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1158 Lexington Ridge Ct City of Eapn Address: 1158 Lexington Ridge Ct Zip: 55121 Permit 102663 The following items were /were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace l • 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 Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: GABuilding InspectionsTORMS\Checklists ?-{?; ??994 RESIDENTIAL BUILDING PERMIT APPLICATIQ}? City Of Eagan M Y"??° ? a? ` 3830 Pilot Knob Road, Eagan MN 55122 pe, (I (? (, a? Telephone # 651-675-5675 FAX # 651-675-5694 ?s i a ag ?7 0.So Cir o . 5z7 New Consirudian Reauirements 3 registered site surveys shaving sq. fl. of IW, sq R. of house, and all roofed areas R madeVRepeir Reauirements 2 copies of plan Ofice C?SebhA ?d _ „.„_ ??=? (20% maximum lot coverage allowed) 2 copies of plan showing beam 8window s¢es, poured found design, elc. 1 set of Energy Calculations for heated additiom . 1 site surveq fw addilions & decks isefofEnergyCalculations Add'Rion - indicafeifon-sResepScsystem ?Y Gx-SitSSBpiicSpstetn . Y:,_N 3 copiw of Tree PreservaLon Plan if lol plafled afler 7A193 1 G-? Rim Joisl Defail OpUons selec6on sheet (bldgs wAh 3 or less units Date --?-/ I / -O!ff- Site Address t ,?P7^ n a lx1'l ? -?t` 3 I Con?tsuction Cost ? Lp'?" ?j Unit/Ste # tion of W ork Descri p Multi-Family Bldg 2101Y _ N Fireplace(s) _ 0 ? 1 _ 2 Property Owner Telephoue #((Q Contractor ? Address ? .-J, ^l'91l? ? State ? N? v ? City Zip Telephone #(? COMPLETE 7innesota AREA ONLY IF CONSTRUCTING A NEW BUILDING Rules 7670 Catesorv 1 Minnesota Rules 7672 Energy Code Category , Residen6al Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar pian? _ Y N If so, 2517o plan review _Jl fee applies. Licensed Plumber l?MCLO ?1 V? ?i Cl Mechanical Contractor Ain?e,- ie? J- Sewer/Water Confractor V?1 r ?o ??1??/1 i 2-S Telephone #(q '* 4?u?? Telephone #?L 7j??2A90 Telephone #(C3 `TZ?Z I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the 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. R?? L,: K? IK-ir Applicant's Pr ted Name Applicant's Si ature -& ni OFFICE USE ONLY Suh Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) IV 03 01 of ?P, plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 04 02-plex p 10 08-plex ? '18 Deck ? 23 Porch(screen/gazebo) ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex plbg_Yor_ N ? 25 Miscellaneous Wo rk Types g 31 New ? 32 AddRion ? 33 Alteration ? 34 Replacement Valuation 45-&y Census Code /pA SAC Units O/ # of UnBs Cl/ # of Bldgs O/ Type of Const ? Footings(new bldg) _ Footings (deck) Footings (addition) ? Foundarion Drain Tile Roof X Ice & Water ? Final Franung Fireplace ?- R.I. * Air Tes[ Final Insulation _ Approved By: _ Base Fee v Surcharge Plan Review?/u, nnc/Es sac City SAC Utility Connection Charge S&W Permit 8 Suroharge Treatment Piant License Search Copies Other Total .. i ? 30 Accessory Bldg ? 31 EM. Alt- Multi ? 33 Ext. AR - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demoiish Building• ? 43 Reroof ? 46 WindowslDoors 'Demolition (Entire Bldg) - Give PCA handout to applicant Occupancy 2-3 MCES System Zoning City Water ,l/ls Stories Booster Pump Sq. Ft. PRV /yd Length Fire Sprinklered Width G/ 6 REQUIItED INSPECTIONS FinallC.O. _ FinaUNo C.O. _ Plumbing _ HVAC Other _ Pool _ Ftgs _ Air/Gas Tests Final _ Siding _ Stucco _ Stone _ Brick _ Windows _ Retaining Wall Building Inspector a,qnl)rl bpC 157 S/y'L 2 Pr c/,- ltioo a2?Q m 16 y 9-30 ? S?q?= i8o= Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Documents and Settings\bmurphy\Desktop\Energy Calc_10-14-04 Plans\3_4_1l_12.rck `PROJECT TITLE: L-exington Ridge Unitsls?4,_l l,' 12 ??/ - - COUNTY: Dakota // 3? ?llt4;dt yety jj,Aq36 Gi STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Multifamily WINDOW / WALL RATIO: 0.16 DATE: 10/19/04 DAT'E OF PLANS: 10-14-04 ; DESIGN ER/CON TRACTO R: Tim Fuller, AIA SALA Architects, Inc. COMPLIANCE: Passes Maximum UA = 795 Your Home UA = 552 v;30.6% Better Than Gode (UA) , g Gross Glazing Area or Cavity Cont. or poor Perimeter -Value R-Value U-Factor UA Ceiling I: Raised or Energy Truss 1587 38.0 0.0 40 Ceiling 2: Cathedral Ceiling (no attic) 393 38.0 0.0 11 Walls - Upper: Wood Frame, 16" o.c. 3534 19.0 0.0 168 Window 1: Above-Grade: Wood Frame:Double Pane with Low-E 487 0.340 166 Door I: Glass 193 0320 62 Walls - Basement Solid Concrete or Masonry:Interior Insulation 644 OA 11.0 46 Floor 2: Slab-On-Grade:Unheated 80 5.0 59 Insulation depth: 3.5' Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner I: Electric Central Air, 14 SEER Proposed and Maximum U-Factor Averages Proposed Average U-Factor Maximum Allowed U-Factor Above-Grade W indows and Glass Doors 0.334 0370 Includes Foundation Windows > 5.6 ft2 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submicted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requiremenu in REScheckVersion 3.6 Release 1(formerly MECchec? and m comply with the manda\tory requirements listed in the RES checkInspection Checklist. Builder/Designer 1?'?AAAI) Date ? I ? LOT SURVEY CHECKLIST FOR RESIDENTIAL • • BUILDING PERMIT APPLICATION •? PROPERTY LEGAL: e- DATE OF SURVEY: / ( p LATEST REVISION: II? m rn c rs t U a 0 Z a DOCUMENT STANDARDS ? ? ? • Registered Land Surveyor signature and company ?ZJ ? 0 • Building Permit Applicant ? ? 0 . Legal description .? ? ? • Address ? ? ? • North arrow and scale 0 ? • House type (rembler, walkout, split w/o split entry lookout etc ) .? ? ? ? ? ?f+1 , , , . • Directional drainage arrows with slopelgradient °/a Propose xisting sewer and water services & invert elevation 0 ? St ? • ree name-AdN. a,na en4r1,4:ta-k ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.) z 0 ? • Lot Sguare Footage ,e ? ? • Lot Coverage ELEVATIONS Existina ? ? ? d jd 0 • Sewer service (or Proposed) P f • roperty comers ? ,? ? ? E • Top of curb at the driveway and property line extensions • Ele ati f i i v ons o any ex st ng adjacent homes, Sl,au 1}-p,xsed £kJcd': wS. ?PI ? ? • Adequate footing depth of structures due to adjacent utility trenches ? g ? • Watenvays (pond, stream, etc.) Prooosed '0 0 ? • Garage floor ,YJ ? ? • Basement floor ? ? • Lowest exposed elevation (walkouUwindow) .9 X! • Property comers v ?? • Front and rear of home at the foundation Awi&_ mi4i4 Le- If+ Min. aloSJe CL+"d e)cch?66n , PONDING AREA fif aoplicablel ? 0 ? • Easement line ? ' ,s ? • NWL ? 'K ? • HWL ? g ? • Pond # designation ? ,9 ? • Emergency Overflow Elevation ? ;1 ? • PondlWetlandbufferdelineation DIMENSIONS ? ? • Lot Iines/Bearings & dimensfons ?? • Right-of-way and street width (to 6ack of curb) ?? