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2196 Liberty LaneAOf3E ''?s ?;a" u?r+o suRVerats NGINEERING COMPRNY, 1NC. . DIEDRICH BI.ORS. ? PROJECT N0. 12121.00 ?-1000 EAST 146tti STREET, BURNSNLLE, MINNESOTA 55337 PH 432-3000 CERTIFICATE OF SURVEY Legal Description: LoT 15, 16, AND 17, BLOCK 2, EAGAN HEIGHTS _TOWNHOMES 3RD ADDITION DAKOTA COUNIY MINNESOTA. 899Eb DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION -?--- INDICATES DIRECTION OF SURFACE DRAINAGE' 9ah 1 = FINISHED GARAGE FLOOR ELEVATION 8q4 17 = BASEMENT FL.OOR ELEVATION 902 • 1*7 = TOP OF FOUNDATION EIEVATION 5CALE : 1" = 30' ADDR[S«S : L01' 15 - 2196 L18EQ7Y (qNE 1,o7AReA =j6p,7 sq.fr, I_or ib - 2I qg L18E2Ty L1NE 4c7 A464 +.23z3.9ry,<r. L07' I'7 - 2Zoo LIgER7y LANE ,lor qqcA =,t6.14.7Sq FT, I.,?. -. il- Za - 03 ? . ??°, I hereby certify-'ttiot this is a true and correct representotion of a tract as hereon. As prepared by me this L doy of ?<"?bA?t- 2003. . {tFV io2] ci Rd,frJ -T}Qr rs ia '1. riov shown ? ?; PEc'? ond described are ? P ? _ ?P ?P 9a86 R PD # OImG?fun •Ft Pfnt I mC, r" Minn. Reg. No. 1 BOOK PAGE AEv q•19 -c3 a.,.M D,aeen" ter ii ?17 RPU Flre1.3.. B.•,4J.ne a?v n•1o.o2 mauvDPeaoNeD"eR L?715,16,17 qPn ? NOW, THEREFORE, it is hereby agreed to and between the Parties hereto as follows: 1. This Agreement applies only to Lots 5, 8, 9, 10, and 17 Block 2, Eagan Heights 3'a Addirion as depicted on Exhibit "A" attached hereto. A full size copy of the Exhibit is on file with the City's Community Development Department. 2. The berm along Diffley Road is permitted to increase by 2 feet in height. 3. T'he porch on Lot 5 is approved to increase to 16 feet wide and 12 feet deep. A two foot canrilever can be added to the deck. 4. The porch on Lot 9 is approved to increase to 23 feet wide and 10 feet deep. A two foot cantilever can be added to the deck. Lot 10 is approved for a two foot cantilever. ( 6? The porch on Lot 17 is approved to increase to 20 feet wide and 14 feet deep. A side deck 12 feet wide and 22 feet deep encroaching into the common area is also permitted. An easement shall be submitted allowing_the encroachment., The landscape plan is modified to reflect the Landscape Plan dated June 8, 2004. 8. This Agreement is intended to supplement and amend the Final Planned Development Agreement covering the Property. This Agreement shall be executed and recorded against the Properiy at Dakota County. 10. This Agreement shall run with the land until terminated and shall be binding upon the successors and assigns of the Owner. 11. All other terms and conditions of the Final Planned Development Agreement, unless amended by this Agreement, shall remain in full force and effect. • e'+a. 0 40 0 sr.-? --. iz.o .o "• ?oo.? 1;89'53'52"W° I 62.97 ?' 95.sx,893.0 ? 1 1 1 Hua asl I n1?5 99? Ca€'y?(893.7 NuB=895 3 ? e yl 0)3.14 (?f_7 e7 ?. IB.a7 o 41.8 o - ? is is N3. 00 Lj ?,,. i.a SIGT z o S.ooaZ? a0.? ??p.. F 10 o o Q? ?00 ?3.0) I I ? °' N C.? p I a. 3, ? N?aF evS.A k, •00 m131.14 I ? ? I ?^ m i3m go' 0 39.83 N;9 f.w I ? w ^ p .ea Q- V? a i?3 p o? o?? (n W o P? 4?O I :o ?? 8.664 ? 0 U7°?m?d?c° I i? u?-O t? p 2' `-' 1 00 '7O 89a.7 89?o)%Y- is rs ti Z ? x i.^ O ?44.I3Q ? 0uH1895.92 9(.7 O ($92.p7 D2tiNA6E pND '? ?A e O Q a ' (n LLJ ? VTILIT' fASEMFNT W 12.00 °' c? C? o J O(n °o _ J 4 I 6. O Oo f ?? ? ? Z ?I .00 m ° 00'? N- wM ,? 9 R o 3.00 ?_2; 1.14 ? C ??J N OIB.oo 41.8,3 ? I L2o 20 =? `M/. ^ NJB!896. J . (g96. o? ?by7 ?9a.?j I L- m. 9• ?; I --j III N 89 ? ?T vtS? ? ^ ? ?,. _ g _ y -041 `i-o 40 ?.p?p :,- It ? . V? rf z a - 0 - . .9 ? ????u? ° . ' • _. ' :' ' . , r+ I hereby certify thot this is a true ond correct representation of o tract as shown and described hereon. As prepored by me this L day of Or'm6w- , 2003. REV i0?23 c?; AAfrJ wJ}9.a.. r-s:io9e /? ? n (?pD ? D/.r2?ltren 'h Pla{ f inC ^ p"0 r• )'1^°'Vr? Minn. Reg. No. 19086 izEV tlv.ll O?a[ne.sn ?oT /S 07 RrU Nrclyn B:irJini. I lifl. OBE ENGINEEtiING caasuLnNC ENcInEERs, DIEDRICH BLDRS. PLANNERS and LAND SURVEYORS N PROJECT N0. 12121.00 (XMPANY, INC. ?1000 EAST 146th STREET, BURNSViLLE, MINNESOTA 55337 PH 432-3000 ''\ CERTIFICATE OF SURVEY Legal Description: LoT 15, 16, AND 17, BLOCK 2, EAGAN HEIGHTS TOWNHOMES 3RD ADDITION, DAKOTA COUNTY, MINNESOTA. d99_5 DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION ---- INDICATES DIRECTION OF SURFACE DRAINAGE 90h / = FINISHED GARAGE FLOOR ELEVATION 8q4• I7 = BASEMENT FLOOR ELEVATION °L• 17 = TOP OF FOUNDATION ELEVATION SCALE : 1" = 30' _ACOacSSCS• L0-r iS - 2196 L18E21}' (y,NE /.oT ARcA = Z/,qg,7 Sq.Fr , L4T 16 - 2198 U9E27y LANE "7 AReA = y 3z3.9sy.<r L07 17 - Z7_00 LI9ER7y LAr1E (or AaeA =.t644. 75q FT, l°='•y p(.AT L/n/E \ ?? \ ToP? 899 / 947Aenwg= 895.? `?2.•?-? ? ?O C8\ C8.'_ ST rt.a i .o 'Y• ?q00.0 S89'53'52"W ° ? ? 97 62 , v5. 5 (8410) . 1 1 1 Nue a81 ' ol? -:? C J4Y,b)C 893.7 Nv8-395. 19.00 o qr.as ` 4E 13. 4 I IS ?3000 bi .?.?4 E ? I 1.oo o cn W O O V) ° oz a I . 8.00 ?? c10°o? F ? 0- Z) o ?..`-? 0O 12o? ? ? v ~ N ?? ? (893.0) I ,oo 0r3.w 0 39.83 ^ oo S P -co (nW O v ° ° ?Y ? d ° pO ? • B.OOe? O(n d. D,.?? 38 u... q ip ? N O a O Q? I00 Yy,? -r oo Q. (wn ? ry OR I ? d T r 7 893 o)%;• 89 5 ?s . 