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4896 Biscayne AveCity of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 4896 Biscayne Ave Lot: 9 Block: 3 Addition: Long Acres 1st PID:10- 45800- 090 -03 Use: Description: Sub Type: e- Fireplace Work Type: Gas Fireplace (new) Description: SEE COMMENTS Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 Contractor: Fireside Hearth & Home 20802 Kensington Blvd Lakeville MN 55044 (952) 985 -6675 4/15/08 This permit is canceled because a perm under the LL finish permit. pf Total: Applicant/Permitee: Signature PERMIT City of Eaan BL - Base Fee $3K Surcharge - Based on Valuation $3K Construction Type: - Applicant - Occupancy: as pulled for a lower level finish, #80191,and the fireplace was covered Chimney /flue must be inspected prior to concealing. Smoke detectors are required in all sleeping rooms prio $88.50 $1.50 $90.00 Owner: Manley Brothers Const Inc 2113 Cliff Dr Eagan MN 55122 Permit Type: Permit Number: Date Issued: Permit Category: 0801 9001 Issued By: Signature Building EA080285 10/08/2007 ePermit o final I hereby acknowledge that I have read this application and state that the information is correct and agree to comply of Minnesota Statutes and City of Eagan Ordinances. h all applicable State Address: 4896 Biscayne Ave Zip: 55123 Lot: 9 Block: 3 Subdivision: Long Acres 1 st ! THE FOLLOWING ITEMS WERF/WERE NOT COMPLETE AT FINAL INSPECTION UN ?' ? I(A?b 6 Yes No Comments Final rade - 6" from sidin Permanent ste s - garage ? Permanent ste s- main ent Permanent drivewa Permanent gas Sod/Seeded lawn Trail/curb dama e 3:1 Max. Slo e/Retaining Wall Porch ?a J Lower level finish Deck ? Fire lace ? ? Da 2- • Verify with your builder that roof test caps from the plumbing system have been removed. . Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-0f-way or installing irrigation system. 4 BUILDING INSPEC'f OR: CONTRACTOR: Manley Brothers Construction 2113 Cliff Drive Eagan MN 55122 . e? 7_ v ? My of Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5684 o wi - C 8 0a_f_&cL- ------------------ I gar pfifiee Use I j Permit 04403 ? ? Permii Fee: j Date Rec ivedo 0e) I i scaff: I ? -____.......----------? 2008 RESIDENTIAL BUILDING PERMIT APPLICATtUN Date: ? 15 Sste Address: ?&??Q ???'G Y/1't. - Tenant: Suite #: qy% RESIDENT! OWIWER Name: none: Address ! Ciiy / Zip: Applioant is: ?-- Owner Contractar TYPE OF WORK Description of work: V i b4z?? Construction Cost: Multi-Family Building: (Yes ! No? CONTRACTOR Name: qb VV?? ? License#: Address: Vi State-JVAJ Zip: S? °F i ty: C Phone: qqq - ?4YQ?arrtact Person: A"i f U?-e_ t pi COMPLETE THIS AREA 4NLY IF CONSTRUCTING A NEW SUILDING _ Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet ?• New Energy Code Wor9csheet Category Submitted Submined (4 submission type) • Energy Envelope Galculations Submined In the last 12 months, has the City nf Eagan issued a permit for a similar plan based on a rnaster ptan? _Yes _NO If yes, date and address oF inaster plan: LECensed Plumber: Phone: Nlechanical Contractor: Phone: Sewer & Water Contracior: Phone: NQTE: P1ans and suppvrting dacuments tha# you scrbmit are Considered to be public information. Portians of the infnrmatEOn rrray he classJffed as Rvn-pubJic if you provide specific reasorrs that rvou/d permlt fhe City to conclude thaf #he are f`rade secrets I hereby acknowledge thai fhis information is complete and accurate; that the work wiH be in conformance with ihe ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an appkicatian for a permit, and work is nat to start withoW a permit; that the work will be in accordance with the approved plan in the case o which requires a review and approval of pla ?. X M,?rvvc?1d 5?, ) X Applicant's Printed Name Applicant's Signature Page 1 of 3 . DO NOT WRITE BELOW THIS LINE SUB TYPES 0 Foundation ? 05-plex ? 16-piex ? Single Family ? 06-ptex ? Fireplace 0 01 of _ Plex ? 07-plex ? GRrage ? 02-Plex ? 08-plex (;Rfj Deok ? 03-Plex ? 10-pfex ? Lower Level ? 04-Plex ? 12-plex WORIC TYPES 0 Flew ? Interior Improvement )1L Addition ? Move Buitding 0 Alteration ? Fire Repair ? Replacement DESCRIPTION: Valuation 7. /y Occupancy Plan Review COde Edition (25% 100°/0 v Zoning Census Code Stories # of Units Square Feet # of Buildings Length Type oE Const. x /A, _T_TT Width REQUIRED INSPECI'lONS Foatings (new blcig) V Footings (deck) -? Footfngs (addition) Foundation Drain Tile Roof: tce & Water Final Framing Fireplaae:_R.I. -Air Test _Final insula#lon ? Accessory Buildong El porch (3-season) 0 Porch (4-season) ? PorCh (screen/gazebo/pergola) ? Siorm Damage ? Miscellaneaus ? Pool D Ext. Alt. -- Multi ? Ext. Alt. - SF ? Mul#i Misc. 0 Siding ? Demolish Building* 0 Reroof ? Demolish Interior El Wandows 0 1]emolEsh Foundatlon 0 Egress Winciow ? Water Damage ' Demoliiion (erstire building) - give PCA handoui to applicant ?, ?'?,,, 4_ MCES System SAC Units C`ty Water Booster Pump PRV F'tre Sprinklers Sheetrock Pinal/C.O. V Final/No C.O. HVAC OtheT: Pool: -Foatings ,AirlGas Tests _Final Siding: -Stucca Lath _Stone Lath _Brick Windows Retaining WaI{ Reviewed By: Building Inspector RESIDENT/AL FEES: Base Fee 5urcharge Plan Review MCIES SAC City SAC Utility Connectfon Charge S&W Permit & 3urcharge Treatment Plant Capies Total 0 (-, L,-?tc. ? 62 t.PO ? Page 2 of 3 SurveyorIs Certij-qxate SURVEY FOR ; Manley Brothers Construction DESCRIBED AS :Lot 9, Biock 3, LONG ACRES 1ST ADDITION, City of Eagan, Dakota County, MinnesQta and reserving easements of record. ?ana?^ RocK wa.LL A 'P a` ? ,On4.?o ? 0 . . '? . . . .? ?.. , `. 937A 936.3 938 5 ,y5 ,r - s .s 936.7 , g35.31SP?C£ `. .'? 121? ?_. ?ti n gA2.52 `?1A1-L ROCy, '\ 3 93 > >? 9$8.7 o) °.o °so ?'- ? o ?•' \ \ ? \ i O? .?1 r ?` 9og? 5 p WaLL 39•Q 12?? S?? 2• `,f f 937.6 \ 9 ?OM RQCK ALL9? eo ? 'o $ ? "\ 938.6 936.8 g9 0 ? '0i 4 936.0 Oroinoge and 928.8 a' ZO• O ? Utfliky Easement 9 .0 9?s-3 j 929.0 c-1 .9. % o so 1. FES_ ? 