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e, ali structures requiring permanent footings) ?.P1 ?,z • Show all easements of record and a 'ty utiiities within those easements"c/_MSO d/,!/V6C,S'8, .Z ?? • Setbacks of proposed structure a sid ard etback of adjacent existing structures e4re^4*f ° Sneet{?S iS.r/ofa N??/ ?? '9 ?? • Retaining wall requirements, if ;14 Reviewed: Z3 Name Date GJFORMSBuiidin9 Permit Appliwtion Rev. 12-16-03 - ? .- Surveyor's Certificate SURVEY FOR ; Millerville Homes DESCRIBED AS : Lot 3&4, Block 1, LEXING70N RIDGE, City of Eagan Dakoto County, Minnesoto and reserving easements of record. MQ;,, E ? e?E 3:9 AAauimum Siopes zo. or @?dtaining lMall Ullill Fy ? R?yuired J? ? ? .e a EAGAN ENGINEERING DEP'[: i ? N89'40'54"E 102.50 .00 I ? I I J V I ? »` 41. A?cw- 981.6 V S 987.6 A I yg LOT 5 n sa n.5a LOT 2 6°itli ,u16.45 °o o° t6.45?, oea 81 O 14.00 ? I s J 14.00 I O 0 Pfo ? eed Proposed I O PP Townhomes Proposed Proposed CO P° 9,°pwh wo 9'pcw w/o ? ? cp Toh=992.0 Tob=991.3 i I Q I ? ITI I > > 7.50 I 7.50 b 67,50 1.50 0.5 .00 0 9.50 t .5(4 " w Dralnage and Utility Eas ment ? ? 9.OOo °9.00 1.50 N r> 6158 'd'„ Gaoge 0.5? I I I 990.5 °o Garoge ? ? Lor HSE LOT PROPOSED ELEVATIONS Top of Foundation = 991.0 Garage F!oor = 990.6 Basement Floor = 982.1 Aprox. Sewer Service = 977,0 Proposed Elev. Existing Elev. - Drainage Directions = Denotes Offset Stake = . s;Q. Fo o r?r ,?Q. FOO TA COVERAGE SCALE: 1 inch = HEDL UND I HEREBY OF TiE Bi BY ME OR PLANNING 6NGlNSBR/NG SURY61ING SHOW IMPI 2005 Pfn Ook Drive Eagan, MN 55722 DA1E ? Phone: (651) 405-6600 Faz: (651) 405-6606 iz .„-,"S A:%9 F; I E? ?.. BY _/,V, 7E JEN?!-IMARK, 4 - INC ORb$PECTOONS [DFpr V • D. LINDGREN, LA SURVEYOR ITA LICENSE NUMBER 14376 House Side - Garage Side- N0: 04R-590 BOOK: FlLE: Lex-Ridge E = 7,995 ,9 = 6310 ?- --o R?GrSTF SURiA v?y? 0 r43ye . *} MIN. SETBACK REQUIREMENTS Front - Rear - THAT THIS IS A TRUE AND CORRECT REPRESENTATION :S OF THE ABOVE DESCRIBED PRDPERTY AS SURVEYED MY DIRECT SUPERVISION AND DOES NOT PURPDRT TO TS OR ENCROACHMENTS, E%CEPT AS SHOWN. (1 A -./ ' P15ti121rr #?= ?GGXK - 3 14 ?/ ??' {.ize'ivg TaN l2lJs/£ cr ilcq, _-M CI-t E,Z YlLtE_NoMES - 25A?A?Li ?N'-- - L6K- ?'-? G?Ja !/_TENt P _ ? (Aeoarr AIC07's,C7-yGT - ?Rk C'. eD 9?a? WA'u ' BEAM pOcKEf ARIEL IA/Yll 4'k?,PaKrRdb COMC'ACT&e:J FlLL TN15I a1 I SI DE OFWRLL CKRCI,? OCCUYdd y[YGD defGsvrcAdY:5 GkKStGAec? /'fA/N G.aWc. ? of co?ida A ' THE COA2MCT/Oa f1?d a- ?°gs .?" h as b eev eo? 4f d fo A?ar1 , ?;??.o r?r ,4.?d w/QN ?? /7'a/p ! r/noW Gara?t e or A?alda*?a? eo,v.?iFcf,cas ? .. ,Gt-,Vf o,er?. ?°'•- ) ,MfN??-.GKAG? , hexeby certifp that this plan, speciticatioa or =epozt was p:epaied by me or undex mq 3i;ect suger,risioa and that I am a duly Heqisteied Piofessioiwl Engiaeet undet the inws of the Slata of ?Hinnesota. ,° U Rag No. ?,' V q nate_4V f the BLUE or BLACK Ink Far Omiioe Usg ! 3830 PBot Knob Road ; Pe~mm Fee ! Eagan UN SS122 ; Date Reaeine : O`- I Phone: (651) 6754675 I Fax: (651) 6754694 Staf U c~s 2010 MECHANICAL PERMIT APPLICATION n Date: Site Address: Lit L a a v rip-) / ~ GCA F T /~Z Tenant: Suite RESIDENT I OWNER Name: '10 -A N V Phone: Address /City / Zip: `t CONTRACTOR Name: (h! Lt `ti 12A ~~u /iL I License Address: L-. !'P V rid a tL ~ c-T City: A State: M A► * Zip: SS I I Phone: s 0 J Lal Contact: Email: p &YI,4 e- Z/ 614A 4Z&_ J26 TYPE OF WORK A New Replacement Additional Alteration Demolition Description of work: Co,., s2 le, 6 Ac 62,_z e'3'~v< NOTE: Ibx* w ouniled and gru and howled is Pupdred in be a c P Pned by City Code. Please ooh Nle Mechanical! In 4eclar for iu<omntioe an pereo'tbd screeniin9 nwdwds, RESIDEN7IAL COMMERCIAL PERMIT TYPE Furnace New Construction _ Interior Improvement X Air Conditioner Install Piping Processed Air Exchanger Gas Exterior WAC Unit _ Heat Pump _ Under / Above ground Tank Install / _ Remove) Wuhan - - - 9r9 tank(s). cam for ikon by Fie Other Marshal and RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ x 1% $50.50 Minimum (includes State Surcharge) Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each Surcharge $1,000 Permit Fee (i.e. a $1,00142,000 Permit Fee requires a $1.00 surcharge). TOTAL FEE CALL BEFORE YOU DIG. Call! Gapber Sh to owe Ca■ at (651) 4644MM for proteciow agabut awdergr~merd now' am- CA 4m lmammrs before ym Mlle d b 49 ft reoeiee locales of 1 1 9 no d atliime` www.aoaherstateonecall.org 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 1 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. 6;z,1 r&/4L x Applicant's Printed Name Appti s Signature FOR OFFICE USE Rvdaw*d W- Dale. allied h ores: tMdw Ground Rough In Air Test _Gas Service Test _In-Aoor Heat -Finial EAerior WAC Screening kopechon Report Name: City of Eagan Printed: 12212011 Inspection Results Page: 1 Inspection Results EA066624 - 1158 Lexington Ridge Ct Permit Type: Building Sub Type: 01 of -plea Date Inspection Type Inspected By Result 10132004 Footinas Jeff Wheeler Not Ready wrong permit 10152004 Foundation Jeff Wheeler Not Ready wrong address 10182004 Footinas Jeff Wheeler Pass 10202004 Foundation Terry Zelenka Partial Inspection poured wall ok 10222004 Foundation Jeff Wheeler Partial Inspection see remarks 11032004 Foundation Jeff Wheeler Pass 11172004 Foundation Jeff Wheeler Pass engineered repair 03312005 Footinas Tom Miklya Partial Inspection pad footing on exterior 1 more to pour 04042005 Footinas Terry Zelenka Pass deck footings ok 06142005 Lath Tom Miklya Not Ready 06202005 Lath Tom Miklya Not Ready 06222005 Lath Jeff Wheeler Partial Inspection stucco at the walkout level only. NOT for the stone 07 15 2005 Lath Craia Novaczyk Pass Report Name: City of Eagan Printed: 12212011 Inspection Remarks Page: 1 Inspection Remarks Permit: EA066624 Permit Type: Building Site Address: 1158 Lexington Ridge Ct 102204 JTW foundation - check damproofing is high enough for finished grade - add temporary bracing before back fill 110404 JTW foundation - crack has formed at the intersection of the front of the garage wall with the bsmt wall. provide engineers analysis and any required repair 111704 JTW foundation engineerin, add three _ 6 rebar 4'-0'' long epoxyed into foundation wall and poured into garage slab as per engineering submitted resubmit engineering with specific addresses Done jtw 111704 JTW foundation - rebar installed as per above engineering Report Name: City of Eagan Printed: 12212011 Inspection Results Page: 1 Inspection Results EA066625 - 1158 Lexington Ridge Ct Permit Type: Mechanical Sub Type: Residential Date Inspection Type Inspected By Result Report