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4922 Jamie Rose Ct et. 1 1,y/ - 1/, 150 ,6 7' rL /5 / 3 /op -15 Q Ole / �N�^.t �O For Office Use ,� % i % i i f • E AG A l // j �--- Permit#: /-- ZY / 1 .. .• .• </ ��Q• C� `•• "' Permit Fee: / Date Received: k7-4 ECEIVE - -1, 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I) (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675- _ o .rd9 buildinginspectionsCocitvofea an.com DEC 18 2019 f /5 /5 c ,�S�; 2019 RESIDENTIAL Bart: IT APPLICATION Date: 12/19/19 Site Address: 4922 JAMIE ROSE COURT Unit#: Name: VENNEHJEM BUILDING CORP. Phone: 9528073828 Resident/ 2500 W COUNTY ROAD 42 SUITE#9 EAGAN Owner Address/City/Zip: Applicant is: Owner ✓ Contractor /'�1 ' I , ` BUILD NEW HOME Lei XI I/ Loh' c.(6x'/� T e Of Work Description of work: I 7f b L f`� Q��S / �— YP Construction Cost: 450000 Multi-Family Building: (Yes /No ) Company: VENNEHJEM BUILDING CORP Contact: Contractor Address: 2500 W COUNTY ROAD 42 SUITE#9 City: EAGAN State: MN Zip: Phone: 9528073826 Email: JOE.HILLA@VENNEHJE BC-108964 _36' License#: 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: WELCH PLUMBING Phone: 612-812-8811 Mechanical Contractor: BETTER AIR Phone: 5076631208 Sewer&Water Contractor: WELCH PLUMBING Phone: 612-812-8811 Fire Suppression 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/f you provide specific reasons that would permit the City to conclude that they are trade secreta. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. 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. 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.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance /th the ordi =nces 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 it without 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. xJOSEPH J HILLA x Applicant's Printed Name Applicant's Si• ature V— DO NOT WRITE BELOW THIS LINE `� �� � is 6. k'zi_ c— C+ . 1 s/� 7/ SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) NI Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) I`Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of!Plex _ Lower Level — Pool — Accessory Building TRK 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 ! PAU),"Valuation qtAf161 Occupancy MCES System Plan Review Code Edition 4 k a' SAC Units (25%_100%,4) Zoning it ' City Water Census Code Stories Booster Pump #of Units Square Feet q , f),.. PRV #of Buildings Length Fire Suppression Required Type of Construction Y (t, Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) ')( Final I C.O. Required Footings(Addition) Final I No C.O. Required L` Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:jIce&Water ,Final Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile '. Fireplace: Rough In *Air Test Final Siding:_Stucco Lath. Stone Lat _Brick_EFIS Insulation Windows Sheathing Retaining Wall:4 Footings 4,Backfill 4 Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls V Erosion Control Shower Pan Other: Reviewed By: Ai, , Building Inspector RESIDENTIAL FEES 6 l l ,f y_ -t- ) j( I ' w l, (ii 31 )-0 Base Fee (�V` 1� /�+ t� �f 7 Surcharge 6ipfifi, fq7 t ` q ';74 ) 0�Plan Review viie� ,�• MCES SAC if � 1 2,- it "i ` a 01 % City SAC Utility Connection Charge 2 i'4) ,, ? ° , ,3, ---,,,, ...., ! , ft x. 1 , :' r , a )V S&W Permit&Surcharge f Treatment Plant &ivt J 4 4i42' 11! 5 3/l U,�"f i z,, Radio Meter Read a Copies r ,0;' •4 I ) 2, `" ° 2:1 i' Pr 1 70 ' TOTALLI i% 1 vp,,,,,, ik,0 Page 2 of 3 i New Construction Energy Code Compliance Certificate X61/( Per N1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. 12/19/19 Mailing Address of the Dwelling or Dwelling Unit /o, City 7 ( / nnehjem W-I 4922 isperin• Wa Ea•an Mn. 117; / (�.SL- - Eagan, MN —BUILDING CORPORATION-- Name of Residential Contractor MN License Number Vennehjem Building Corp. BC108964 THERMAL ENVELOPE RADON SYSTEM o Type:Check All That Apply X Passive(No Fan) g. F .15 Active(With fan and monometer or other A — b o . 3 ti _ . system monitoring device) L4 U Q 5 m ,..3 y' —a o C .2 N T Insulation Location o z M U 12 ; 1, a° H. z w i£ 2 w2 2 a°. . Other Please Describe Here Foundation Wall Exterior R10 X R10 2"Foam Board Certi Studs/2"XP contact with dirt t _ Foundation Wall Interior R5 X X R5-1-1/2"Rigid at furred 3/4" Thermax at unfinished Perimeter of Slab on Grade R10 X Rim Joist(Foundation) R20 X Interior Rim Joist(15i Floor+) R20 X Interior Wall R21 X Ceiling,flat R50 X Blown Ceiling,vaulted R50 X Bay Windows or cantilevered areas R50 X X R40 Blown Insul+1-1/2"closed cell spray foam Room over garage FLOOR R50 X X 6"020)Batts+4-1/2""closed cell spray foam(/30) Describe other insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Ave.U-Factor(excludes skylights&one door)U: 0.29 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICAL SYSTEMS I : Make-up Air'Selecta Type Appliances Heating System _ Domestic Water Heater Cooling System _X Not required per mech.code Fuel Type Natural Gas Electric Electric Passive Manufacturer LENNOX RHEEM LENNOX Powered Interlocked with exhaust device. Model ML196UH090 RHE- PRO52-2 134CX-042 Describe: Input in 88,000 Capacity in 50 Gal Output in 3.50 Other,describe: Rating or Size BTUs: Gallons: Tons: Heat 72,792 Heat 38,185 Location of duct or system: Structure's Calculated Loss: Gain: AFUE 96% SEER: 13 or HSPF% Calculated 41,500 Efficiency cooling load: Cfm's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air (Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type /Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 98 High: 195 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: N/A Mechanical room Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: bk "round duct OR Fl,EX Total ventilation(intermittent+continuous)rate in Mins: "metal duct Created by BAM version 052009 Ventilation, Makeup and Combustion Air Calculations Submittal Form New Dwellings I 't Site Address ' 'T 9.