936.8 I or? B f pC 4 RI'? - ` ? 929.9 O pQ j0 9 .0 ? 938.1 9 \? , ° ? .? ?' GQ{o9? ??? . ` ? o5ga p<°?tio<y \ 94 ? t ? ? ? L D T SQ. F00 TA GE HSE SQ. FOQ TA GE L Q T CO VERA GE _ = 12,448 = 2, 048 16. 4? PROPOSED ELEVATIONS / oovk1111N!l110lp/f PY,?: 4/ 7op af Fou, ndafion = 944.0 . Garage F'ioor = 942.0/Drop 2' ?jWr4H? ?•?? Basemen t Flaor - 935. D/Open ing@938.5 Aprox. Sewer Service = 929•7+I- VE OR? Proposed Elev. _ Existing Elev, Drainage DirectFOns = .;,0,? ••-••••s0 penates Offset Stake = • `? ?????e•?`?, SCAL.E: 1 inch ? ??1looo?c BENCHMARK, of Spruce St.(200' W. of Pine Ln.) ; EL= 959.34 MIN. SETBACK REQUIREMENTS , ? I ' ?•`?? Front - 30 House Side - 10 Rear -15 Garage Side - 5 JOB N0: I HEREBY CERTIFY 1'HAT 'fHIS IS A 7RUE AND CORRECT REPRESENTATION 04R-825 OF THE BQUNDARlES OF THE A60VE DESCRIAED PROPERTY AS SURYEYED HEDLUND BY ME OR UNDER MY DIRECT SUPERVISI4N AND DOES NOT PURPORT TQ 8t30K: PAGE: PLANNlNG ENCINEBRING SURVEYING SHOW IMPROVEMEN'FS QR EN OACHMENTS. EXCEPT A NOWN. 2005 Pin Oak Drive ? Eogan, MN 55122 OATE ib-b.Qf • CAD FILE: Phpne: (651) 405-6600 . LINDGREN, LAN URVEYOR Fox: (651) 405-5506 11/ 61,11 0 INNESOTA'I.ICENSE NUMB 14376 M18C--04 O? °o 944.3 ?$ .5 V?? 0??r pSrvs y' v ? 10000 ? ?y 3 ?+ \ 93E ? • Bi . ` r ?k ? ?1od 3 ?W ?? 3 L? O- ?RESI?AL BUILDING PERMIT APPLIC ION ? City Uf Eagan ? P° Co ? 1? f 3830 Pilot Knab Raad, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction ReouiremenTs 3 registered siie surveys shnwing sq. fl. of lat, sq. ft. of house; and a!I roofed areas (23 maximum lot coverage alkowed) 2 copies of plan showing beam & window sizes; poured fiund design, etc. 1 sei of Energy Gelculations 3 copies of Tree PreseNation Plan if lot platted after 711/93 Rim Joist Detail Options selection sheei (61dgs with 3 or kess units RemodellRe iaq?r Rgquirements 2 copies of plan 1 set of Energy Calcula6ons far heated additions , 1 site survey for additians & decks Aaldition - iridicate rf onsite septic sysfem 7 0 . So qO, so 774 01 4_0 ? c a a ralr'--I '-I --I g -.,? allil-1k `q ! ? Date 1C) 1 2) r 0`'1" Construction cost tY 5ite Address Int) LQ II L-sJ ?'l. LLl 9 1 Descriptian of Work C -?' „' ? Multi-Family Bldg _ Y ?< N Fireplace(s) D Property Owner Rro Telephane #?61) o n e' '? Contractor I I - Address City state ? hL ZiR?`i Telephone #6<r ) ?4q' GOMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minziesota Rules 7670 Categor? i Minflesota Rules 7672 Energy Code Ga'tegory . Resirlential Verstilatian Category 1 Worksheet ? New Energy Code Worksheet (d submission type) Submftted Submitted . Energy Envelope Calculations 5ubmitted Fiave you previously constructed a building in Eagan with a similar plan? _ YX_ N If so, 25% pian review fee applies. Licensed P1u Mechanical Sewer/Water Contractar ? Telephone #f&? on` mber Pi-ttmbj-na,_ Telephone #??'J Cantractor L ig o n Telephone # / ) llkb 'a -3 I hereby apply foc a Residential Building Permit and acknowledge that the information is complete and accurafie; that the work will be in conformance with the ordinances and codes of the City af Eagan and the State of MN Statutes; I understand this is not a perrnit, but only an applicatian far a permit, and wark is not to start withaut a. permit; that the work will be in accordance with the approved plan in the case of work hich requires a review and approval of plans. VY-" I? ifr APAII, A h WA Applicant's Printed ATame Applicant's Signature OFFICE USE ONLY r Sub Types . ?01 Foundation 0 07 05-plex 0 13 16-plex ? 20 Pool 0 30 Accessory 81dg p 02 5F Qwelling ? 08 06-plex ? 16 Fireplace ? 21 Poroh (3-sea. ) ? 31 Ext. Alt - Multi ? 03 01 of _ piex ? 09 07-pleac 0 17 Garage ? 22 PorchfAddn. (4-sea.) ? 33 Ext. Aft - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazeba) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage 0 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 MisceElaneous Work Types p 31 New ? 35 Int Improvement ? 38 Demolish Irrterior ? 44 Siding ? 32 Additian 0 36 Move 8uilding ? 42 Demolish Foundation ? 45 Fire Repsir ? 33 Alteratian 13 37 Demolish Building' ? 43 Reroof ? 46 WindowslDoors ? 34 ReplacemeRt "Demo[ition (Entire Bldg) - Give PCA handoat to applicant Valuatian 000 Occupancy 2-3 MCES System Census Code Zoning City 1Nater SAC Units ( Stories Z Booster Pump # of Units ? Sq. Ft. PRV # of BIdgs , Length ? Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS ? Footings (new bldg) ?Q FinaUC.O. _ Footings (deck) _ FinaUNo C.O. _ Footings (addition) _ Plutnbing ?o Foundation _ HVAC ,?o Drain Tile Other Roof ? Ice & Water V Final _ Pool _ Figs _ Aiz/Gas Tests Final )0 Framing _ Siding _ Stucco _ Stone _ Brick A Fireplace A RI. Xf Air Test X Final _ Windows )4 Insulation _ Retaaning Wall Appraved By: , Building lnspector - ------------ --- ------ - -- ---- - - -- -- ---------- ----- - --- ------- ease Fee - ------ ;21 ,1S e r?7 evl ! % Z 7 ? 5 q - fir ?< l ?? Oez ? Surcharge 5 tr K I ?z 7 =? g? I Z.a o Plan Review Z 3?5 O MCIESSAC 611 ? ' x j2zzq,D oc? o 7 l City SAC a? ? ' ? ? , o Utitity Connection Charge UPt?, r ? J ` 173 a /6 S&W Permit & Surcharge ) a lj c-C 1C j ? Treatment Plant License Search Capies Other Total ? v ? ? Permit Number REScheck Compliance Certificate 2000 Minnesota Energy Cvde REScheckSoftware Version 3.6 Release 1 I?ata filename: C:IENERGY CALCSIMBC0184.rck PROJECT TITLE: MBC0184 COiJNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCT'ION TYPE' Single Fatnilv WINDOW / WALL RATIO: 0.16 DATE: 10114I04 DATE OF PLANS: 9f29/04 PRO7ECT DESCRIPTION: Homestead Village Spec. Lot 9 Black 3 Homestead Village 4908 Siscayne ave. Eagan, MN DESIGNERlCONTRACTOR: Manley Bros. Canstruciion CQMPLIANCE: Passes Maumwn UA = 445 Yaur Hvme UA = 422 52% Better Than Code (UA) Checked By/Date Gross G1azing Area or Cavitv Cont. or poor Peritn?t? R-Value R-V U-FactQ ILA. Ceiling 1: Raised or Energy Truss 1278 ¢4.0 ti•d 2$ Wa112: Wool Frame. 