Name: City of Eagan Printed: 12212011 Inspection Results Page: 1 Inspection Results EA066626 - 1158 Lexington Ridge Ct Permit Type: Plumbing Sub Type: Residential Date Inspection Type Inspected By Result Report Name: City of Eagan Printed: 12212011 Inspection Results Page: 1 Inspection Results EA067282 - 1158 Lexington Ridge Ct Permit Type: SeNver & Water Sub Type: Residential Date Inspection Type Inspected By Result 09292004 SeNyer and Water Lane Wegener Pass Paperwork in 04-J. 09;"29;2004 SeNyer and Water Lane Wegener Pass Report Name: City of Eagan Printed: 12212011 Inspection Results Page: 1 Inspection Results EA092627 - 1158 Lexington Ridge Ct Permit Type: Mechanical Sub Type: Residential Date Inspection Type Inspected By Result 01262010 Gas Service Test Scott Peterson Pass main only Use BLUE or BLACK Ink I For Office Use 1 I Ab~l ; Permit D ; City of E aEaIl It ~ Permit Fee: ~ I 3830 Pilot Knob Road Eagan MN 55122 RECEIVED ; Date Received: I Phone: (651) 675-5675 l 4~4- 11 Fax: (651) 675-5694 DEC 15 2011 1 staff: 2011 RESIDENTIAL BUILDING PERMIT APPLICATION qtr Date: I Cam!/ o~d~ / Site Address: l ~ L e ~ 1'41 Unit Name:" ~"'t s Y• r~ Phone: RESIDENT / 0>21 OWNER Address / City / Zip: / V- Jou y- C GL-~'~_ a g e,., /yi A/ Applicant is: Owner Contractor TYPE OF WORK Description of work: vW" -~P.c~ c" Tic r eAo tv Construction Cost: Multi-Family Building: (Yes / No Company: C,-,,n Sl- c, ,~5» Contact: ~g c ~6 ~h wj l e CONTRACTOR Address: %Z 132 N,r 7 C_,y City: L-OC-C'Vl Ile' State:;1JA/ Zip-. Phone: C S-/ 9~3 G a -re- >Z License 2 © ~ 201 6 2 /9 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 NEWBUILDING 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: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they 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.gooherstateonerall.org 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 State Building Code must be completed within 180 days of permit issuance. x 16 Applicant's Printed Name Appli 's Si nature Page 1 of 3 ~c C.4 DO NOT WRITE BELOW THIS LINE arc'/ SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi _ Deck _ Porch (ScreentGazebo/Pergola) _ Exterior Alteration (Multi) 01 of Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building" _ Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall 'Demolition of entire building - give PCA handout to applicant DESCRIPTION ©t Valuation NA Occupancy ~G ^ MCES System Plan Review Code Edition SAC Units (25%_ 100%_) Zoning p D City Water t S Census Code 413 G~ Stories ;1 Booster Pump 4 # of Units 1 Square Feet 76 PRV /V~ # of Buildings l Length $7 Fire Sprinklers /*'d Type of Construction Width 101, REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: Rough in ,Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee So Surcharge Plan Review W MCES SAC City SAC j Utility Connection Charge S&W Permit & Surcharge Allb Treatment Plant Copies TOTAL Page 2 of 3 Jeffrey Wheeler From: Dale Schoeppner Sent: Wednesday, January 04, 2012 4:19 PM To: Jeffrey Wheeler Subject: FW: 1158 Lexington Ridge From: Dale Schoeppner Sent: Wednesday, January 04, 2012 4:18 PM To: 'Jake Manley' Subject: RE: 1158 Lexington Ridge Jake, Your request has been granted and good luck with the project. Please make sure that the applicable codes are followed and inspections have been completed. Sincerely, Dale Dale Schoeppner I Chief Building Official I City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 551221651-675-56991 651-675-5694 (Fax) I dschoeppner(c)-cityofeaaan.com C" o Epl~'fj THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended] recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Jake Manley rmailto:jake.hearthstone(~)gmail.com1 Sent: Wednesday, January 04, 2012 3:10 PM To: Dale Schoeppner Subject: 1158 Lexington Ridge January 4, 2012 Dale Schoeppner Building Official City of Eagan Dale, i /Z) && I am writing in response to your request for completion of the permit application and the additional info~nation , that you will need in order to complete the process for 1158 Lexington Ridge Ct. I am requesting that an exemption be made to requirements of the 2007 Minnesota State Building Code that are different from the 2003 Minnesota State building code. Specifically, The rise and run of the stairs (section R311.5.3.(1&.2)) and automatic sprinkler system required in buildings over 9250 sq ft (Section R301.1.4) I would appreciate your accommodation in light of the circumstances. I look forward to working with you on this project. With all the help I'm getting it will be a success. Sincerely, Jacob Manley Direct:651-983-6844 HearthStone Construction 2 L_ Vo gt sods, Inc. STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUrrE 204 EAGAN, MN 55122 -PH. (651) 68&7727 F .>:(65,1) -686-$444 December 28, 2011 Mr. Jake Manley 21324 Hytrail Circle Lakeville, MN Re: 158 Lexington Ridge Court Eagan, MN Dear Mr. Manley, At your request, we have made a site visit on December 28, 2011 at the above listed property to investigate the following items listed below: Frost Damage to Basement Walls I'I At the time of our visit, there did not appear to be any damage from frost heave to the basement walls. Removal of the bearing wall on the main level between the kitchen and diniQ►rc om structure .above. : eking Please reference the attached SK-1. sheet for the required structure to support the Damaged beam pockets in the basement wall (2) Please reference the attached SK -2 sheet for the required structure to support the existing steel beam The information and opinions contained herein are based upon the limited investigation described at the beginning of this report. No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed. Our work is in . accontmee with golly accepted engineering standards and is not intended to be relied upon or tEansFent-dta : other; the the addressee. Should information or conditions become known which differ from the discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, Al Malecha, PE WS ce J that s P + t3= reoI - b- me or under ]oa i 15 • or report p t 1'7:f I . duly ~^Pr4, ,_tI'a Z't ri -n- rl . ,,ygr under Paul W. Voigt, PE i 11 Reg. NO. 20705 Enclosures: SK-1, SK-2, SK-3 [)ate X_j TOPENTOASOVE LANG ROOM SUNR©4M AN C x SPACE FlATCi G. s 100 . r A ° p v ~ ~ ' TRUSSES xI ROOF Wx-nWrWL _ --l T-PAI~TWLCOLUMN~"~' - MVE Lcl t s tai 1 , . DECOPAI DINlNrj Pm. 41 Eit. x Z FLY jelly " fE iV ` t J }40 1-JOISTS 16 O .C. JOISTS AB0VFsus6bKr k/ EMOV / I *JA4 d. FLUSH FR/tiME 8MS' (1)13le x lm7JW 1. L sn"0 'w E/t 5T tJ 1 M 2x6WAL€ aooaadoaoasaoa:eooa ih _ BREAKFAST act ; HOWD. FLf, - I TABLE mom. _ WOWNER ' Q D a WILT-04 ETfE a a ~ _ W-- tin HAN - DORMER yy 4* x-6x" OVER L - s OFT. MECH. CHASE us A~ _ ct ,fit SHE4THIW -11 !