013.14 11 DILIINKE AND vTiLix CAseMwr 44.83 o E w NuB•d95.9 ? ? < (n W ` - Snu. 4 I 0 72.ao J ?? J ? 6.OOo f ° ?-.4 1/ _ N,M O O 8 ? v 0 3.00 a ? ?.ool vs-lo ? 4I.83 ?z ? ^. ?__ .• I 1 L_J 1 ? , : ?-- 62.97 N89'S3'52°E -? - !?- 2 0 _ `13 }? - •':TT?s?'S?Ti.e'.F?TDL?rl l.. 4-0 4-0 x x r 7 (?i? x X 40 W 0 n F? v° a c„ m Q ,b ti H? 2 I X \ 1 40 NQV ? 0 Wl I hereby certify thot this is a true and correct representotion of o traet as shown and described hereon. As prepvred by me this Z doy of Oc-rbEe¢.. , 2003. REV io 13 ci RAerJ -r.yyaare Fs:1epe 2??? RPp #O?Mt??t?en -nc Pfet l'n? '"""'rn • OCk-w--O- Minn. Reg. No. 19086 f7Ev v, 7 -c, oo 14 D.ncnzsn 4er IS ti17 RPO Ar`"3•• Rpv 01 -1o•a7 roaveOFa4oNeDSeK &rIS,/b.17 qPD BOOK PAGE gL? Z BQ - (0o55? ? ?-45?1. l08 RESIDENTIAL BUILDING D ?G 50 Permit Application `ryl,?- iDa !PD $ City Uf Eagan 3830 Pilot I{nob Road, Eagan NIN 55122 pQ uzo u I , qaso Telephone # 651-675-5675 FAX # 651-675-569 cH . ?lac,?g (OX ?Q NewConsWdi)nReauire ments ?S ?'?` RemodeVF2eoairReauirements OlficeUseOnlr 3 registered site surveys showing sq. ft. of lot sq. ft. of house; and all roofed areas 2 copies of plan CeA of Survey Recd y Y_ N (20% maximum lot coverage allowed) 1 set af Eneyy Calcula5ons for heated additions Tree Pres Pan Recd _ YZN 2 copies of plan showing 6eam & window sizes; poured found design, etc. 1 site survey (oradditions & decks Tree Pres Not Reqd _Y rM' 1 set of Energy Calculations Adddion - indicate if on-sAe septic system On-site Septic System _Y _ N 3 copies of Tree P2servation PWn if lot platted after 7/1193 Rim Joist Oetail Options seledion sheet (bldgs with 3 or less units 6CZ" /0/1,7/Q3 Date /0'7 / 03_ Construction Cost Site Address .2 19 G; ?? e^?y ?-.Qn r UniUSte # J? Ea a.,, Yhn , 5i ? Description of Work NP w ,...?a. ; . 043 • Multi-Family Bldg Y Y_ N Fireplace(s) _ 0 -? 1 _ 2 Property Owner ?L?m o Telephone #( ) Contractor ? erCr c h ?r• Id.??s =nr Address (cjS`-I`I ??CPitnc??n4ii City ?O?.irncl.??1-f State Zip -?)Sbcr J' Telephone #(6Sr COMPLETE TIiIS AREA ONLY IF CO ? &-I 1 BUILDING 3 2"03 ? Minnesota Rules 7670 Cateeorv 1 ? esota Rules 7672 Enefgy Code Category , Residentlal Ventilation Category t W rksheet ? J ew Energy Code Worksheet (Jsubmissioniype) Submitted u6mitted • Energy Emelope CalculaUons Su6mitted - ' ----___, Have you previously constructed a building in Eagan with a similar plan? ? Y _ N If so, 25% plan review fee applies. ' a . ? . •f ... r. , LicensedPlumder LQcS-VlY&-r,cl Telephone#c,??? ??) -7 Mechanic(?lContractor e?s' Telephone#(?,?) 4431 '7oq9 Sewer/WaterContractor )?4[a,-?11??y???„ca Telephone#FJ5a) P?q q1`?? I hereby appfy for a Residential Building' Perinit 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 State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ',Applicant's Printed Name Applicant's Signature,;/ OFFICE USE ONLY ? s Sub Types .. .._ , O 01 Foundation O 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OB 06-plex ? 16 Fireplace ?• 21 Porch (3-sea.) ? 31 EM. Alt - Multi ?L 03 01 of_g plex ? 09 07-plex O 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex El 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) O 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ?' 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N? I 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) 0 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors ? 34 ReplaCemel ;,ql O v0 'Demolition (Entire Bldg) - Give PCA handout to applicant Valuation 4%1; ?. Occupancy MCIES System Census Code 11 D Z Zoning 10_ City Water SAC Units Stories I Booster Pump Nbr. of Units Sq. Ft. L L pRV Nbr. of Bldgs Length 0/ 1 Fire Sprinklered Type of Const Width 511 / " REQUIRED INSPECTIONS ? Footings(new bidg) ? FinaVC.O. _ Footings (deck) Fina]/No C.O. Footings (addition) plumbing ? Foundation _ HVAC _ Drain Tile Other Roof _ Ice & Water _ Final Pool Ftgs Air/Gas Tests Final JX FraminB Siding Stucco Stone Fireplace ? R.I. Air Test _?_Final _ Windows (new/replacement) ? Insulation Retaining Wall rij _eLj Approved By T 7 , Building Inspector ---------------------- Base Fee Surcharge ko ??? I ??„ ? Y? y7C ? 31i ? y Plan Review MGE5 SAC City SAC 7 ? Utility Connection Charge /.?,,,•,,?/ ??,/.?-i S&WPermit&Surcharge Treatment Plant License Search ? ? D Copies ocner Total ! 23j d"qI ?.• = MPlcheck COMPLIANCE P.EPOP.T hfinnesota Energy Code MNchecN: Ceftware Version 3.0 COUNTY; Dakota STATE: Minnesota ZOP1E : 2 CONSTRUCTION TYPE: Multifamily DATE: 1-3-2003 TITLE: EAGAN HEIGHTS PRO.TECT INFORMATION: PLAN tl02-0801Y2 COMPANY INFORh1ATIOrI: DIEDF.ICH BUILDERS PIOTE 5 : LOTS COMFLIAAICE: FASSES Raquired UA = 993 Your Horne = 871 12.3% E,etter Than Code Permit # Checked by/Date Area or Cavity Cont;. Glazing/Door Perimater R-Valu e k-Value U-Value U:, ---------------- CEILINGS: Raised ---------------------------- Truss 9992 -------- 94.0 --------- 0.0 ------------- ---- 109 WA.LLS Woed Frame, 16" O.C. 3913 19.0 2.0 219 AtEFr : 592 10.0 2.0 52 BSMT: Conc. 3.3' ht/7.8' bg/8.3' insul 1309 10.0 0.0 111 ESMT: Conc. 3.5' ht/3.0' hg/3.5' insul 991 10.0 0.0 39 GLAZING: Windows or Dc,ors, A.bove Grade 891 0.350 299 DOOP.S 198 0.350 52 -------------------------------------- COMPLIAA]CE STATEMENT: The proposed buildinJ ------- design --------- described ------------- here is ---- cunsistent with the building plans, specific ations, and other calculations submitted wir,h r,he permit application. The proposed building has been designFd to meet the requirements of the Min nesota E nergy Code. Builder/Designer ?r„ Date l4-zi=-o1 Minr•.'