16" o.c. 1404 19,0 0.0 68 Window 2: Above-Grade: Vinyl Frame:Double Pane with Low-E 204 0.350 71 Door 1: Soiid 41 0.350 14 Wa113: Woad Frame, 16" o.c. 1168 19.0 0.0 58 Wi:ndow 3: Alove-Grade:Vinyl Frame:Double Pane with Low E 187 0.350 65 Basement Wall 1: Solid Concrete Qr Masonty 1373 0.0 5.0 I 11 Wali height: 8.8' I]epth belom, grade: 82' Insulation depth: 8.8' Window 4: Basement > 5.6 ft2:Viny1 Frame:Double Pane with Low-E 20 0.350 7 i . Furnace 1: Forced Hot Air. 92 AFLTE Proposed and Magimam CJ-Factor Averages Proposed Maximum Average U-Factor Allawed U-Factar Above-Grade Windows and Glass I}aors 0.350 0.370 Includes Foundation Windows > 5.6 ft2 COMPLIANCE STATEMEN"T: The proposed building design deseribed laere is consistent with the build'ang plans, specifications, and ather caiculations subnnitted wiih Fhe permit application. The proposed huilding has been designed to meet the 2000 Minnesota Energy Gode requirements in REScheckVersion 3.6 Release 1(forraerly MECehec? and to compla wittt the manctatory reqtxirements listed in)#he RESchecklnspeetion Chscklist. HuilderlDesigner L-A ? c M, . ? ul r- t,t '?r ' Date __ RESeheck Inspection Check.list 2000 Minnesota Ewrgy Code REScheckSoftware Version 3.6 Re3ease 1 DATE: 10/14104 PROJECT TITLE: MBCQ184 PLAN REVIEW AND INWECTION ISSUE5 This list of items may be helpful far Plan Reviewers and Building Inspectors to use as a guide for ent'orcing the Minnesata Energy Code. The items apply t4 Group R, Division 3 Occupancies, one- and two-family residenrial dwellings. The items marked tivith * apply coly to detacheci one- and two-family resittential dwellings. PLAN REViEW ISSUES FpUNIAATION INSPECT'iON [] faundation watl insulafiri R-5 minimwm [] foundation insttlatian adends from top of wall down to top of tYte foating [] exterior foundatinn insdation is cavered by a protective coating finish CONCRETE 5LAB OR LINDER SLAB INSPECTIQN (] slab an grade perimeW insulation R-5 minimum [] slab insulation extends from iop of slab to design frost liiie or top of footing [] floors over unheated space R-30 minimum VVINDOWS / DOORS 1 SKYLIGHTS [] average U-value is 0.37 maxitnum for windows antl glass doors (excludes foundation windaws) window U-values consiscent with building plan and REScheckCertificate window and door area5 consistent wi#h building plan and REScheckCertifrcate MECHANICAL VENTIL!?TION ISSUES [] residential mechanical -ventilation system provides adequate ventilation per code requirements* [ J furnace efficiency is oonsistent with RE*heckCertifjcate or building plan [] protection againsi excessive depressurization is instaLled per code requirements* ENVELOPE WSULATI4Nf FOR PLAN REVIEW j] interior basernent insu?"snn R-5 minimum (if no exterior insulation) [] eeilings with atrics R-38 minimutn or consistent with building plan and RES checkCertificate [] wail framing and insulatian level is consistent with building design and REScheckCertificate INSPECTION ISSUES CONCEAI.ED INSULATIflN Frameng and Sheathing ? J wind wash barrier instatW at attic edge [] exterior wall corners frwed so that insulation can bE installed after exteriar sheathing is installed [] intersecTions of interior partition walls and exterior wa1ls framed sa that insulatian can be installed between the partition and exterior sheatbing aflter exteriar sheathing 'rs installed [] gaps between fraYning ICSS than one-half inch are elirninated by securing framing ingether ar are insulated at the time of assemblv * r '. [] all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed * Interior Air Barrier [) all fire stops are air sealed [] pipes. ducts, wires, equipment and flues and chimnevs through the interior air barrier are sealed [] a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings. ivalls. and floor rim joist areas * [] air barrier behind tub and shower is sealed and protected [] reccssed light fixtures are sealed Envelope Insulation [ ] basement insulation R-5 minimum wind wash barrier on wall separating house and garage is sealed [] loose fill insulation is prevented from entering the eaves [] insulation on skylight shafts and wails exposed in attics is supported on the unconditioned side Attic Insulafion [] 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 building permit inspection card Tlus is a swnmary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the Department of Public Service Information Center at 651-296-5175 or 1-800-657-3710. LOT SEiRVEY CHECKLIST FQR REStDENT1AL BUILDING PERMIT APPLlCATION PROPERTYLEGAL: LdT q r??GIt,3 o l.O+n4 I"lcce-6 If" DATE OF SURVEY: Ph? tATEST REVISION: ? m ? ?a ? C) ` o z ¢ DOCUMENT STANDARDS 19 0 ? • Registered Land Surveyor signature and company ;I ? ? • BuildiRg Permit Applicant ,? ? ? • Legal descr+p?ion ji? 0 .0 • Address ' SkowU Le-teU BlSC,AyAlf, AVI . J? ? ? • North arrow and scale 0 Q • House type (rambler, walkout, sptit wlo split entry lookout etc ) ? Q D • , , , . Direc#ivnal drainage arrows with slope/gradient °fo rCf ? 0 + Propossdlexisting sewer and water services & invert elevatian "2' 0 ? • Street nama -9' ? 0 • Driveway (grade & width - in F;/IN and back of curb, 22' max.) ? ? • Lot Square Foo#age ? 0 • Lot Caverage ELEVATIQNS Existing ?f'J 0 ? • Sewer service (or Pmposed) ? ? ? • Praperiy comers ? 0? •Tap af curb at the driveway and property line extensions ?,e ? • Elevations of any existing adjacent homes ,PJ ?? • Adequate foating depth of structures due to adjacent utility trenches ja ? ? • Waterways (pond, strearn, etc.) Proposed ,r]' 0 0 • Garage floor f?' ? 0 • Basement floor J?' ? ? • Lowest expased elevat6on (wafkautfwindrrw) J21 0 ? • Property comers ,d ?? a Fronf and rear of home at the faundation PQNDING AREA (if applicable) 0 + Easernent line 'ET Q O • NWL OX19 d ? * HWL-966-a- 0 ? • Pond # designation D ? ? • Emergency Overflaw Elevation ? •? ? • Pond/Wetland bufFer delineativn DIMENSIONS ? a ? • LQt lineslBearings & dimensians 0 11 • Right of-way and street width (to back of curb) .9 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc, (i.e. all strvctures requiring permanent faotings) ,ef 0 0 • Show afl easemants of recaTd and any City utifties within those easements ? ? 