-JOISTS -j6" Q.C. =8 RAFTERS z-o O.C. CSHApED) OFFICE 3C CARPET' rsxro MUD t6x ROOM TILE = 4 x o T r6x *6x Mfy.A/ L6VeL Pltarli4L-- P ,AN exxtw6rwJ (LrOde cr sWVr X41 L , iA d ANA MAI $A 4.4 .+,r c y, /U- Mf hereby certify that this lA s ~E ~ T or report teas prep-red, b~ me or under my direct sunervis,on. ^^dl. th I am a duly ` f `Rep.stercd rrr 1 P -~noer under the law of the StWce of rota. Sk- dad l Q .C3~ IBSI - 4 dd ; - IL W ad to DAMU SK-3 l4k L I =150a 0 v E a Z . z.o oil ul z- r- - ...~i33N3A 3 m ILI . 4A, 4i 11m, M-d= OR d0C 40( t AF SIVM L ow~~ G f v~G OTrnr~ Pt S~ L EIiT~N RL Cr ~ict~ne S Ott f .a/. / I iq G !NI N g r 5ACA- 440t# hereby certify that this per, or report tfra s preps red by me or under my S Et'l direct super ninr. e nd tb t I 2. a duly Re&ater.{. d under Z O F 3` the law of the St ~ to of Cairn ota. Sk-z : F fSfi - . Q . T°v1vs:S 'r t ipawe~/ . s~ m . . . . . . . . i ; j C/K . p°. . tv . . . . a . P ! : tiP9ds<dr' : c . . . ; . . 2 : y ; ~ . . i . . _ • f hereby cc~rrti~y that" - pum'. Pee or ands . ~ • . . , - " Or :report is ppapared. y.me ~3irect;supar~~sinn. ^nd t?a~t I am 'd~ ?;inter under 'Register, the u ^te . " of . of•:Uinnssota. . : " o . . . . . . . gate . . . Voigt & Associates, Inc. Project: S' GEXING~~ Sheet ,STRUCTUML ENGINEEIWG SERVICES 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 /C PH. (651) 686-7727 FAX. (651) 686-8444 Initials: (,oA- Date: 1 Jan 12 12 10:38a Scherer Plumbing 952-447-6735 P.1 JAN/12/2012/T11U 10:36 AM City of Eagan FAX No.651-975-5694 P.GO1 Use BLUE or BLACK Ink r---........ I for tJtfice Use 1 Permit City of Eajan I ~1 1 Permit Fee: V 3830 Pilot Knob Road I 1 Eagan MN 55122 i Date Received: 1 Phone: (651) 675-5675 I i Fax: (651) 675.5694 I Staff I 2012 RESIDENTIAL PLUMBING PERMIT APPUCATION Date: t 2 / Z Site Address: 5 Z~~(~ rt s (p~J ):4C4 L Tenant: Suite 0: Name: Phone: r Address I City I Zip: Name: Cktir e/ License Address: City: State: ZIP: `5 3 -Z 2 Phone 4 5'L - ti w i- Co -1 7 `I I yew z -?Y? - 3 e2 Contact- - ~ Email. 1 it-N-ew -Replacement _Repair _ Rebuild - Modify Space _ Work in R.O.W. Description of work. RESIDENTIAL Water Heater Lawn Irrigation RPZ / - PVH) Water Softener Septic System Add Plumbing Fixtures Main Lower Level) New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment. Water Turnaround` (includes $5.00 State Surcharge) 'Water Turnaround (add $166.00 if a 518" meter is required) $105.00 Senlic tern New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES E 4Pd' a CALL BEFORE YOU DIG. Call Gopher Stabs One Cat! at (651) 464-0002 for protection against underground utility damage. Cali 48 hours before you Inlend to dig to receive locates of underground utilities. www.aoahetstateonecail_org I hereby acKnowledge that this informations complete and aceurats; that ft work will be in ooniormance with the ordinances and codes of the City of Eagan; that I undersland this IS not a permit, but only an application tot a pennb, and work Is not to Start without a permit That th9 work will be In accordance with the approved plan in the case of work which raquiras a rwAew and approval of plans. x W- J C S f- Iter X e"i1~N Applicant's Printed Name Appo s sowture PERMIT City of Eagan Permit Type: Mechanical Eagan. Permit Number: EA102771 Date Issued: 01/18/2012 OR Permit Category: ePermit 40~ it~ of E3 E Site Address: 1158 Lexington Ridge Ct Lot: 3 Block: 01 Addition: Lexington Ridae PID: 10-45150-01-030 Use: Description: Sub Type: e - Furnace & Air Conditioner Work Type: New Description: Installina furnace. AC. ductwork & bath fans Comments: Questions regarding electrical permit requirements should be directed to Mark Anderson. State Electrical Inspector. (952) 445-2840 Fee Summary: ME - Permit Fee (Replacements) $55.00 0801.4088 Surcharge-Fixed $5.00 9001.2195 Total: $60.00 Contractor: - Applicant - Owner: Lending Edge Heating & Air Inc Tina Nguyen 807 Harvest Circle SW 118 Lexington Ridge Ct Lonsdale NIN 55046 Eagan NIN 55123 (507) 744-3443 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and Cite of Eaaan Ordinances. ApplicantiPermitee: Signature Issued Bv: Signature New ReaMendat ComWintion Orgy Code CompUance CortVicate Per Nt 10t.8 Building Certifita►e A bAlding artifice shalt ba posOCd is a pamsam* visible k adoa mute u t c'rrF;gcaur Paucd Me buil&ug TM wiffiq t suatt be corn idol by ft bander and stw11 list iatbnaalion art v"s of ..'J U L I cim is listed in T" N11018 KnOft' of Q* 9-ft a Dwdma Uak 1'att 15 ~~r<! 0 1Q+d G G°~' ~O1 Gtr Contractor Name: t /Cep/ S7~✓! Cs cS'~. ~1~► v~ ~ G~,~~ i T ERMAL ENVELOPE RADON SYSTEM Type: Check AN That Apply Pas.civc ('Vo Fait ) t.. C Active( *Jbotasd parr or other Vvemr nwmiorsiM device) Insulation Location N s. ;z u: arc fkh~ r R ~assr lkscribe Hire Below Eatirt Slab Foundation Well / Caere urns tuorror Extena Enat Perimeticr of Slab on Grath f(/ Rim Joist (Foundation) t:-/p Cxde0+ve mar E uerex k"WM Rim Joist (10 Floor*) K-/U Coew one: e, E °a k"War Wall ,R_j ceiling, oat Ceiling, vaulted Say Windows or eastttevered areas Saari roam over rage Describe other Insisted areas @it Kkme di Doors or Ducts OuWtte Cortditior»sd ALyME U-Factor (sxcte*s Ow and one door) U: . 3l idiot applicable. all ducts located in conditioned spece Solar Heat Gain Coefficient (SHGC): R-value MECHANICAL SYSTEMS Make-up Mr Seteet a Type Appliances Heating System Domestic Water Heater Cool! System Not uimd per mech. code Fad Type 4 A 4 ! Passive Manufat:ttarer M Powered kNerlociod with exhaust device. Model MKS e ~k Gsx / G i [scribe 1• m comity in Gutpsu in 10"W' des" -e Rating or She BTU& -90,0a, Gailoos: T. 3 ~ Res Lou t~ Heat Gain Location of dud or system: Structure's, Calculated vl 3 0 AFUE or SEER: Z+s. HSFF% q~ 9D Csicubded J • i tJR Imt " metal duct Nec:ltarticaf Verwildion system Describe any additional or combined heating or coating systems if installed: (e.g. two furnaces or sir Air Select a r; pe source he k eel me h. code m pump with gas back-up furnace): i=74 Safest Heat Ventilaw (HRV) Csp in clias: Low o H/ v escribe: E Recover Ventilator (FRV) Cams in dots: Law High: Location of duct or systo r. Contintkws exhausti has) rmed in CAM: Location of fan(s), describe: Cfm's Capacity continuous votEitstion raw in efts: Q " round duct OR Total ventilation (intermit + continuous) n ft in cfms: "mortal duct RECEIVED R~~: MAY 3 0 2012 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City of Chanhassen