?sota Energy Code MNcheck Software Version 3.0 EAGAN HEIGHTS DATE: 1-3-2003 FLAN REVIEW AND INSPECTION ISSUES This list of items may be helpful for Plan Reviewers and Building Inspectors t use as a guide for enforcing the Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, ona- and two-family rasidential dwellings. The items niarked with * apply only to detached one- and two-family residential dwellings. PLAN REVIEW ISSUES FOUNDATION INSULATION - foundation wall insulation R-5 minimum - foundation insulation extends from top of wall down to top of the footing - exterior foundation insulation is coverad by a protective coating finish COtdCRETE SLAB OR UNDER-SLAB INSULATION - slab on grade perimeter insulation R-5 minimum - slah insulation extends from top of slab to design frost line or top of footing - floors over unheated space R-30 minimum SJINDOWS / DOORS / SKYLIGHTS - average U-value is 0.37 maximun foundation windows) - window U-value consistent with - winduw and door area consistent for windows and glass doors (excludes buildiny plan and MNcheck Report with building plan and Mhlcheck Report MECHANICAL VENTILATION ISSUES - residential mechanical ventilation system provides adequate ventilation per code requirements* - furnaca efficiency is consistent with Mhicheck or building design plan - protection against excessive depressurization is installed per code requirements" ENVELOFE INSULATI{7N FOR PLAN REVIE6J - interior basement insulation k-5 minimum (if no exterior insulation) - ceilings with attics R-38 or consistent with building plan and MNcheck P.eport - wall framing and insulation level is cansistent with building design and MNcheck Report INSPECTION ISSUES COPICEALED INSULATION FRAMIN.r, AND SHEATHING - wind wash barrier installed at attic edge - exterior wall corners framed jo that insulation can be installed after exterior sheathing is installecl ? -"intersections of interior partition walls and exterior walls are framed : that insulation can be installed between the partition and exterior sheathing after exterior sheathing is installed - gaps between framing less than ona-half inch are eliminated by securing frarriing together or are insulated at the time of assemhly - all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed INTERIOR AIF. BARP.IER - all fire stops are air sealed - pipes, ducts, wires, equipment and flues and chimneys through the interic air barrier are sealed - a saaled.continuous interior air barrier is installed on the warm side oi the building envelope at ceilings, walls, and floor rim joist areas" - air barrier behind tub and shower is sealed and protected - recessed light fixtures are sealed ENVELOFE INSULATION - basement insulation R-5 minimum - wind wash barrier on wall seFarating house and garage is sealed - loose fill insulation is prevented from entering the eaves - insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side ATTIC INSULATION - attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel - attic card attached to framing near access opening - notification of attic R-value and date of installation posted near bui permit inspection card This is a summary only. Other requirements may apply. See the Minnesuta Energy Code. Questions? Call the Department of Public Service Information Center at 651-296-5175 or 1-800-657-3710. .?? m ? c ?a t U a ? oz a 3z ? ? ? a ? ? 0 ? ? ? 0 0 ? ? C 3? ? 0 ';K ? 0 yY ? ? 0 ? ?-ARW oX o ? ? ;?' C ? ? 'J ? 1? ? C ? ? U X L LOT SURVEY CNECKLJST FOR RESIDENTIAL BUILOING PERMIT APPLlCAT10N PROPERTY LEGAL: /S Z DATE OF SURVEY: /P- 7-e;)--3 ? L4TEST REVISION: DOCUMENT STANDARDS • Registersd land Surveyor signature and wmpany • Building PertnitApplicant • LegalCescriptlon • Address • North arrow and scale • House ype (rambler, walkout, split w/o, split entry, bokout, etc.) . Directior.al drainage arrows with slopefgradient % • ProposeC/existing sewer and water services 8 invert elevation • Streetname • Driveway • LotSquare Footage • Lot Cov>rage ELEVATIONS Existin • Sewer service (or Proposed) . Proper,y comers • Top of curb at the driveway and property line extensions • Elevatiors of any exisGng adjacent homes • Adequate footing depth oi structures due to adjacent uGlity trenches • Waterways (pond, stream, etc.) Frocosed ? L '- ? ? = ?C C C r?. p n ? G ? • Garage Flcor • 8asementfloor • Lowest exposed elevaGon (walkouUwindow) • Property comers . Front and rear of home at the foundation PONDING AREA ('rf aooiicable) ? ? ? a ?G 0 ? ? ? ?,a- ? 0 ? 0 ? ? • Easement line • NWL • HWL • Pond # designation • Emergency Ovefiow Elevation • PondNVetiand bufferdelineation ,03 AZ-(4 ?cP 1 D?? Q DIMENSIONS ? 0 G G 0 ? ? u ? ? ?? u ?jf? • Lot fines,'Bearings & dimensions . Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all sWctures requiring permanent foofings) • Show all easements of record and any City utllibes within those easements ? • Setbacks of proposed structure and sideyard setback of adjacenl existing structures ul? ?. 3C . Retaining wail requiremenLS, if any Reviewed: e- 23-0 G:/FORMSlBuilding Permit Application 6Ct#E;B E ENGINEERING COMPANY cavsuLnNC aac+r+EERs, PLANNERS and LAND SURVEYORS INC. DIEDRICH BLDRS. ? PROJECT N0. 12121.00 i ?? L_ 1000 EAST 146th STREET, BURNSVIILE, MINNESOTA 55337 PH 432-3000?_ CERTIFICATE OF SURVEY Legal Description: LoT_i5 16, ANQ 17, BLOCK 2 EAGAN HEIGHTS TOWNHOMES 3RD ADDITION DAKOTA COUNTY MINNESOTA. 02E5 DENOTES EXISTING ELEVATION O00. s) DENOTES PROP05ED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 90% 1 = FINISHED GARAGE FLOOR ELEVATION 894.17 = BASEMENT FLOOR ELEVATION 02.17 = TOP OF FOUNDATION ELEVATION SCALE : t" = 30' AODR£S?CS . LOT 15 - 2196 LI6eQ7Y IANE Lo? ARCA 1444.7 Sq.Fr, LoT l6 - 2118 118EQTy LAUE ?cr ARsa > 2323.9sy.<r. L07 17 - 2200 LI9EfL7y LANE .iar ARSA =.t644. ISq FT, 'Slrr / R?-Ncr (j- ZG??O? .,._. ?c.L- PlO?I I hereby cer{ify that this is a true ond correct representotion of a troct hereon. As prepored by me this L doy of OCroIRK , 2003. RFV iozac,• a.uel- rsq.,o,e/k.te.e4.fGl' ? arD # o?mr,,,,<., .,,,, Pret l?ne Minn. Rfv rl-'7'cp vvJIQ..?ennen 467 /S;17 RPU 131c113n B:?J?ne R?-v li-ZO-a3 movFD Pe4 ?9 08tK 4?7 15 16," RPD BOOK PAGE as shown ond described Reg. No. 19086 Site address: /9,19E L?," ?- Lot ?7 Blodc ? Subd. ? Wr, ??+?-^? ; - ? On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. tIO This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTINGTYPE water Heater b 7 Fumace ? LIZjj vtd- Dryer EXHAUST SYSTEM LOCATION TYPE INODEL CFM's VENTED res No Kitchen kitchen 8athroom 1 Bathroom 2 q (?d ? ? ? Bathroom 3 Bathroom 4 Other VENTING FIREPLACE S LOCATION GAS W00D MANUFACTURER MODEL BTU'S OiaEC7 ATMOS I hereby adcnowledge that the above information is correct and agree to comply with the Minnesota Energy Code and City of Eagan requirements. CompanyName L/?/6 by Date • This form is the responsibility of the General ConGactor. 810 FIRST STREET NE, N510 WASHWGFON, DC 20002 GYPSUM ASSOCIATION fViEMBERSHIP (1999) APPLICATION OF AMERICAN GYPSUM CELOTEX CORPORATION CONTINENTAL GYPSUM COMPANY G-P GYPSUM CORPORATION JAMES HARDIE GYPSUM LAFARGE GYPSUM NATIONAL GYPSUM COMPANY PABCO GYPSUM A Division of Pacific Coast Building Products, Inc. REPUBLIC GYPSUM COMPANY TEMPLE-INLAND FOREST PRODUCTS CORPORATION UNITED STATES GYPSUM COMPANY WESTROC INC. GYPSUM ASSOCIATION 810 FIR$T STREET, NE, #i510 WASHINGTQN, DC 20002 "TELEPHt5NE:202-289-5440 FASCSIMILE:202-2844707 www.gypsum.org e-moil: info@gypsum.org • 10, 0 0 GYPSUM SHEATHING GQ° °253°99 [han 1/8 in. (3 mm) from [he plane of the faces of adjacent fram- ing. 2.3 All steel framing members to which gypsum sheathing will be screw attached shall be straight and truc, and shall be spaced not grealer than 24 in. (610 mm) o.c. They shall be pro- duced from steel of the design thickness required and shall be pro[ected wi[h a protective coating to prevent corrosioa The fastening surfac:c [o which gypsum sheathing will be attached shall be not less [han 11/4 ia (32 mm) wide. 2.4 Gypsum sheathing used in building construction shall be not less than 8 in. (203 mm) from the finish grade in fully weather and water-protec[ed siding sys[ems, and not less than 12 in. (305 mm) from the ground for properly dreined and ven- tila[ed cruwl spxccs. Where ground moisturc or humidiry are extreme and/or con[inuous, the ground surface shall be covered with a vapor barrier. 3. Definitions and Terms Relating to the Speci6cation 31 Gypsum Sheathing - a gypsum board, 2 ft(610 mm) or 4 fr(1220 mm) wide, wi[h a water-resistant or nontrea[ed gyp- sum core and water repellent surfaces, defined in ASTM Specification C 79. 3.1.1 Type X Gypsum Sheathing - a gypsum board as described in 3.1 having special fire resistant properties as defined in ASTM Specification C 79. 3.2 Edge - paper bound edge,as manufactured. 3.3 End - mill-wt or field-cut end perpendiculaz to edge. At such cuts, the gypsum core is exposed. 3.4 Exterior Cladding - a permanent material or system that impedes [he transmission of environmental elements to the sheathing. 3.5 Framing Member- that portion of framing, furring, etc., to which gypsum sheathing is attached. Unless otherwise spec- ified herein, the surface to which abutting edges or ends are attached shall be not less than 11h in. (38 mm) wide for wood members and not less than 11/4 in. (32 mm) wide for s[ee] mem- bers. l. Scope 1.1 This specification describes the minimum requirements for, 1nd the me[hods of handling, storage, xnd application of, gypsum sheattting, a water-repellant panel shea[hiug, for use as a subs[rate for extenor claddings. 1.1.1 Exterior claddings shall be provided [o protec[ gyp- sum shea[hing from long-term weather exposure. (See section 61 for short-[erm exposure.) 1.1.2 Ex[erior claddings and [heir application me[hods shal] be the responsibility of [hose making the recommenda[ion. Consult the local building code or cladding manufac[urer to determine when a weather-resis[ive barrier is rcquired. 