0 • Setbacks af propased structure and sideyard ssfhack of adjacent existing structures ? ? ?I • Retaining wall requirements, if Ca,-?td i,r? b ` Reviewed: Name Date G:/FORMSIBuilding Permit Application Rev. 12-16-03 / 4, - 4 1 Surveyor 9 s Certificate SURVEY FOR : Manley Brothers Construction DESCRIBED AS :Lot 9, Bkock 3, E.ONG ACRES 1ST ADDITION, City o8 Eagan, Dakota County, Minnesota ond reserving easements of reeord. 9?35.64? ROCK A04 ' .? .& ED ?'• ?• 936.79 It,ir.= s7 , . ?, ? `3.? It+1STALL SILT fE???S%S,/ 936.3 937.0 93? BCCB `ft ti0 f? I ? i .( 9Z}t3 SPU? E ? J` t/fi n?C f?5 71Nry SPU `\ ? d1 5011? p? •?p p ' ? 8.7 po a- \ 0 \ \ ? r ` ?,? --- - < ?\ • ? ?\. . 937.6N,%, WED C"a?,'?"j%Q EAC?AN "GIIiEF.RiNG DEPT. \ \ ? ? - 9 Op ROCK `FI Al1- „ 'Y \ s,- ?? " ? ,? ?,? ? ! 6'? o ??? 938.6 ? 936.8 ? F 0 ? ? OTainage and 928.8 P? `sop 938•6 + Utility Eosement 938.0 9 6. ? 929.0 `s° FES= +- ? O ? o ?n(3 -lQ , ?''L 938 929.9 J+ fP' , O i 938.1 4 .5 l ?r?., ? o' o • ,, O p y? NoQ. \Srvs 937. v I STAi? sILr FE?rCE ? 937.Q 934.9 ?,•`,??'???? 36.2 8CC8 Z ` , ? R +? y?, . F`I? l??lV? ? cy AAIWAW TA/h"O LOT SQ. FnQTqGE _ 12,448 HSE SQ. FOOTAGE = 2,048 LOT COVERAGE = 16.4% PROPOSED ELEVATIONS ?ti:?•;k, r' ., '-`w??}"??f+ BENCHMARK, Top of Faundatiort = 944.0 , Garage Floor = 942.0/Drop 2' St.(200 W. of Pine Ln.) eningC?938.5 `?59.34 Basement Floor - 935.0/O Aprax. Sewer Service = 929.7+ Proposed Elev. -MIN. SETBACK REQUIREMENTS Existing Elev. _ ?';? ?`;•,' A° -.?-?rv.'-a??.. Drainage Directions = Front -3o House Side - 10 Denotes Offset Stake =• SCALE: 3 incn ? 30 feet Rear -15 Garage Side- 5 JOB N0: IfEDLUND t MEREBY CERIIFY THAT THIS IS A TRUE AND GORRECT REPRESENTATION 0413-625 QF TME BOUNDARIES OF THE ABaVE DESCRIBEO PROPER7Y AS SURIIEYED 8Y ME Oft UNpER MY OIRECT SUPERVISION ANQ DOES NOT PURPOR'C TO 800K: PAGE: PLANNING ENGIX&1f'RINC SURVEYING SHOW 1MPROYEMENTS OR EN DACHMEhlTS, EXCEPT A HOWN. 2005? Pin Oak Orive Eagan, MN 55122 6ATE ?/__L_/?' • CAD FlLE: Phone: (651) 405-6600 , UNDGREfJ, LAN URVEYOR Fax: (651) 405-6806 tNNE50TA UCENSE NUMB 14376 Mi5c-04 Friday, December 09, 2005 9:02 AM Randy Andrews 952-431-21$7 Date: 1119/2005 Revision Ilate: 111912005 fVew earistruCtan Site Inforrna#on Address 1: 4896 BiSCAYNE AVE Froject #: MSC(i184 Address 2: Lot: 9 Bfock: 3 CiEy_ EAGAN County_ DAFCOTA Subdivision: H4EIr1ESTEAD V[LLAGE Auplication Unformation Business hlarne:' LQFGREN HTG }VC i1AN Contractor License #:6866 Ccuttact Person: 3 RANDY AhlDREWS Offic:e Ph: 851-4.60-8393 Fax: 651-460-1208 CeII Ph: 612-269-1011 AddresS 'f : 5465 212ti1 ST W #4 City: FARMlNGTON State: MPI Zfp Cade_ 55024 House Deiegs Square Feet: 3794 sq. ft Avg. CeilEng Ht 9 ft. Number of Bedraarrs- 4 Ventitation : Balanced Tota! Venlatation Capaci#y : 449 cfm. Minimum Coritinuous Ven4labon :75cfm. Intermittent Ventilation: 74 cfm. Combustian ` fance INater Heater. Power Uerrt Input BTUs: 35,000 Independenfly Vented FumacelBailer. Direet VentlSeaiQd Combus6on Input BTUs: 100,000 Irdeperidenay Vented Other Combus ' AppWnms Gas Fired Uirw Vent Fireplace(s): Yes Gas Fired Patner Vent Fireplace(s): No Gas Fired Natural Draft Firepiace(s): No Solid Fuel Appliance(s): Na Ex _ ust Equiament Continuous E.xhactst Ven#ilation Capacify (cfm)- 1rlA Gtothes Dryer (cTm): 135 Echaus# Fan Rating (cfm): 150 ANake-i1Q Air No Make-Up Air ReyuEret# by Code Cambustion Afr Round Rigid Rec{uired: 3 inches or Insulafied Flex: 4 inck:es p.02 ,4pP1ic.,artt Narne (Prirrt):? r c ? Signaturel[3a#e:? Code Official (print): SignaturelDate: 0 2004 CenterPairt Energy hI'innegasco. 2004 h4echanical Codc Ciuidelincs. Fsge 1 Manday, November 28, 200511:a6 AM Ftandy Andrews 952-431-2187 p.03 . ` Date: 1/19l200.5 ! Revision Dafe: 1119/2005 Plew Cortstruction $ite Infprmatipn Address 1: 4896'BISCAYNE AVE Project #: MBC0184 Address 2: City: EAGAN Courity: aAKOTA Apoiication Informatiun 8usiness Narre: LOFGREh1 HTG-A!C Contact Person: ' RANDY ANDREWS Lot: 9 Block: 3 Subdirision: HOMESTEAD VILCAGE MN Contractar Lioense #:6866 Offite Ph: 651-460-8343 Fax: 651-46Q-1208 Ceq Ph: 612-269-1011 Address fi 5465 212th ST W94 Ci4y: FARMINGTQN State: MM Zip Cade: 55024 Hause Defiails, Square Feet: 3794 sq, ft. Avg. Ceiling Ht* 9 ft. Number of Bedrooms: 4 Ventilation ; Salanced Total Venfxlation Capaociiy : 149 ctm. Minimum Continuous Ventilation :75ciim. IntermEttent Ventilation: 74 cfin. Combustion Ant7liance Water Heater: Power Vent Input BTUs: 35,000 Independentfy Vented Fumace/Boiler: Direct Ven#lSeated Corrbustion Input BTUs: 100,OQQ Indepertdently Verted Other CoEnbMon &?J?iange$ Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): Na Gas Fired hfafiura,l Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust EaujpMnt Continuaus Exhaust Ventitatian Capaciiy (cfm): NA Clothes Dryer (cim): 135 Exhaust Fan Ratirxg (c#m): 150 MakedUp Air No Make-Up Air RequirEd by Code Combu,sftn Air Raund Rigid Required: 3 inches or Insula#eci Flex: 4 inches ,4pplicarat Narrrie (print): , SignaturelDate. Code Officia! (print): - - --- Signaturelaate: 0 2OtW CenterPoirtE EnerBy N1innegasco. 2004 Mechanical Cvde Guidelines. Page 1 2006 RESIDENTIAL BUILDING rERNUT ApPLrcATIoN ? City Of Eagan 3830 Pilat Knob Raad, Eagan MN 55122 Telephone # 651-675-5575 FAX # 651-675-5694 ? U. l New CDnstructiDn Reaui[ements RemodeklRenair Reau3rements n `3 ragistered site suroeys showing sq. tG o( lot, sq. it of house; and ail roofed areas 2 copies af plan showing footings, beams, jaists CM'bv-iWiRe? (20% maximum iot cDverage allowed) 7 setof Energy Cafcuiations forheated addifions ?`??.res'P?altRk?? . 