website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: http://www.ci.chanhassen.mn. uslservlbuild.html. Site address ` 5 f Date Contractor Completed B Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including ] Basement-finished or unfinished) Total required ventilation bra so oo, Number of bedrooms Continuous ventilation Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedr ms 1 2 3 4 5 6 Conditioned space (in Total/ otal/ Total/ Total/ Total/ Total/ sq. ft.). continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4 110/55 125Z63 140/70 155/78 170/85 185/93 01-450 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/6,5 145 73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation -The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfrr, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:\SAFETY\JK\Vent-makeup-comb air submittal (2).docx Page 1 of 6 Section B 'nq7 Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only ery Ventilator) -cfm of unit In low must not exceed continuous venti- Continuous fan rating in cfm lation rating b more an 100%. Low High dM= Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating b more than 100%) Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation,fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule escription Location Continuous Intermittent L Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail far placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) interlocked with exhaust device (determined from calculation from Table 501.11) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 RECEIVED MAY 3 0 2012 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column B 1. 0.15 0.09 0.06 0.03 a) pressurefactor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) UU Estimated House Infiltration (cfm): Ila x lb] 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system Applicable or if powered makeup air Is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm); I2a + 2b +2c + 2d) 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) Qs b) estimated house infiltration (from above) (O CJ Makeup Air Quantity (cfm); (3a - 3b) _ (if f value e is negative, no makeup air is needed 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 ~ZFCEIVED Makeup Air Opening Table for New and Existing Dwelling MAY 3 0 2012 Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances, or no combus- power vent or direct pliance or one solid fuel piiances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1- 22 1-15 1-9 3 Passive opening 37 - 66 23 - 41 16 - 28 10-17 4 Passive opening 67-109 42 - 66 29 - 46 18 - 28 5 Passive opening 110-163 67-100 47 - 69 29 - 42 6 Passive opening_ 164 - 232 101-143 70 - 99 43 - 61 7 Passive opening 233 - 317 144-195 100-135 62 - 83 8 Passive opening 318 - 419 196 - 258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540 - 679 333 - 419 231- 290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F - Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type /Ij Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 VFF71 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, isr~calle§ t9e`1WLn Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: _ Draft Hood _ Fan Assisted _ irect Vent Input: Btu/hr or Power Vent Water Heater: _ Draft Hood Fan Assisted _ Direct Vent Input: 1tj<0 Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. lo ft' The CAS includes all spaces connected to one another by code compliant openings CAS volume: LXWxH L W C)H Step 3: Determine Air Changes per Hour (ACH)1 Vid Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method yiT~ Total Btu/hr input of all combustion appliances Input:v`~ Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV;_ ft' Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) y4s? Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3326 ft' Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: W Required Volume Natural draft appliances (RVNDA) LL Total Required Volume (TRV) = RVFA + RVNDA TRV = + = 3 E _ TRV ft' If CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step Is Tess an TRV then go to STEP S. Step S: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF = 1- _ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): z Total Btu/hr divided by 3000 Btu/hr per in' CAOA = / 3000 Btu/hr er inz = in Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = inz Step 9: Calculate Combustion Air Opening Diameter (CAOD) ~~f+ Q (A I r Q Ci CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA in. diameter o up one inch in size if using flex dud 1 if desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 IFGC Appendix E, Table E-1 Resi tial Combustion air (Required Interior Volume Based on input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3.000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000, 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Page 6 of 6 RFr,F_IVED 115$ A xill'06 jaw MAY 3 0 2012 R/OJ L Gl Lexington Ridge Townhomes Plan 'AR" HVAC Load Calculations for Prepared By: Scott Lofgren Lofgren Heating & A/C Apple Valley, MN Wednesday, May 30, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. RECEIVED - - - - - 012 Rhvac - Residential & Light commercial HVAC Loads Elite So#trrare Dev nc Don Stevens, Inc Lexington Ridge Townhomes Plan "AR" Eagan, MN 55121 Page 2 Project Report [GenE o Pro"ect information - Project Title: Lexington Ridge Townhomes Plan "AR" Project Date: Wednesday, May 30, 2012 Company Name: Lofgren Heating & A/C Company Representative: Scott Lofgren Company City: Apple Valley, MN Company Comment: Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains DEy Bulb Wet Bulb Rel.Hum Rel.Hum ry Bulb Difference Winter -15✓ -15.33 80% n/a 72 n/a Summer: 884,'- 72 47% 50% 74 31 Check Fi ures__ - Total Building Supply CFM: 1,222 CFM Per Square ft.: 0.279 Square ft. of Room Area: 4,388 Square ft. Per Ton: 1,695 Volume (ft) of Cond. Space: 41,652 Air Turnover Rate (per hour): 1.8 Buitd' Loads Total Heating Required Including Ventilation Air. 76,132 Btuh 76.132 MBH Total Sensible Gain: 81 % Total Latent Gain: 5 378 Btuh 19 % Total Cooling Required Including Ventilation Air. 8,682 Btuh 2.39 Tons (Based On Sensible + Latent) 2.59 Tons (Based On 75% Sensible Capacity) Notes , Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\dharvey\Desktop\Projects Backup\Lofgren,Lexington Ridge.rhv Wednesday, May 30,2012,2:20 PM RM - Residential & Light Commercial HVAC Loads Elite Sottware Lovetopment, Inc. Don Stevens, Inc Lexington Ridge Townhomes Plan "AR" n MN 55121 - - - - - - - Pa_ Miscellaneous Report - ] E door Outdoor O€ td=1 IrKtw Inctm