1.2 Where fire resis[ance is reyuired for a sys[em employing gypsum sheathing, detailn of construc[ion shall be in compli- ance wi[h reports of tes[s of systems [ested in accordance wi[h ASTM E 119 procedures by recognized [esting laboratories and shall meet [he requirements of the fire rating specified (see Fire Resistance Design Manuul, GA-600). 13 Where a sound con[rol requirement is specified for a sys- [em employing gypsum sheathing, de[ails of construction shall be in compliance with reports of tests of systems tested in accordance with ASTM E 90 or E 336 that mee[ the require- men[s of the sound control reting specified (see Fire Resistance Design Manual, GA-600). 1.4 Where a racking resistance or wall sheaz requuement is specified for a system employing gypsum sheathing, details of construction shall be in compliance with reports of tests of sys- tems tested in accordance with ASTM E 72 that meet the requirements of the racking or sheaz value specified by the designer or applicable building code. 2. General Provisions 2.1 Gypsum sheathing shall not be used on ceilings, soffits or sills unless otherwise recommended by the manufacwrer. 2.2 All wood framing members to which gypsum shea[hing will be fastened shall be straight and true. S[ud spacing shall be not greater than 24 in. (610 mm) o.a The fastening surface shall be no[ less than 1112 in. (38 mm) wide and shall not vary more 3.6 Fastener - nails, screws or staples used for the mechan- ical application of gypsum shea[hing. 3.7 Perpendicular Application - an application where gyp- sum sheathing edges aze at righ[ angles to the framing members to which it is attached. 3.8 Parallel Applica[ion - an application where gypsum sheathing edges aze parallel io the framing members to which it is attached. 3.9 Shear Wall - a wall designed and cons[ruc[ed [o resis[ lateral wind or seismic loxds. 3.10 Weather-Resistive Barrier - a temporarily exposed protective membrane, such as building felt or building paper, that is intended [o impede the penetration of environmental ele- ments untd the installation of a permanent exterior cladding. 4. Materials 4.1 Gypsum Sheathing - S[andard Specification for Gypsum Sheathing Board, ASTM C 79. 4.2 Fasteners - Shall be as described in 42.1 thru 4.2.4. Fastener length shall be not less than [ha[ specified in Table 1. 4.2.1 Nails - Shall be no[ Icss than 12 gage, galvanized, with 7/1e in. (11 mm) dixmeter head. 4.2.2 Staples - Shall be gxlvanized steel, not less than 16 gage, 7/hfi in. (( l mm) crown, with divergent points. 4.2.3 Screws - Standard Specification fbr S[eel Drill Screws for Application of Gypsum Board, ASTM C 1002. 4.2.3.1 Type W screws are designed for a[tachment to wood framing. 4.2.3.2 Type S screws are designed for attachment to light gage steel framing or wood framing. 4.2.4 Screws - Steel Drill Screws for the Applicntion of Gypsum Board or Metal Plaster Bases to Steel Studs from 0.033 ia (0.84 mm) to 0.112 in. (2.54 mm) in Thickness, ASTM C 954. Table 1 Minimum Fastener Lengths for the At[achment of Gypsum Sheathing _ in mm) Sheathmg Steel Thickness Wood Framing Framing_ in. (mm) Nails Staples Sccews Screws ^/io (102) I1/2 (38) 11l2 (38) 11/4 (32) L (25) 1/2 (12.7) I'/z (38) 11h (38) 11/4 (32) 1(25) s/A (15.9) 13/4 (44) 1518 (41) 15/R (41) 11/4 (32) 4.3 Framing Members 4.3.1 Wood framing members shall conform [o Americxn Lumber Standxrds Specification. 4.3.2 Steel framing members shall conform to ASTM C 645 (light gage) or ASTM C 955 (not less Ihan 0.033 in. thick). 4.4 Exterior Cladding(s) - Sidings such as, but not limi[ed to, wood, aluminum, vinyl, plywood, brick, slucco, or exterior insulation and finish systems. 4.5 Weather-Resistive Barrier - Shall be as described in 4.5.1 thru 4.5.2. 4.51 Building Felt - Shall be not less [han No. IS asphalbsaturated felt conforming to ei[her Stanclard Syecification for Asphalt-Saturated Organic Felt Used in Roofing and Waterprnofing, ASTM D 226, or Standard Specifir.ation far Asphalt Glasa• Felt Used in Roofcng and Waterproofing, ASTM D 2178. 2 4.5.2 Building Paper - Type D paper conforming to Federal Specification for Baiilding Paper, Vegetable Fiber (Kraft, Waterproofed, Wuter Repellant and Fire Resistant), Federal Specification UU-B-790a, Interim Amendment 1. 5. Delivery, Iden[ification, Handling, and Storage 5.1 All mxterials shall be delivcred in original packages, con- tainers or bundles bexring brand name, applicable standard des- ignation, and name of manufac[urer or supplier for whom prod- uct is manufacmred. 5.2 All malerials shall be kept dry, preferably by being stored inside a building - under roof. Where necessary [o store gyp- sum sheathing outside, it shall be s[acked above ground, prop- erly supported on a level platform and fully protec[ed from weather exposure. 5.3 Gypsum sheathing shall be neatly s[acked fla[ wilh care taken [o preven[ sagging or damage lo edges, ends and surfaces. 