2 copies of p?? plan showing beam & wlndow sizes; poured found design, n ddiflons 8 d ks 1 set a# Ene CalculaUons ,4?d n?'ali d on-site se fic system ?n_sit??e?'?C 3 cop9es of Tree Preservatian Plen if loi plat#ed after 711193 Rim Joist Detail Qppans seladion sheei (buildings with 3 or less un'?ts S? P 2? 2?Q7 Minnegasco mechanical ventilation form 1 0. 0? ! Date -{ ! / 5 / Construction Cost oci-D Site Address g]ql? 64'? 4 e ,Q?iJ-?- UnitlSte # Description of Work bA6W r \/l. Multi-Family B1dg _ Y_K N Fireplaee(s) ? 6 '1? 2 Froperty Owner ? (,t1.t,.??I (.ct?n X?? Telephone # ( Q??) D`?C?? Contractor (t-tl Address -?C-:vt - - City vwl ?T State Zip 7 Telephane # (9,5;L) ?Q ] - Y(j (p COMPLETE THIS AREA ONLY iF CONSTRUCTIN6 A NEW BUILDING - Ivlinnesota Rules 7674 Categorv 1 Muu?eso#a Rules 7672 Energy Code Category . Residenfiai Ventilation Category 1 Worksheei • New Energy Code Worksheet (?1 submission type) Submifled Submitted • Energy Envelope Calculations Submitted In the iast 12 rnonths, has the City af Eagpn issued a permit for a similar plan based on a master plan? ^ Y r N If yes, date and address of mas#er plan: Licensed Plumber Mechanicai Contractor Sewer/Water Con#racfor Telephone # ( Telephone # ( ) • Telephone # ( ? I hereby apply for a Residential Building.Pernut and acknawledge that the information is complete and accurate; that the work will be in confonnance with the ordinances and codes of the City vf Eagan and the State of MN Statutes; I understar?d this is not a permit, but only an applicativn for a penrnit, and work is not to s#art without a permit; that the work will be in aceardance with the approved plan in the case of work which zequires a review and appraval of plans. - M ? v,?4 &0 StM,t?, :)AAWAVi Applicant's Printed 1Vame Applicant's Sigma.ture DO NaT WRITE BELOW THIS LiNE Suh Tvnes C] 01 Faundation ? 07 05-plex ? 13 16-p$ex ? 20 Paal 0 30 AccessoryBidg ? 02 SF Dwelling 0 OS 06-ptex ? 16 Fireplace ? 21 Porch (3-sea.) El 31 Ext. Alt - Multi 0 03 01 af _ plex 0 09 07-plex 0 17 Garage ? 22 ParchlAddn. (4-sea.) ? 33 Ext. Alt - 5F ? 04 02-plsx ? 10 08-piex ? 98 Deck ? 23 Porch (screen/gazebo) C] 36 Multi Misc. ? 05 03-plsx 0 11 10-plex ?, 'E9 Lower Level ? 24 Storm Darnage 0 66 04-plex D 12 9 2-plex 0 25 Misceflaneous Work Types ? 31 New 13 35 Int Improvement ? 38 Demolish Interior 0 44 Siding C] 32 Addifion 0 36 Move Building ? 42 Demolish Faundation 0 45 Fire Repair ? 33 Alteration El 37 DemoGsh Building* ? 43 Reroof ? 46 1Nindows/Doors 0 34 Replacement *Dernofltfon (Entire Bldg) - Gbve PCA handout to applicant Description: Water Damage Yes Valuation Occupancy MCES Systern Plan Review ? 100°Jo flr 250 Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ff. PRV # of Bldgs Lengfh Fire Sprinklared Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheeirock _ Footings (deck) FinaUC,p, _ Faotings (addition) ? FinaUNo C.O. _ Foundarion ?G HVAC T, Drain Tile pffier Roof Ice & Water ? ` Final Pool Ftgs Air/Gas Tests Final ..?, Framing - Siding _ Siucco Lath _ Stone Lath Brick Fireplace ? R.I. ? Air Test _Y FinaI _ _ Windows ? Insulatian ? ltetaining Wa11 Approved Sy: Building Inspector -- Base Fee --------------------- -----___...?.._----------------------__-______---------------------___- - -------- Surcharge A _ ????;???,, ? / / ^' L. Plan Review MC/ES SAC Cify SAC r ? tJtility Gonnection Charge S&W Permi# & Surcharge Treatrnent Plant License Search Copies Other Total ? C) ? 2007 RESiQENTIAL PLUMSING PERmIr aPPUCaTioN .. ? C1TY (]F-EAGAlV ? 3830 PILdT KNOB FiC3AD, EAGAN MN 55122 - 651-675-5675 f : Please camplete for modificatians ta sxisting residenfial dvv?eltings. Date 1Q 1 2, I gr7 Site Stree# Adciress 'A%qLa ? rS CO.?IL I Praperty Owner ? Contrac#or Address k Telephone # ( ) Uni# # Telephone # (C62) qLA-?- (,?_?3q 2- State ?-1tiU Zip?S? 7 Z Akerations to existing dwelling ? Add plumbing rixtures. This fee includes insfalla#ion of a wa#er saftener and/or watar heater at the same time. If you are instailing ortfy a water suftener arrdlar rvater heater, do not cvmplete this section; move to the next sectiQn and check the appfiance(s) yau are installing. oS is ? Is C 'ti? ? _Septic System Abandonment ? ? Wa#er Turnaround (add $136.00 if a 518" me#er is required) 1 L p 4 ?007 Other: Total l hPrPhV annlv fnr a Residential P[umhina Permit and acknowledC]B $ 5U:00 the infnrmation is complete and accurabe; that the work will be in can#ormance with the ordinances and cades of #he Ci#y of Eagan and ttte plumbing codes; that 1 urtderstarrd this is no€ a Rerrni#, but anly an application for a perrnit, wcrrk is not fo start withouE a permit and work Wiq be in accordance with the approved plan in fhe-even# a plan is re uired to be reviewed and approv?i. ?et"9, - Applicant's Prieci Name li \ s ign ture I/5" 5'-7 7/" MAIN FLOOR PLAN v4" LEFT SIPE ELEVATION 1/4" \ \ 104 1766r ON 14" SONO TIM GONG FROST Fre. 0111•10 GI MD 1=1 OP 2-2X10 4 5---777r7 46 POST oN 14" SONO TLE GONG FROST Fre. /of\* t6 -N\ 6X6 POST CN Le," SONO TIM GONG FROST Fre. LOWER FLOOR PLAN v4" 'CZ r - ,I,I,11111111111111111111111111111111111111111111 tt,lilla" I REAR ELEVATION RISI-tT SIDE ELEVATION 1/4" = 1/4" -Stairs c.if Fr more risers shall have a qrasb hit-irfl between 34" & 38" irreasuroo vealci-A.ilv from the nose of the tread. _ VIA re..0.1 \ATIWKINGiEThk 30" A-,BcyvE ArEA r,w zp..r21 T,Lu. GUARDRAILS REIGHT AND DESIGNED SUCHTF»5.J-rt-itEittiP NOT PASS THROITGE REVISION RECORD 1 7-14-08 LU CJJuJ < < w W < z (f) 0 2 6-3 z < 0 °do (42r w PROJECT FOUNDATION FINISHED SO. Ft BASEMENT FIRST SECOND BONUS TOTAL PROJ. NO. MBC0184 SHEET 1 OF 5 - 2••• '1•111•11MNIMMI ti Jg0 ROBERT HOPF CONSTRUCTION INC. QUALITY REMODELING AND CUSTOM HOMES Contractor License: BC 20044597 Office (952) 906-3815 Fax (952) 906-3816 Cell (612) 867-5654 Attention: Jeff Wheeler City of Eagan RE: Finke Residence 4112 Country View Drive Eagan, MN. 8784 Knollwood Drive, Suite 100 Eden Prairie, Minnesota 55347 Jeff, Here is the beam calculation for the point load at the basement window. As I told you it was cheaper to install a 9" microlam than pay for engineering on the 2 x 10s. Also, the owner wanted to remove a wall in the bedroom to expand it and figure a way to use the attic space for a closet. I have the beam calculations for the 5' openings and the load on the beam below. The beam below was overdesigned and we can bring the minor point loads as per the calculations on that existing beam. We are installing the bifold doors in the old existing wall above the beam in the same locations they are in the old closet wall. Enclosed are the following. 