Grains [system 1 VVttole Area _ ry Druii nput Data. P q Wet Bulb ReLHu Rel.Hurn Winter. -15 -15.33 80% n/a 72 n/a Summer: 88 72 47% 50% 74 31.50 I_Duct Sizin Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 6 in. Maximum Height: 12 in. 6 in. Outside Air Data } Writer Summer Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 194 CFM 104 CFM Infiltration Actual: 0.280 AC/hr 0.150 AC/hr Above Grade Volume: X 41.652 Cu.ft. X 41.652 Cu.ft. 11,663 Cu.ft./hr 6,248 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 194 CFM 104 CFM Total Building Ventilation: 135 CFM 68 CFM -System 1-- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.78 = (0.68 X 0.970 X 31.50 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Writer Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr (194 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.150 AC/hr (104 CFM), Construction: Semi-Tight C:\Users\dharvey\Desktop\Projects Backup\Lofgren,Lexington Ridge.rhv Wednesday, May 30, 2012, 2:20 PM ECEIVED Rhvac - Residential & Light Commercial HVAC Loads - - - - _ - Elite Software Development, tnc Don Stevens, MAY 3 0 2012Lexingten Ridge Townhomes Plan "AR J Ea n MN 551.21 Page 4-: Total Building Summmy-Loads - Component - - Area Son Lat Sen Total I Description Barr .W...: _ _ Gain. _ Gain Gain I, 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), 275 7,417 0 2,996 2,996 operable window, a=0.20 on surface 2, wood with metal clad frame, u-value _0_.3 . SSHGC 0. 4A-1a-o: Glazing-Dou le pane low-e (e = 0.20 or less), 293 7,648 0 4,642 4,642 operable window, a=0.20 on surface 2, wood with metal clad frame, u-value 0.3. SHGC 0.27 11 K: Door-Metal - Fiberglass Core With Storm 42 1,316 0 378 378 12E-0sw: Wall-Fram R-19 sulation in 2 x 6 stud 2719.5 16,088 0 3,032 3,032 cavity, no board insu 10ion, siding finis wood studs CustomWall4: Wall-Basement, Custom R10 pray Foam 1765.5 10,446 0 1,969 1,969 on Concrete Wall 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1928 4,361 0 2,456 2,456 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shig1l or Dark Metal, Tar and Gravel or Membran sulation 21A-24: Floor-Basement, Concrete slab, any thickness, 2 1490 3,241 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 22B-10ph: Floor-Slab on grade, Vertical board insulation 76 3,180 0 0 0 covers slab edge and extends straight down to 3' below grade, any floor cove R-1 U nsulation, passive, heavy moist soil - Subtotals for structure: 53,697 0 15,473 15,473 People: 4 800 920 1,720 Equipment: 1,000 5,000 6,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 194, Summer CFM: 104 18,048 2,165 1,555 3,720 Ventilation: Winter CFM: 135, Summer CFM: 68 4,387 1,413 356 1,769 _ Total Building Load Totals: 76,132 5,378 23,304 28,682 Total Building Supply CFM: 1,222 CFM Per Square ft.: 0.279 Square ft. of Room Area: 4,388 Square ft. Per Ton: 1,695 Volume (ft) of Cond. Space: 41,652 Air Turnover Rate (per hour): 1.8 Building Loads Total Heating Required Including Ventilation Air. 76,132 Btuh 76.132 MBH Total Sensible Gain: 23,304 Btuh 81 % Total Latent Gain: 5,378 Btuh 19 % Total Cooling Required Including Ventilation Air: 28,682 Btuh 2.39 Tons (Based On Sensible + Latent) 2.59 Tons (Based On 75% Sensible Capacity) Notes_ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\dharvey\Desktop\Projects Baclwp\Lofgren,Lexington Ridge.rhv Wednesday, May 30,2012,2:20 PM P IV ED Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, inc Don Stevens, Inc MAY 3 0 2012 Lexington Ridge Townhomes Plan' Ea an MN-5521 Pa e 8 Detailed Room Loads - Room 1 - Main Level W/O Living Room (Average Load Procedure General - - - I Calculation Mode: Htg. & dg. Occurrences: 1 Room Length: 1,730.0 ft. System Number. 1 Room Width: 1.0 ft. Zone Number. 1 Area: 1,730.0 sq.ft. Supply Air. 380 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 15,570.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 42 CFM Runout Air: 95 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent.: 27 CFM Runout Air Velocity: 484 ft./min. Percent of Supply: 7 % Runout Air Velocity: 484 ft./min. Actual Winter Infil.: 62 CFM Actual Loss: 0.129 in.wg./100 ft. Actual Summer Infil.: 33 CFM Item Area ; -U- Htg Sen Clg Lat Sen f Description - Quaff _Value HTAALOSS HTM - Gain Gain I N -Wall-12E-Osw 32 X 9 175 0.068 5.9 1,035 1.1 0 195 S -Wall-12E-Osw 48 X 9 369 0.068 5.9 2,183 1.1 0 412 E -Wall-12E-Osw 50.5 X 9 433.5 0.068 5.9 2,565 1.1 0 483 W -Wall-12E-Osw 50.5 X 9 454.5 0.068 5.9 2,689 1.1 0 507 S-Door-11 K 3 X 7 21 0.360 31.3 658 9.0 0 189 E-Door-11 K 3 X 7 21 0.360 31.3 658 9.0 0 189 N -GIs-4A-1 a-o shgc-0.3 100%S 113 0.310 27.0 3,048 10.0 0 1,133 S -GIs-4A-1 a-o shgo-0.3 0%S 30 0.310 27.0 809 18.0 0 540 S -GIs-4A-1 a-o shgc-0.27 0%S 12 0.300 26.1 313 16.5 0 198 UP-Ceil-16B-38 1140 X 1 1140 0.026 2.3 2,579 1.3 0 1,452 Subtotals for Structure: 16,537 0 5,298 Infil.: Win.: 62.1, Sum.: 33.3 1,629 3.542 5,770 0.305 692 497 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 1,000 3,000 Room Totals: 22,307 2,092 9,255 C:\Users\dharvey\Desktop\Projects Backup\Lofgren,Lexington Ridge.rhv Wednesday, May 30, 2012, 2:20 PM Rhvac -Residential & Light Commercial HVAC loads ° T Elite Software Development, Inc. Don Inc 99 Lewngton Ridge ToMnhomes Plan Stevens, "AR" n MN 55121 ,,II _ I~IAY__3-0 201L Pa e 7 Detailed Room Loads - Room 2 - Lower Level Average Load Procedure) General - - - - - - - - - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 1,970.0 ft. System Number. 1 Room Width: 1.0 ft. Zone Number. 1 Area: 1,970.0 sq.ft. Supply Air. 506 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.7 AC/hr Volume: 17,730.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 56 CFM Runout Air: 84 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent.: 13 CFM Runout Air Velocity: 429 ft./min. Percent of Supply: 2 % Runout Air Velocity: 429 ft./min. Actual Winter Infil.: 83 CFM Actual Loss: 0.102 in.wg./100 ft. Actual Summer Infil.: 44 CFM Item Atha -U- Htg - Seri Gig Lat Sen Description - - ~ Q t ty Value _ HTM Loss HTM Gain _ Gain_ N -Wall-12E-Osw 50 X 8 268 0.068 5.9 1,585 1.1 0 299 N -Wall-CustomWa114 50 X 1.5 75 0.050 5.9 444 1.1 0 84 S -Wall-CustomWa114 50 X 10.5 525 0.050 5.9 3,106 1.1 0 585 E -Wall-CustomWall4 55.5 X 10.5 582.8 0.050 5.9 3,448 1.1 0 650 W -Wall-CustomWa114 55.5 X 10.5 582.8 0.050 5.9 3,448 1.1 0 650 N -GIs-4A-1 a-o shgc-0.3100%S 132 0.310 27.0 3,560 10.0 0 1,323 Floor-21A-24 1 X 1490 1490 0.025 2.2 3,241 0.0 0 0 Floor-2213-1 Oph 76 ft..Per. 76 0.481 41.8 3,180 0.0 0 0 Subtotals for Structure: 22,012 0 3,591 Infil.: Win.: 82.6, Sum.: 44.3 2,166 3.542 7,671 0.305 920 661 Room Totals: 29,683 920 4,252 C:\Usersklharvey\Desktop\Projects Backup\Lofgren,Lexington Ridge.rhv Wednesday, May 30,2012,2:20 PM - _ Rhvac - Residential- & Light Comm__ _ ercial HVAC Loads Me Software Development, lnc. Don Stevens, Inc 10 MAY 3 02012 Lexington Ridge Townhomes Plan f LEna_n MN _5-5-121 - - - - Pie 8 Detailed Room Loads Room 3 - Upper Level (Average Load Procedure) Calculation Mode: Htg. & dg. Occurrences: 1 Room Length: 448.0 ft. System Number. 