala but in the Adatiou a[ npor roaNa muetid+. aatt nlue fm De*mmo or OmmeabilitY ahoWd be abuinad Nom tLe muiuhaum ar fmm bDaaon'tWS. tLevvunihweiodfatevaiatioet-mm[eWa nhm for mueiW Nu ue ?ilv bis of dillaart dmdt%aimudn4la. a'aaae 7Uo nlm shoWd m be wd at deapn m ryadlko6w dna. Vilua ham dmaD aod n'u- ap mnboft .ae uwaQY obuind Gom Imeaiadm uft AS[M E%mdO71: wlae s6a.e mda ahen wre obuieed M twe4emD"UuM WOdIl aLL ud alr rdedry mesbodt Pemwoa. t'iRaoce. Dwmcabffit%aod eeoeaacsDQmh t6iemetlvWs ae arvm io Ne Iollowief unitc ItMnno ftrm ? R/b'R2'1614 Ru4rencr WN ? la}y•fti•Na Amnarawrr rerm-n. - mp • R' •SLL HOW Re4relwr/wlru/etwm Aq/fs ? (In.Nt•R' daYto. 5. kotafrounsoilmaybehiahcorlmvcthaethrtotthesame unfrouu soil (baause ehe oonduedricY of iau hifha than thac of water but lower than thac of the typical soil grains} IH[fer- encrs in k below moiuuee eontenu of 7 w 8% are quice tm+11. At apprwtimately 11% moistux caneem diffenaca in k- taccors maY r+rY up W 30% Crom unfrozm valves Whm calculatinQ aanual euer`y uu, valua t6at cepraent typical site wnditiaos ae they varY durina the yeer should be chosen. ln climetes wEue ground [[eeriaB u agnitieaat. °ccRte 03-1A 3•3-1•0 09 Ll Il 0.09 33 0.18 1,7 0.59 O,p6 16 0.11 72 OA - 0.1 2 a io ?DlalC$Cffi 0? CmWtItUOY aYQ dItERHOO Of vRp0f IIOM. 9Jma1y imniiad u ropor ianrdem dthwSh mietima u+ed amnia qeah mod dewhatacar aoid ddt where+0ecial waddemdm an thm rsqmiiN for warm dde barriet e![ecti? 'prtaw maEad. 'VNneup mehoG 'Otle ILC d7 a meteuD mphod s{py!lmap100 ?EOCs YICd Y YpOf RtlldCt Hib DQmeance W W lI1wEOC bconswuoio& 6AedYaex mG rdwemM. hlua luw 4aa ea4Wamd u tlr nd9rocll of tet pomvos ed 7crmaLbWtP `ah? 'Ga C 10 mW ma IOm Nkknot hnc transfa simulatiom should inelude the effcet of the kuat hea[ of fuaion of water.'ne werQy ea?ea+ed durieg thls Dhm chanSt 9geifipndy eetaids the ptogrm of the fmst fmnt ia meisi wils. Water Vipor'ikanamixvfon Dals for Bnllding Cumponmts 'mbk 9 pva typical water aaPCr Demeaua aad petmeabiliry valua for eommon buiWini matsrials.'ILae nlua ean be used to alculau water vapor flow throuih buildina wmpo¢mu and assemblia usini E4uadow (14) [hcouYh (17) in ChePCR 20. ,LVIN H. HEDLUND Surwyor Clvll Enpinnr ? - - - ? 1 1 I ? Ni .v mI surver?or`s G'ert?ficate JOB N0. 7 SURVEY FOR: 2achman Fiomes DESGRIBED AS: I,pt 5, Sloc cT-4, CEDA CLIFF, City of Eagan, Dakota County, Minneaota, and reserving easementa of zecord. NoQTH Top of Founda+ion = 909.4 Basemen+ Floor= 906.2 Garayc Floor = 909.0 Propo.sed Elevafions O Exis},n9 ElGVatfons _ Denotes Drainayc IO'Q >taK?? i ? ?- .; .n 4o z ? -\ ni° 9609 Glrard Avenue South 8loomfnqton,Mfnnesoto 55431 Phone : 9 B 8-2080 - - - - -1 I I L? a ? ?p ?4 T f ?p ?oSy4RST 1 , I? i 330 ,/ ? \ tifaK?s \ 4s ? \ \ I ? I . \ CERTIFICATE OF SURVEY 2 hereey certify thot on S- 5- 8o I surveyed t ine oDave plot is a correct representotion ot safd su Colvin H. He und, Minn. Raq. , I \ I y descn?d obova \ \t v 89b.s v I , i ? <r- thaf 42 3