1. Beam calculations for the window point loead 2. Beam calculations for the 5' bifold doors 3. Beam calculations for the minor point load on the beam at the living ceiling. 4. Existing section and floor plan for the bedroom 5. Remodeled section and floor plan for the bedroom. Thanks, Bob Hopf g,CIE WE5 P 1 1 200$ MG, lw014 t# SAN.) c.av 1.N s 1 P+SM. s p Bob Hopf 9-11-08 FORESTIA •ekes FinB Residence 1:46pm PRODUCTS, INC./�/JQ%l/J a 44 lvw/10 fi A i 1 of 1 I eyBesme 4303g �j y / et 1zreBeamEngine 4.503h ?#i4 .b41 /4.41,07 n'il 4/611// i'4 me,©" " 4 Materials Database 779 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 4.3 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Point (LBS) 2' 3.00" 4750 0 Live T 0 IT 4 6 0 / 4 6 O Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall NEA 1.681" 2501# — 2 4' 7.750" Wall NEA 1.681" 2501# — Maximum Load Case Reactions Used For applying pose toads (or line loads) to =trying members Dead Live 1 2408# 93# 2 24080 930 Design spans 4' 7.750" Product 1-314 x 9-112 MAX -LAM LVL 2.0E 1 ply Component Member Design has Passed Design Checks.** Minimum 1.68" bearing required at bearing *1 Minimum 1.68" bearing required at bearing *2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5556.'# 6413.'# 86% 2.32' Total load D Shear 2397.# 2843.# 84% 4.64' Total load D TL Deflection 0.0708" 0.2323" LR87 2.32' Total load D+L LL Deflection 0.0017" 0.1549" L(999+ 2.32' Total load L Control: Positive Moment DOLS: Live=100% Snout --115% Roof=125% Wind=133% _ coo. „ /t - PC1Nr L A-• All product names are trademarks of their respective owners The Remodeers Choice Kevrnay. Capyfght (Cyt989-2005 by Keyman Enterprises. LLC. ALL RIGHTS RESERVED. ... "\I: FtP{W,r .!Ii •'Passing is defined as when the member, Dow foist, beam orginter, shown on this drawing meets applicable design critetia for toads, Loading Conditions, and Spans listed en this sheet. The design must be ravianod by a qualified designeror design professional as required for approve/. This desii n assumes product installation azar ing to the manufachaer's spetincations. Bob Hopf- Finke Residence 9-11-08 es FOREST PRODUCTS. INC. 1:39pm loft KeyBeaae® 4.503g IanBearnEngine 4.503h Materials Database 779 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight 5.0 PLF Filename: KYB2 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PSF) 0' 0.00" 5' 2.00" 14' 0.00" 17 35 Live T T , 5 2 0 n 5 2 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wait N/A 1.500" 2080# — 2 5' 3.750" Wail NIA 1.500" 2080# — Maximum Load Case Reactions Used for applying pond loads (or line lis) to carrying members Dead Live 1 672# 1408# 2 672# 1408# TL LL Design spans 5' 3.750" Product 1-314 x 5412 MAX-LAM LVL 2.OE 2 ply Component Member Design has Passed Design Checks.'* Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing *2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2762.'# 5328.'# 51% 2.66' Total load D+L Shear 1721.# 3658.# 47% 5.05' Total load D+L Deflection 0.1446" 0.2656" L/440 2.66' Total load D+L Deflection 0.0979" 0.1771" L/651 2.66' Total load L Control: LL Deflection DOLs: Live=100% Snovw115% Roof=125% Wind=133% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives 210 1 POW Ot-OSW Ah product names ate Iredemaras at thea respective owners The RemodeIere xr, r, r ;: Copyright (C)19Ba.2005 by Kaymart Enterprises. LLC. AU. RIGHTS RESERVED. t� —Passingis s as defined e as be ap when a This member, Poor joist, beam or girder, shown an this drawing meets applicable criteria for Loads. Loading Conditions. and Spans on ads sheet. The design must be reviewed by a qualeed designer or design design assumes product installation according to 6+0 maistacturar s specifications. Oil T PRODUCTS, INC. N7 ICeyBeamin4.503S gmAmmFopuc 450311 Materials Database 779 Member Data Description: Standard Load: Dead Load: 10 PLF Live Load: 40 PLF Bob Kopf Finke Residence Member Type: Beam Lateral Bracing: Continuous Top Moisture Condition: Dry Deflection Criteria: U360 five, L/240 total Deck Connection: Nailed Filename: KYB1 Other Loads Type (Description) Replacement Uniform (PSF) Replacement Uniform (PSF) Replacement Uniform (PSF) Replacement Uniform (PSF) Point (LBS) Point (LBS) Point (LBS) Begin 0' 0.00" 0' 0.00" 7' 0.00" 16' 0.00" 2' 0.00" 7' 0.00" 11' 0.00" Point (LBS) 16' 0.00" Trib. Dead End Width Start 18' 0.00" 14' 0.00" 10 2' 0.00" 14' 0.00" 17 11' 0.00" 14' 0,00" 17 18' 0.00" 14' 0.00" 17 2000 2000 2000 2000 Application: Floor Building Code: IBC / IRC Member Weight: 24.5 PLF Other End Start 40 42 42 42 0 0 0 0 9- 9-08 10:25am 1 of 1 End Category Live Live Live Live Live Live Live Live m Bearings and Reactions Reaction Gravity Uplift Location Type Input Length Min Required Gravity — 1 0' 0.000" Wall N/A 3.123" 13938# 2 18' 1.750" Wall N/A 3.123" Maximum Load Case Reactions Used ioram:dyingpoint loads (staim batiste amiss en Weis Dead Live 6462# 7476# 6462# 7476# Design spans 18' 1.750" Product 1-314 x 18 MAX -LAM LVL 2.0E 3 PIy Component Member Design has Passed Design Checks." Minimum 3.12" bearing required at bearing It 1 Minimum 3.12" bearing required at bearing It 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Positive Moment Shear TL Deflection LL Deflection Design Actual 63222.W 11612.# 0.7209" 0.3820" Allowable 70234.'# 17955.