1 Room Width: 1.0 ft. Zone Number: 1 Area: 448.0 sq.ft. Supply Air: 155 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 4,032.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 2 Actual Winter Vent.: 17 CFM Runout Air: 77 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent.: 16 CFM Runout Air Velocity: 394 ft./min. Percent of Supply: 10 % Runout Air Velocity: 394 ft./min. Actual Winter Infil.: 26 CFM Actual Loss: 0.086 in.wg./100 ft. Actual Summer Infil.: 14 CFM item Area -U- Htg Sen Glg Lat Sen I Value HTAA LOSS HTM Gain Own I S -Wall-12E-Osw 17 X 9 117 0.068 5.9 692 1.1 0 130 E -Wall-12E-Osw 29 X 9 221 0.068 5.9 1,307 1.1 0 246 W -Wall-12E-0sw 29 X 9 253 0.068 5.9 1,497 1.1 0 282 S -GIs-4A-1 a-o shgc-0.27 0%S 36 0.300 26.1 940 16.5 0 594 E -GIs-4A-1 a-o shgc-0.27 0%S 40 0.300 26.1 1,044 29.4 0 1,177 W -GIs-4A-1 a-o shgc-0.27 0%S 8 0.300 26.1 209 29.4 0 235 UP-Ceil-1613-38.448_X- 1- - 448 0.026 2.3 1,013 1.3 0 571 Subtotals for Structure: 6,702 0 3,235 Infil.: Win.: 25.8, Sum.: 13.8 675 3.542 2,391 0.305 287 206 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,500 Room Totals: 9,093 687 5,401 C:\Users\dharvey\Desktop\Projects Backup\Lofgren,Lexington Ridge.rhv Wednesday, May 30, 2012, 2:20 PM _I, Rhvac - Residential & Light Commercial NVAC Loads - - Elite Software Development, Inc. Don Stevens, Inc MAY 3 0 2012 Lexington Ridge Townhomes PIP "AR" Ea n MN 55121 ege.9_ Detailed Room Loads - Room 4 - Living Room (Average Load Procedure) Geener4l Calculation Mode: Htg. & dg. Occurrences: 1 Room Length: 240.0 ft. System Number. 1 Room Width: 1.0 ft. Zone Number. 1 Area: 240.0 sq.ft. Supply Air. 182 CFM Ceiling Height: 18.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 4,320.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 20 CFM Runout Air: 91 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 7 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.118 in.wg./100 ft. Actual Summer Infil.: 13 CFM Item Area -U- 14tg Sen Ctg Lat Sen F Descri Quaas+ Vale HTM Loss- _ HTM Ga+ri _ ption eat" I N -Wall-12E-Osw 16.5 X 18 130 0.068 5.9 769 1.1 0 145 E -Wall-12E-Osw 4 X 18 72 0.068 5.9 426 1.1 0 80 E -Wall-12E-Osw 12 X 9 86 0.068 5.9 509 1.1 0 96 W -Wall-12E-Osw 16.5 X 9 140.5 0.068 5.9 831 1.1 0 157 N -GIs-4A-1 a-o shgc-0.27 100%S 122 0.300 26.1 3,184 9.3 0 1,136 N -GIs-4A-1 a-o shgc-0.27 100%S 45 0.300 26.1 1,175 9.3 0 419 E -GIs-4A-1 a-o shgc-0.27 O%S 22 0.300 26.1 574 29.5 0 648 W -GIs-4A-1 a-o shgo-0.27 0%S 8 0.300 26.1 209 29.4 0 235 UP-Ceil-166-38 340 X 1 340 0.026 2.3 769 1.3 0 433 Subtotals for Structure: 8,446 0 3,349 Infil.: Win.: 23.9, Sum.: 12.8 626 3.543 2,216 0.305 266 191 Equipment: 0 500 Room Totals: 10,662 266 4,040 C:\Users\dharvey\Desktop\Projects Badcup\Lofgren,Lexington Ridge.rhv Wednesday, May 30,2012,2:20 PM Construction Frame Size (mm)1-93/ (543) 2-1% (645) 2-5% (746) 2-71% (797) 2-91% (848) 2-11%(899) 3-1%(949) 3-51% (1051) Details Sash Opg. (mm) 1-8 (508) 2-0(610) 2-4(711) 2-6(762) 2-8(813) 2-10(864) 3-0(914) 3-4(1016) 4 Glass Size (mm) 16" (406) 20" (508) 24"(610) 26" (660) 28" (711) 30'(762) 32" (813) 36" (914) ) 4 • Fmi =--i 1 N N va^ (s) M 2"(13) CUDH1612 CU01-12012 CUDH2412 CUDH2612 CUD-12812 CIJDH3012 CUD-13212 CUDH3612 UUDH • 1~1 O ~ l~ O C'1N~ ILLL-Li r~ • ~E~Ey°O CUDHI614 CUDH2014 CUD-12414 CUDH2614 CUGH2814 CUDH3014 0.03214 CIJDH3614 CUDH rET-11 E771 F=---l FE-771 ITE-7=71 K-1 4: CUDH1616 CUGH2016 CIJDH2416 CUDH2616 CUDH2816 CUDH3016 CUDH3216 CUDH3616 CUDH40%- HEAD JAMB & SILL F~- FEE11 I=] I= 0 0= g' 17717 FE9 c~(( Hough Opening CUDH1618 CUDH2018 CUDH2418 CUDH2618 CUDH2818 WCH3018 CUDH3218 CUDH3618 CUDH40I8 V2' (73) Freme Sim V2" (13) lag Fq__11 F=__71 ~ F 1=1 1=1 v7R Un ETD 1U_L1 [0 EB I 1/4'(6) CUDH1620 CIJDH2020 CUDH2420 CUDH262D WDH2820 CUDH3020 CUDH3220 CUDH3620 CUDH4020 Masonry Opening g a F=___1 ~JAMB ® ~ ® ~ ~ i N Z V O V N a CUDH1622 WDH2022 CUDH2422 CUDH2622 CUDH2822 WDH3022 CUM3222 01,101-13622 CUD-I4022 R MULLION N CUCH1624 WDH2024 CUD1i2424 CUDH2624 CUDH2824 CUDH3024 M3224 Cl1DH3624 CUai4024 Fill" sat LL-L Gass CLIDHI626 WDH2026 CUDH2426 CUDH2626 CUDH2826 CUGH3026 WDH3226* CUDH3626* CUDH4026* F LLu CUDH1628 CUDH2028 CIJDH2428 WM2628 WDH2828 CUDH3028* CUDH3228* CUDH3628* CUDH4028* CLAD ULTIMATE DOUBLE HUNG STORM COMBINATIONS CLAD ULTIMATE DOUBLE HUNG Measurement Conversion Width Height Hough Openirg to OM -3-06) -211/32" (60) ENERGY DATA u-raclar n-vaa a sHGC Vr cx s,r Glass* tDOM +3 3/8' (86) (Glass height x 2) Insulating Glass/Clear - Air 0.47 2.13 0.56 0.58 42 PLUS 617/32' (166) Insulating Glass w/Comb./Clear- Air 0.33 3.03 0.50 0.54 59 N, NC Note: Conversions are applicable for Marvin Clad Ultimate Double Insulating Glass/Hardcoat Low E - Air 0.37 2.70 0.47 0.53 49 NC Hung only Insulating Glass/Hardcoat Low E -Argon 1134 2.94 0.47 0.53 52 N, NC Ins. Glass w/ComWHardooat Low E -Air 0.28 3.57 0.44 0.49 66 N, NC Ins Glassw/CanhMardcoatLowE-Argo) 0.26 3.85 G43 0.49 67 N, NC Insulating Glass/Low E II - Air 0.35 2.86 1130 0.51 51 N, NC, SG S Insulating Glass/Low E I I - Argon 0.31 3.23 0.30 R51 54 N, NG SG S Insulating Glass w/CombJLow E II - Air 0.26 3.85 0.30 0.47 68 N, NC, SG S Insulating Glass w/ComWLow E II -Argon 0.24 4.17 0.29 0.47 69 N NC, Sr, S Thermal and solar values are subject to update. Values are generated in accordance with N FRC 100-97,100-2001, or 100-2004 and other applicable NFRC procedures. Argon gs is not available for the elevations that require capillary tubes. SHGC = Solar Heat Gain Coefficient. VT = Visible Light Transmittance. Energy Star Zones: N = Northern, NC = North Central, SC = South Central, S = Southern. NOTES: • Litepatterns shown are344 (19) grilles or 7B"(22)SDL.Litepatterns. for11/8"(29)mayvary * These windows meet national egress cocies forfire evacuation. Local codes may differ. • Please contact your local Marvin representative fo masonry openings includirgclad 82 brick mould or f lat casing. Not To Scale } onstruction 16" (406) WIDTH Details r Frame Size (mm)1-4 (406) 2-8 (813) 4-0 (1219) 5-4 (1626) 6-8 ( 14 GlassSize(mm) 11%8".