6. Application of Gypsum Shea[hing 6.1 Exposure Afrer Installation - Gypsum sheathing is a substrnte [ha[ is not in[ended for long-term exposure. While local weather eonditions will dic[ate the length of time gypsum sheathing may be permitted to be exposed, it should perform satisfactorily if exposed ro the elements for up to one month. The gypsum shea[hing shall be covered immediately with a wea[hervresistive barrier if exposure time will be extended or weather conditions will be severe. 6.2 Methods of Cu[ting and Insfallation - Gypsum sheath- ing shall be cut by scoring and breaking or by sawing, working from the face paper eide. When scoring, a shxrp Lmife shall be used to cut through the face paper into the gypsum core. The gypsum shea[hing is then snapped back away from the wt face. The back paper shall be permiUed to be broken by snapping the gypsum sheathing in the reverse direc[ion, or preferably by w[- [ing the back paper. All w[ edges and ends of gypsum sheath- ing shall be trimmed [o obtain nea[ fit[ing joints when gypsum sheathing is installed. Holes for pipes, fix[ures or other small openings shall be scored on the face and back before removal of the cut-out with a saw or special tool designed for [his use. Where gypsum shea[hing meets projecting surfaces, the gyp- sum shea[hing shall be neafly scribed and w[. 6.3 When a weather-resistive barrier is required, the weath- er-resistive barrier shall be attached over the face of the gypsum shettthing, to the framing, with the upper layer lapped over the lower layer in accordance with the code. 6.4 Gypsum sheathing shall be propedy flashed at openings and preferably located so lhxt no joint will align wi[h xn edge of the openirtg. Joints shall be s[aggered. 6.41 Holes and cutouts for pipes or fixtures, or other smxll openings shall be properly protec[ed by means such as flashing or caulking. 6.5 Macimum spacing of framing members shall be 24 in. (610 mm) o.c. 6.6 Control joints shall be instxlled in walls wherever speci- fied. 6.7 Where sheaz values xre not required, gypsum sheathing 4 ft(1220 mm) wide shall be permitted to be applied pazallel or perpendicular to framing with vertical joints over framing members and with gypsum sheathing fitted snugly around all window and dooe openings. GA-253-99 0 is 0 • • • 6.8 Syuare edge gypsum sheathing applied perpendicular to framing shxll be covered with building felt or equivalen[, or horizontal join[s shall be sealed. 6.9 Tongue & Groove (V-edge) gypsum shea[hing shall be applied perpendicular ro framing members, with grooved edges down, intedocking the [ongue of the panel below without forc- ing. Ends of panels shall abu[ over centers of framing members and all end joints shall be staggered between adjacent wurses. Gypsum sheathing shall be Fitted snugly azound all window and door openings. 610 When shear values aze nol reyuired, fasteners shall be spaced not more than 8 in. (203 mm) o.c. along vertical ends or edges and interrnedia[e supports. When wall bracing or wall sheaz values are being assigned to the installed gypsum sheath- ing, the fas[ener spacing shall be as speciFied by the gypsum sheathing manufac[urer or as set forth in the Appendix. 610.1 Fasteuers shall be spaced not less than 3/8 in. (]0 mm) from the ends and edges of the gypsum sheathing. 610.2 Nails shall be driven so tha[ the heads are at or slightly below the surface of the gypsum sheathing. Care shall be taken to avoid damage to the face and core, such as breaking the paper or fracturing the core. 6.10.3 Screws shall be driven so Ihat the screw heads are at or slightly below the gypsum sheathing surFace paper without breaking the surface paper or stripping the framing member azound the screw shank. 6.10.4 Staples shall be driven with the crown parallel to framing members and in such a manner that the crown bears tightly agains[ the gypsum sheathing but dces no[ w[ into the face paper. Table 2 Thermal Values of Gypsum Sheathing Thickness Conductance "C" Resistence "R" ia (mm) Btu/trfr2-°P (W/mi °Pfi-ft'/8w K-( m2/VV) 4/m (102) 2.78 (15.77) 036 (0.063) 1h (129) 2.22 (12.60) 0.45 (0.079) 5/a (15.9) 1.78 (10.10) 0.56 (0.099) GA-253-99 APPENDIX A1 Structural A.11 Shear values for wind or seismic tbrces based on rack- ing tests conducted in accordance with ASTM E 72 on 4 ft (1220 mm) wide gypsum sheathing applied pazallel [o framing. A.1.2 Wall Bracing - Many building codes permit 4 ft (1220 mm) wide panels of gypsum sheathing, applied parallel wnere con[muous aiagonai oracmg is reyuvea. Thickness Ultimate Load M. (mm) lbs/ft (kN/m) DRY WETO> 1/2 (12.7)(2) 540 (7.88) 332 (4.R4) 5/8 (15.9)(3) 654 (9.54) 522 (7.62) q Wateo-resistant Ireated wre only 2) Wood sNds. 2x4, spaced Ib in. (406 mm) o.c. Gypeum sheathmg on one side anached wilh b(o in (38 mm) galvanveA 17 gage roofing nads spaced 4 in (102 mm) o.c' oLong edges anA enAs uvd tl in. (203 mm) o.c tn mtertne(lmte sNds. 3) Wnud smds, 2x4, spaeed lE in. (406 mm) o.c. Gypwm sheathing on one aide attached with b/4 ia (45 mm) galv:unzed ll gagc rmfing nads spued 4 in. (102 mm) oc. nlong edges and ends and 7 m. (178 mm) o.c. to inteemediare smds A.1.3 Shcar Walls - Where wind or seismic forces require sheaz walls to resist these lateral forces, most building codes provide allowable shear values for walls having gypsum sheath- ing applied to wood framing. Specitic vaWes with construction requiremen[s and limita[ions aze con[ained in the major model building codes (National Building Code, Standard Building Code, Oniform Building Code, and the National Building Code of Canada). 