# 0.9073" 0.6049" Capacity 90% 6496 U302 11569 Location 9.07' 17.24' 9.07' 9.07' Loading Total load D+L Total load D+L Total load D+L Total load L Control: Positive Moment DOLs:igassumes a6 Snow=915% member user increase in bending stress: 4 % __Design a repetitive Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives Quo fat . t evr L.Oao S Vi NAI Rooq-r% armA441. All proem names are trademarks of their respective ., CoPYdBht(G)1tti&21b5trylCeNmedcE+P•LLC•AtLRKiHiSI• esigner SNh n5ie member, .Loc beam argirder shown on ibis dra"Ing tnebs eppNcabe declgn CIANY far Loads Loadm4 COtidiaana and S lisbd on tis atm The desfBa must hareHansd by a quaallad t �"desig Is profesied�whentl�erapprlboriois ,.-� cations .mdesign professional as required brappnwaL This design assures Product Irmtaltars'm arrardar9 b tie - -- .— The Rersodates canine 4110 Country View Drive Scope of work 18" X 9'-6" addition at the kitchen Kitchen and mud room remodel Replace bearing wall at the great room with a beam and add bearing to the foundation Infill second floor framing at vaulted ceiling to create new, heated 2nd floor space Access required Replace windows with three patio doors at the rear of the great room Replace fireplace Re attach existing deck at new addition -11 ...•••••••••.••••••••, ......••••••••••••••0111.6.•••10•M•01. •••••••• t. 1 t Jti 11juul rr (j3 01,11.01**01•0110111.* 0 7-31-08 l � .e BM 1 of 1 1 eeHcame 4.503] kmBcrmEnpne4503z2 Metal& Database MO Member Data Description; Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria: 0360 live, L/240 total Live Load: 40 PLF Deck Connection; Nailed Member Weight: 24.5 PLF Filename: KYB3 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 18' 0.00" 14' 0.00" 17 42 Uve Additional Uniform (PLF) 0' 0.00" 18' 0.00" 100 0 Live Replacement Uniform (PSF) 0' 0.00" 18' 0.00" 14' 0.00" 10 40 Live Y,.'3'"..f;: '.'rr't!«�t;'..S.:'.:r.':11'�-0K '-•i,7.!"s" .'t : :: g..`,„ ... ;•r,c.K,:l. �s�yi� ..♦✓: ,•Y3.{CW �yy'•�"!i 'y:i['.'+}' j.YA w-.... r,.Yrt,i�'X.. ri:x11'*..e',xyr.`,.,..2 +:i' �:'n�?-y.4:.!;•;i2p•�-+'..'d-,,.5,iS`, 1,..q%::,?° A...,,,,,O,....41:,":11.‘',0,,,,.., ;;..rsk;.w„.��;:e„;.�S' wht1rrrd2¢."e%nG7.t.xK .h-�4xz,n9";UT.;„d, O 18 0 0 Bearings and Reactions Location Type input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000” Wall N/A 3.356” 14975# — 2 18' 1.750" Wan N/A 3.356" 14975# — Maximum Load Case Reactions Used for applpng pend bads for kw loads) to eerryk,@ minima Dead Live 1 4559# 10416# 2 4559# 10416# Design spans 18' 1.750" Product 1-3/4 x 18 MAX-LAM LVL 2.0E 3 ply -- Component Member Design has Passed Design Checks. Minimum 3.36" bearing required at bearing 01 atio- Minimum 3.36" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable.. Capacity Location Loading Postfive Moment 67933.'# 70234.'# 96% 9.07' Total load D+L Shear - 12499.# 17955.# 69% 0.01' Total load D+L TL Deflection 0.7890" 0.9073" L/275 9.07' Total load D+L LL Deflection 0.5488" 0.6049" L/396 9.07' Total load L Control: Positive Moment DOLs: Uva=100% Snow=115% Roof=125% Wind=133% Design assumes a repetitive member use increase In bending stress: 4 % Manufacturer's inslailatfon guide MUST be consulted for multi-ply connection details and alternatives 7 ' 'pdv ®Y1tl kn S'i o Ski 3C-'1 P Prfir All product nmss as trademarks of their rasps convertTERRY POLI�N WEEKESFOREST FRO DUCTS ';I' MG COMO AVE • `«• .: Copydgrt tC)1111.4G05 by Kaymmk Emerprkw, LLC. ALL RIGHTS RESERVED. ST PAUL MN 55108 ,4.��r Y;`:� E514113-2733 ' INtritrandlokt, girds pP wa predicsbrul "PeWrp>< defied w when the mambsr, lbor beam M r, .lMaer, on dreadr,p mods a tabb doe eflMsde for Loads. Lotting Cordltkme, and Spina lklad on thlc Rant TM tlw�nl mud be minted by a qusRiae designee'. mar ortles n as maim' for apprewi.This dation soaomes orodust Installation auurdbo to Ihs marmbctt eI s eNkaMiens. COMBINATIONS OF 12/4" CONDITION A 2 pieces 13" CONDITION B Noll Spacing 'i' )' 7 • Ja FAXED (0.e, 3 pieces 1 , CONDITION C Boli Spocino 4 pieces 34" MAXIMUM UNIFORM SIDE LOAD (PLF) 2.OE MAX -LAM" LVL Pieces in Member Condition A (2 —13/4") Condition B (3 — 1%1 Condition C (4 —12/4"} 2 rows at 3 rows at I 12" O.C. 12" o,c. 16d Common Nails 2 rows pi 3 rows at 12" o.c. 12" o.c. 390 : 585 505 290 435 1 380 use bolts for this condition Notes: 1. Minimum fostener schedule for smaller side loads and lop -loaded Max -Lam" LVL beams: Conditions A & B, beams 12" deep or less: 2 rows 31/2' x 0.131" at 12" o.c. Conditions A & B, beams deeper than 12": 3 rows 31/2" x 0.131" at 12" o.c. Conditions C, all beam depths: 2 rows bolts at 24" o.c. 2. The table values for nails may be doubled for 6" o.c. and tripled for 4" o.c. nail spacings. 3. The nail schedules shown apply to both sides of a three-ply Max-Lom" LVL beam. 760 570 2 rows at 24' c.c. 510 2 rows at 12" o.c. 1015 760 680 3 rows at 12" o.c. 1520 1140 1015 tat - 4. The table values apply 1. n. • '. -n bolts that conform to ANSI/ASME Standard B16.2.1.1981. A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the Max -Lam" LVL beam to the bolt holes must be of leost 2" for 1h" bolts. Bolt holes shall be the same diameter as the boli. 5. 7" wide Max -Lam" LVL beams must be loaded from both sides and/or iop loaded. 6. Mox-Lam" LVL beams wider ihon 7" must be designed by the engineer of record. 