(294)11%0°(294) 11'/,8'(294) 11%6°(294) 11 ~i V2' (13) T o CCM1624CCM16242W CCM16243W CCM16244W CCM16245W• C o a m~ N ~oooooaaooooao LL N N CCMMCCM16322W CCM16323W 0CM16324W 0CM16325W r eoaooo0000oa N N t'. CCM16%CCM16362W CCM16363W CCM16364W CCM16365W ~ OPERATOR HEAD JAMB & SILL^ Rough ~oaoooooooooo~ V2" (13) CCM164000M16402W CCM16403W CCM16404W CCM16405~N (13) Frame Sim ize e 1/2° I -I I- T" ch r IYs< y OCMlMCCM16482W CCM16483W CCM16484W 0CM16485W Masonry Opening OPERATOR JAMB CCM1656CCM16562W CCM16563W CCM16564W CCM16565W V4° (6) V2" (13) ° A i a Z a A$ r z CCM166000M16602W CCM16603W CCM16604W OCM16605W H ' V1 N 1 STATIONARY HEAD JAMB & SILL CCM16640CM16642W CCM16643W CCM16644W CCM16645W i• II'~ Rough Opening V2" (13) -I I-- Frame Size V2° 13 r - - - - - - - - - - - - - CCM1672CCM16722W CCM16723W 0CM16724W CCM16725W I--MesonN Opening STATIONARY JAMB CLAD CASEMASTER OPERATOR/STATIONARY ENERGY DATA rl ei1 -Fedor x-veYie s"sc yr OI gyr InsulatingGlass/Clear - Air 0.47 2.13 0.54 0.56 42 T1 Insulating Glass/HardcoatLowE-Air 0.38 2.63 0.45 0.52 51 NC Insulating GlassMardcoatLowE-Argon 0.35 2.86 0.45 0.52 54 N, NC Insulating Glass/Low E II -Air 0.35 2.86 0.29 0.49 54 N, NC, SC, S Insulating GlassMw E 11 -Argon 0.32 3.13 0.29 0.49 57 N, NC, SC, S High RTri-PaneAaw E II -Air 0.29 3.45 0.25 0.39 61 N, NC, SC, S High R Td-Pane/Low E II -Argon 0.26 3.85 0.25 0.39 65 N, NC, SC,S Thermal and solar values are subject to update. Values are generated in accordance with NFRC 100-97, 100-2001, or 100-2004 and other applicable NFRC procedures. Argon gas is not available for the elevations that require capillary tubes. SHGC = Solar Heat Gain Coefficient. VT = Visible Light Transmittance. Energy Star Zones: N = Northern, NC = North Central, SC = South Central, S = Southem. NOTES: Lite Patterns shown are W (19) grilles or 7/8" (22) SDL. Lite patterns for 11/8" (29) may vary • A unit in these combinations can be Please contact your local Marvin representative for masonry openings hinging including clad detarmined from the exterior. 100 brick mould or flat ding, • 72" height units will have tempered glass. Not To Scale Construction OPERATING/STATIONARY SIZES Details Frame S¢ (mm) 2-0.(610) 2-4(711) 2-8(813) 3-0(914) 3-4 (1016) • GlassSize(mm) 19e/s"-(497) 23/,.'(5N) 27/,a" (700) 31'%"(802) 35&" (903) t114' (6) i~ P 0 WAWN2420 WAWN2820 WAWN3220 WAWN3620 WAWN4020 WAWN o ~ O N ~ El +I WAWN2424 WAWN2824 WAWN3224 WAWN3624 WAWN4024 WAWN4824 OPERATOR HEAD JAMB & SILL WAWN2428 WAWN2828 WAWN3228 WAWN3628 WAWN4028 WAWN4828 op t"r ~~nng V2•(13) WAWN 2432 WAWN2832 WAWN3232 WAWN3632 WAWN4032 WAWN4832 113) ~ Frame Size ~ I ~n ~ r~ Ft M ~ I ar WAWN2436 WAWN2836 WAWN3236 WAWN3636 WAWN4036 WAWN4836 l r--Masonry Opening OPERATOR JAMB S e M V4'(6) WAWN2440 WAWN2840 WAWN3240 WAWN3640 WAWN4040 WAWN4840 112"(13) T _T _ff I'll, 4 t i. F 9'v pro v Jf WAWN2448 WAWN2848 WAWN3248 WAWN3648 WAWN4048 WAWN4848 L STATIONARY HEAD JAMB & SILL Rough Opening 4L_.- V2• (13) 4: Frame Sim • (~a) WOOD AWNING OPERATOR/STATIONARY -Cl ENERGY DATA Energy El U- radar R-Value SHGC Y< Slay Single Glaze 0.84 1.19 0.55 0.56 Irc V4 O 6 Single Glaze WitllHardCoat Low E EP 0.34 0.42 0.46 N, NC In Single Glaze With EP 0.44 !3.85 0.49 0.50 In va° (s) If Masonry Opening Insulating Glass/Clear-Air 0.44 0.49 0.50 STATIONARY JAMB Insulating 61&%HardcoatLowE-Air 0.35 0.42 0.46 N,NC h Insulating GeSS/HardtwatLoWE-Argon 0.32 0.42 0.46 N,NC F Insulating Glazs/Low E II -Air 0.33 0.27 0.44 N, NC, SC, S I - - Insulating GlwAow E II -Argon 0.30 0.27 0.44 N, NC, SC, S T % High RTri-ParvLow E II -Air 0.29 0.23 0.35 N, NC, SC, S I, High Un-Pane/Low E 0 -Argon 0.26 0.23 0.35 N, NC, SC, S Thermal and solar values are subject to update. Values are generated in accordance with i NFRC 100-97, 100-2001, or 100-2004 and other applicable NFRC procedures. Argon gas is not available for the elevations that require capillary tubes. SHGC = Solar Heat Gain Coefficient. VT = Vsible Light Transmittance. Energy Star Zones: N = Northern, NC = North Central, SC = South Central, S = Southern. NOTES: • Lite patterns shown are for 3W (19) grilles, 70 (22) SDL, or SG ADL. Lite patterns ibr 11/8" (29) grilles, SDL, orIG ADL may vary • Awning units available as an operator or stationary Stationary units can be converted to 108 operating units with the appropriate replacement parts. Not To Scale Oct 04 2014 10:10AM HP Fax page 1 �,��� ___ Use BLUE or BLACK Ink �J�` ��L � i For Oftice Use �� i ' �Ia ���� � �1� �� �� �� ��C�T'�""' f� � Permit#: a� I Y � �_ � Permit Fee: � 3930�ilot Knob Road /-� Z ,�L 3�����l� � O I Eagan MN 55122 u � � Date Received: � Phone:(651)675-6675 I 1 Fax:(651)675-5694 ��� ��'%`'" ��� I Staf� �— I I I `����������������J 014 RESIDENTIAL BUILDING PERMIT APPLICATION . E' �t�/ �' I.�— Date. � � / Site Address: J �I�L� �'�� '�—Ccssa�7 Unit t1: Name: 1 X r►tY N�2 ��-2X y� �• tS1�'T� Phone: �''1�Z--�f'/ �c�Y '� Reside�V OWn@r Address/City/Zip: �!'J�7� IfS '�"C'1!-� Applicant is: Owner �ontractor T Of WOI'k Description ofwork: f �- �t ��C�'�C�''!� y� Construction Cost: Z 7�s/' �� Multi-Family Building: (Yes�No� , / f � i --� Company:VA��S C-��I�.C.%C'Yi �/� Contact: l)��a�c.s`-c--- Contractor aaaress:�c' ��y��� G� 4���� �t -��/ c�ty: �ry��-� State:��n/ Zip:S���7 Phone: l��L7Z3� 3�I�Email:/�iPN�:����'^������ License#�.(7'�= �L"L- �S' 3 Lead Certificate#: .�t1�7'� �/`�-���" � If the project is exernpt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW 6UILDING In the last 12 moMhs,has the City of Eagan issued a permit for a slmilar plan based on a master plan? _Yes _No If yes,date a nd address of master plan: Licenaed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: NOTE:Plarts and supporting documents that you subrnit ane ccns)dered to be publlc lnformati4n, Portians o! ihe�nformation may be classified as Ron-pub/ic if you pravlde speclflc reasons that would perm/�the Cfty to conclude that ihe are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at 651j a54-0002 for rotection against underground utility damage. CaIl48 hours before you inlend to dig to receive lo�ates of underground utilities. www. o herstateoneCall.or 1 hereby acknowledge fhat this information is complete and accurate; that the work will be in conformance with the ordinances and codes of lhe City of Eagan; lhat I understand lhis is not a permil, but only an application for a permit, and work is not to start withoul 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. Exterlor authorizeti by a bullding permlt issued in accortlance with the Minnesota State Building Code must be compleEed within 180 da it issuance. � �_. x r"'�G� � X / � AppllcanYs Printed Name Applicant's Slgnalure Page t of 3