3 • C?1 ProRoc'" SHEATNIING TREATED CORE ProRot'" SHEATHIMG TREATED CORE TYPE X ProROC'Sheathing Treated Core is a water-repellent gypsum sheathing for application to the outside of building freming mem- bers, and serves as the base for the euterior wall finish. ProRoc' Sheathing Treated Core Type X provides the same base as ProROC'" Sheathing, plus it has a spe- cially formulated core for use in fire resistance-rated designs. Both products con- sist of a solid set, gypsum core covered with durable water-resistant backing and face paper. ProRoc'" Sheathing and ProRoc'" Sheathing Type X are avail- able in a variety of lengths. Basic Uses ProRoc'" Sheathing and ProRoc" Sheathing Type X are used as attachments to the outside of exterior wall framing as a water-resistant underlayment for various siding materials. ProRoc" Sheathing and ProRoc'" Sheathing Type X can be used as a sheathing for wood-framed residential construction to provide fire resistance, weather protec- tion and to add structural strength when used under eMerior finishes. They can also serve as sheathing for steel stud commercial construction and as a component in curtainwall and exterior insulation and finish systems. ProRoc" Sheathing Type X can be used in fire-rated exterior wall assemblies. Advantages • Low material and applica- tian costs. • Moisture-resistant core and water-repellent sur- faces provide a barrier that resists passage of wind and water. • Non-combustible gypsum core protects framing ele- ments, even when siding or finish material is com- busti6le. • Can be scored and snapped to exact size without cutting or sawing. • Consistently high quality. • High edge hardness. • No wavy edges, warps, bows or deformities. Limitations • ProRoc" Sheathing is not a finished surface, nor is it a substrate for the dired application of stucco, paint or textures. • Framing spacing should not exceed 24" o.c. • ProRoc'"Sheathing should not he used as a nailing base. • ProRoc" Sheathing appli- cation to framing 6y adhesive only is not rec- ommended. • Boards should be stacked flat with care taken to prevent sagging or dam- age to edges, ends and surfaces. • ProRoc'" Sheathing is not recommended for appli- cation to exterior ceilings, soffits or sills. • ProRoc" Sheathing should be spaced not less than 1/4" from abutting masonryto minimize wicking. • Storing outside for up to one month is acceptable if rtacked off the ground and under protective cover. Date Product(s) Specified • ProRoc' Sheathing and ProRoc" Sheathing Type X are designed for use as a substrate to be covered by an exterior cladding or other weather barrier, and are not intended for long-term exposure. Treated Core sheathing may be left exposed for up to one month after application. Composition and Materials ProROC' Sheathing and ProRoc° Sheathing Type X are manufactured panels with gypsum cores, covered with durable, water-resis- tantface and backing paper. Available with a water-resistant treated core or a nontreated core. ProRoc" Sheathing Type X also contains various additives to enhance the fire-resistive qualities. Continued on back C? , ?? Sizes and 7ypes Thicknesses: 1/2", 5/8" Widths: 4' standard Lengths: S'to 12'standard Edges: Square Packaging: Two pieces per bundle, face-to-face and end-taped Special widths, lengths or edges may be available on specialorder. Consultyour nearest BPB sales representative. Applicable Standards ProRoc"Sheathing meets ASTM C 79, ASTM C 1396 standards; ProRoc" Sheathing Type X meets ASTM C 79, ASTM C 1396 standards. Surface Burning Characteristics All ProRoc'" Sheathing has a Flame Spread rating of 15 and Smoke Developed rat- ing of 0, in accordance with ASTM E 84. (UL 723, UBC 8-1, NFPA 255, CAN/ULC-5702) Fire Resistance Fire resistante tests are con- ducted in aaordance with ASTM E 119, (ANSI/UL 263, UBC 7-1, NFPA 251, CANN1-C-5701) and no war- ranty is made other than conformance to the stan- dard under which the assembly was tested. Minor discrepanties may exist in the values of ratings, attrib- utable to changes in materi- als and standards, as well as differences between testing facilities. Assembliesare listed as "combustible" (wood freming) and "non- combustible" (concrete and/or steel construdion). For fire resistance ratings, refer to the Gypsum Association Fire Resistance Design Manual and UL Fire Resistance Directory - Vol. 1. Applicable Standards and References ASTM C 1280 Gypsum Association GA-253 and GA-254 ICC international Building Code (IBC) Recommendations Installation of ProRoc" Sheathing and ProRoc" Sheathing Type X should he consistent with methods described in the standards and references noted. Fasteners should bear tight- ly against the face of the sheathing, but should not cut into the face paper. Staples should be driven with the crown parallel to the framing. Fasteners