7. Lood durotion foclors may be applied io the table values. HOW TO USE THE MAXIMUM UNIFORM SIDE LOAD TABLE EXAMPLE: 2.4E Max -Lam" LVL beam loaded from both sides and above THREE i34" PLIES (CONDITION 8) 1. Use allowable load tables or sizing software to size the Max -Lam' LVL beorn to carry o total load of (300 + 610 + 550) = 1460 plf. 2. Refer to the 2.0E Max -Lam" LVL table for beam assembly requirements. Refer to the Condition B row in the table. Scan across the Condition B row from left to right for a table value greater than 550 plf, which is the greatest side load carried by the beam. The fourth value in the row indicates that 3 rows of 16d common nails at 12" o.c. will accommodate a side load of 570 plf which is greater than the 550 plf required. Use 3 rows of 16d common nails ai 12" c.c., from both sides, to assemble the beam. 31 4)1 FORESTPRODUCTS,INC. KeyBeame 4.503g IemBeemEagine 4.503h Materials Database 779 Bob tiopf - Finke Residence 2.47pm 1 of 1 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 6.6 PLF Filename: KYB1 Other Loads Type ' Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PSF) 0' 0.00" 6' 0.00" 7' 6.00" 10 40 Live Additional Uniform (PLF) 0' 0.00" 6' 0.00" 80 0 Live Additional Uniform (PSF) 0' 0.00" 6' 0.00" 8' 6.00" 17 35 Roof 6 0 0 O 600 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall NIA 1.500" 2441# — 2 6' 1.750" Wall N/A 1.500" 2441# — Maximum Load Case Reactions Used for applying pfd loads tar line bade) to earning menthe's Dead Live Roof 1 971# 1045# 914# 2 971# 1045# 914# Design spans 6' 1.750" Product 1-314x7-1/4 MAX -LAM LVL2.0E 2 ply .. KT16it Otk \N ALL Component Member Deslgn has Passed Design Checks.** Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2C....,I2 6 4 ( rt --1 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3098.'# 8761.'# 35%. 3.07' Total load D+L Shear 1620.# 4821.# 33% 0.01' Total Toad D+L TL Deflection 0.1147" 0.3073" U643 3.07' Total load D+0.75(L+Lr) LL Deflection 0.0690" 0.2049" L/999+ 3.07' Total load 0.75(L+Lr) Control: TL Deflection DOLS: Uve=100% Snow=115% Roof=125% Wind=133% Manufacturer's Installation guide MUST be consulted for multi -ply connection details and alternatives • • All product names amtrademarks ot their respective owners The Remodeling Choice r'� f Copyt it(C)/9Nby •2005 Keyaladc Eldepdses. LLC. ALL RIGHT'S RESERVED. " ,a pito ENTERPR1SES,LLC Passing is defined as Wien the member, tlooriaist, beam or girder, sham on Ade drawing ami sppde** design criteria fos Lc,ad . Loading Conditions. and ins listed on this sheet. The design must be reviewed by a quelled designer or design professional es required forsomrevet. net design assumes emduuct laata0atbn aeco dkm ta the manufacturer's spedIi a bu. -to.- FINKE RESIDENCE BEAM CALC 8-11-08 KeyBeam 4 -)47 -AK//.,, a %217C/i/l/1/ ,,,,w7... 12:14pm 1of1 KeyBeam® 4.503j kmBeamEngine 4.503z2 Materials Database 840 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 24.8 PLF Filename: KYB6 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 5' 6.00" 7' 6.00" 20 60 Live THIS FIRST 5'6' IS DECK LOAD ONLY Replacement Uniform (PSF) 5' 6.00" 15' 0.00" 0' 8.00" 15 40 Live THIS IS FIRST FLOOR ADDITION ONLY HALF OF 1'6" Additional Uniform (PLF) 5' 6.00" 15' 0.00" 100 0 Live THIS IS FIRST FLOOR WALL LOAD Replacement Uniform (PSF) 5' 6.00" 15' 0.00" 8' 3.00" 15 40 Live THIS IS FLOOR LOAD FROM THE SECOND FLOOR. HALF OF 16' 6" Additional Uniform (PLF) 5' 6.00" 15' 0.00" 100 0 Live THIS IS SECOND FLOOR WALL LOAD Replacement Uniform (PSF) 5' 6.00" 15' 0.00" 18' 0.00" 17 35 Snow THIS IS ROOF LOAD. HALF OF 32' PLUS 2' OVERHANG Replacement Uniform (PSF) 5' 6.00" 15' 0.00" 6' 0.00" 20 60 Live THIS IS DECK LOAD. HALF OF 12' 1500 13 O 15 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.928" 7759# -- 2 15' 1.750" Wali N/A 3.051" 12275# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 3168# 4215# 1906# 2 5316# 5154# 4125# Design spans 15' 1.750" Product: 5 7/16 x 16 Rosboro Treated Beam 1 ply Component Member Design has Passed Design Checks.** Minimum 1.93" bearing required at bearing # 1 Minimum 3.05" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 41983.'# 53306.'# 78% 8.33' Total load D+0.75(L+S) Shear 9883.# 20010.# 49% 15.14' Total load D+0.75(L+S) TL Deflection - 0.5017" 0.7573" U362 7.57' Total load D+0.75(L+S) LL Deflection 0.2875" 0.5049" L/632 7.57' Total load 0.75(L+S) Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=133% All product names are trademarks of their respective owners TERRY FOLKEN •WEEKES FOREST PRODUCTS 2600 COMO AVE Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. ST PAUL MN 55108 651-393-2736 M:'vi7:ttPN1S. Lot- r Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions. and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. 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GU 7 1 2. le St.) I' -� Y 1q -7 it 1• ,l owc r I LIT #W4 0.7%tit p OUVr- WAD S'01-41) wu f a L,4 (1- /01A :9..19 1 /1A --9.J9 9c 1 3007 '( 3 sit' 2wobniw zsvo 2 Y9b69H :ed bluorie absol "St \w 0IxS-S =,' 2 of '0 Jrien9l 79bb9H 0.CxS-£ =' 8 03 re 7rien91 i9b59H v� 0i '8 ..r,Ii�3n.E_ .,5l9i3b9!'— OIxS-C=zzoroC (ori.16q 'levo z}—a9b59H i v~t lt7Jl1 ] �bo Yg.J J l�nw .nsl� z9q bacon 2ms9d 100.[3 x 8JAJT!IIi 2R3YU8 r x 3TAQ N g3q aturi moo §aIR3v THaM3RIUg3Si aa0D YTI7 1'a.�'�1o�oaJn Ru$ - ius., .ow Date: City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Q iy-s 5DatePermit Fee: / 05 - Date Received: Permit #: Staff: 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: Name: l� I eg i G iC 5 c' v� Address / City / Zip: 5e C 74 Applicant is: Description of work: Construction Cost: Owner Contractor Unit #: Phone: 962 6 612 72 r-3 0,0 Multi -Family Building: (Yes / No ) Company: t t (.5. 5 ( t'vr, v 5 i sC- C . Contact: �! 4! F -u- t )Ct ce Address: V 2ut.; 1r7 r/C� 1� (i fj J 1j �'S` 2 .tS State:�Zip: � � � � Phone: �5 � Y/l Email: City:RX11(4'1 vai'( r. el 'AA (540 5-62,44,1, C r . License #: \)L 71500 0 Lead Certificate #: If the project is exempt from lead certification, please explain why: 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: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-pubiie if you provide specific reasons that would permit the City to conclude that the are trade secrets. 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. www.gooherstateonecall.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 Minnesota days permit issuance. x Applicant's Printed Name to Buildin• o e must be completed within 180 Applicafyt's Signature Page 1 of 3