should be no less than 3/8" from the edges and ends of the sheathing. Apply vertically with verti- cal edges butting overthe center of framing members. Fit sheathing snugly around all openings. Attach sheathing with nails or screws spaced not over 4" o.c. around perimeter and 8" to intermediate studs (space staples not over 3" and 6" o.c. respectively). Horizontally-applied square edge gypsum sheathing shall be covered with build- ing felt or equivalent, or horizontal joints shall be sealed. • u USA BPB America Inc. 5301 Wes2 Cypress St., Smte 300 7ampa, FL 33607 - -+?' - - Dis[nbuted by Tall Free: +1-866-4 BPB USA (1-866-427-2872) Fax +1-813 286 3991 E-maiL crc@bp6-na.mm Web: www.bpb-na com Characterimcz, properties or pertormance of matenals or syztems manufaaured by BPB herein described are derrved trom data obtained under controlled tert mndi[ions. BP9 makes na warranfes, expressed or impbed, az to then characienstics, properties or pertormance under any vanations from su[h condi4on5 in aRUal wnstmcnon BPB azsumes no responsibdiry for ffie effects ot stmcmral movement. "'Trademarks are the property ot 6PB plc or its affiliates and related mmpanies. r1 ?J Form 9 LGG2338 Rev. E/1010/1002 02002 BP8 Amenca Inc Printed in U S A } oce '02 r S aoZOO Li 3 uan i 1~-e Use BLUE or BLACK Ink 1 For Otftco Uf se City of Ean I Pemtit FBA: _ ' ~V • ~~7 I 3830 Pilot Knob Road 1 1 Eagan MN 55122 Date Received: j Phone: (661) 675-5676 I I Fax: (661) 6765694 1 staff:<7S 2013 RESIDENTIAL BUILDING PERMIT" APPLICATION q Date: Site Address: Unit#:1 l~j ~sl'IiIIIP',c ,I ::il~ ,1;:;;1:p;;;1,.;r!., Name: Phone: 'F es clan ! `iiaAddress / City l Zip: 2. 1:7 IaWU 6ZI Applicant is: Owner Contractor T,.;. e:0 Description of work: ) iitiCiiililiilf5i;jG4 iai; Construction Cost: Multi-Family Building: (Yes /No Company: Contact, Address: 2.3 Z~ City: State: V 1 Zip: 5 Phone: ( 0 160 G J 1 ;•iui~;.i~.,..,. ,;.,.;.i., License L ~ ~ l t D l Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan Issued a permit for a similar plan based on a master plan? -Yes _No If yes, date and address of master plan; Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: . lll4: Mart artd a a : la►ocuM~fenfs ghat.I~ot►,:Stttfrxut:ah9:.oonsta(tsi ed:6o:;fid: b/~ ih t'ni tiah PQit/s~ s Q ul!I?.....,......, _ ;.5...:....: : p.i ...i..,.... i r 11,1, ..:,'the:anfornratrOnma.:i:po;ft- A 00.1:00. *06 8111 l , r... p.. I ..1. 111 1;' I, : c.•.,;. , • db~o/frde•thai' th e~: de secrets a~ ..tom - CALL BEFORE YOU DIG. Call Gopher State One Call at (661) 464-0002 for protection against underground utility damage- Call 43 hours before you intend to dig to receive locates of underground utilities, www.gooherstateonecall.oro 1 hereby acknowledge that this information is complete and accurate; that the work will be In conformance with the ordinances and codes of the City of Eagan: that I understand this Is not a penult, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued In accordance with the Minnesota State Building Code must be completed within 190 days of Fermi issuance' JH X YI/ - L x Appllcan s Printed Name Applicant's Signature Page 1 of 3 41°City otEap 3830 Pilot Knob Road Eagan MN 66122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Q06)9. Permit Fee: a u�1� Date Received: 3 ) l / Staff: 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ,lam I I Site Address: &\C% } Unit #: `I ,..., Residei'1't! i: Name: &b% \. $. , us. /..A IOW J Phone: t.(n 1 — (06i/...4:859,C p Address / City p; I l 'e ' `� u kJ 1 QI • 1 1 • •. Applicant is: Owner �% Contractor •' li-. • �'ii�i�;.. ' 9999'' '''" ` . 9:9 9 ''' ' - Description of work: Construction Cost: di 06 Multi -Family Building: (Yes � / No _) 4! , :,;`;;' i ':?ii° i i;ii;i;Address: 'COI** . �,_,`;,'-..:u "';'`,;; �;;i;;`'`:•,;`ih Company: 5 t l (\\.X) _ Contact: 0` X9 19 r ' S i• City: SA r? o1/43 /^ I (may ( �j j State: Zip:5S1 14 Phone: (P l~uG hlQ — 09- 1 'C')CS9L-I (ili.3#: f114-1- - 6 61 License #: � Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) In the last 12 months, _Yes •„__No If Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: COMPLETE THIS AREA ONLY has the City of Eagan issued yes, date and address of master IF CONSTRUCTING A NEW BUILDING a permit for a similar plan based on a master plan? plan: Phone: Phone: Phone: NOTE'Pla isr0:00upporting.do0#rents'Ifhat04submit ;';consldered::to.be:p'ub1.0]: ffonff': air °Port of :;:.the i,n f ation:may:be�:classiiiedlSs non- u ic" . ' .::- "_ vide: �ecific l:easo•` ��" , .at is:***—i: p . �'►.,� r! fro �� ,� . ry:.to:;,: .... ....f�Vl/QiIf.UF:�Q�:i a n :�'r�{;,;{.. .... ... .............. - ... ... .............: ::.:.....:. i.:...... ..,,., yam,,.,/}, .,.i..: .. �i: i'iii!i'�:: i�;� ..... sre�tra � ell :.1�... ............:.........�.,,, :::: ::::::::,,:,:��,.,:• CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities, wv ,gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit: that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued in accordance with the Minneso)a)State Building Code must be completed within 180 days Of permimince. x Applicant's Printed Name x Ilcant's Slgnafture Page 1 of 3