¢..2. 74M.i E IU.Se c9-• I Date Contractor gE.f�g,� 4` –..,. q , Contractor Email , t, bet cttp:.e,,�.16a .., ,... it/ /i? Contractor Phone _ `' -f,�r mac,?—4 G — r aitt' SECTION A I Ventilation Quantity (DeterminLquanti b usin Table N1104.2 or Equation 11-1) Square feet* y Total required ventilation /(:, -- Number Number of bedrooms ......--„---_—.16, Continuous ventilation qg *Conditioned area including basement–finished or unfinished 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 cfrn) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ I Total/ Total/ Total/ (in 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 -1 115/58 130/ 65 145/73 I 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 3501-4000 110/55 125/63 140/70 155/78 _ 170/85 185/3 (4001-4 p. 120/60 135/68 150175 '', 165/83 180/90 (195/99 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 2001 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 ventilators (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 cfm,shall be provided, on a continuous 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. SECTION B Ventilation MethOd (Choose either Balance or Exhaust) Balanced, HRV(Heat Recovery Ventilator)or ERV(Energy Exhaust only(Continuous fan rating in c Recovery Ventilator)— cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Low cfm: High cfm: Continuous fan rating in cfm � (capacity must not exceed G� !c7 /41.5- continuous ventilation rating by 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 cfm air flow 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 Description Location Continuous Intermittent • 1 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 cfm 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 Directions-Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for 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 (dete coned from calculation from Table 501.3.1) Other, describe: NU"f c1 vt rup + iY1c 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) Page 2 of 6 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 required 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 Multiple atmospherically vent or direct vent assisted appliances vent gas or oil vented gas or oil appliances or no and power vent or appliance or one solid appliances or solid fuel combustion appliances direct vent appliances fuel appliance appliances Column A Column B Column C Column D 1. I a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) (including unfinished basements) �y Estimated House Infiltration (cfm): [1a x 1b] v 1 2.Exhaust Capacity a)continuous exhaust-only ventilation system (cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating (cfm); Kitchen hood typically(not �� •15C-5applicable if recirculating system or if powered makeup air is electrically interlocked and — ,2 1,1 0 match to exhaust) d)80%of next largest exhaust rating (cfm);bath fan typically (not applicable if recirculating Not Applicable system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity y (cfm); [2a +2b+2c+2d] 3 `3 3. Makeup Air Quantity(cfm) a)total exhaust capacity(from 3 75 above) b)estimated house infiltration // ,1 (from above) Co °">< Makeup Air Quantity(cfm); [3a—3b](if value is negative, no makeup air is needed) 4. For makeup Air Opening I Sizing, refer to Table 501.4.2 /V14 e��G^-+�J`tt✓F NOTES A. Use this column if mere 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 be included.) 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 of appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 One or multiple One or multiple One Multiple fan-assisted ; power vent,direct atmospherically appliances and atmospherically vent appliances, vented gas or oil or no combustion power vent or ( appliance or one vented gas or oil Duct appliances direct vent solid fuel appliances or solid diameter appliances appliance fuel 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 H 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 w/motorized damper 540—679 333—419 231 290 143-179 11 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. SECTION F Combustion Not required per mechanical code (No atmospheric or power vented appliances) X/ Passive (see IFGC Appendix E, Worksheet E-1) Siz and typeci r Fe,p), 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. Combustion 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 Directions- The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known 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 Ei;an Draft Hood Assisted Direct Vent Input: -Se Btu/hr �� or Power Vent Water Heater: Direct Draft Hood [JFan Assisted I uirect Vent Input: Btu/hr or Power Vent u Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combutOon appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ( TS'r ft LxWxH t`z L (3 W H Step 3:Determine Air Changes per Hour(ACH)1 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 Total Btu/hr input of all combustion appliances Irtp it: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 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 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Sc;Get, Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3 Iso ft3 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: /v!'/ - ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= + = _q 7s-e) TRV ft3 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 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)dj vided by TRV(from Step 4a or Step 4b) Ratio=MT/ .311"o = . 'fere Step 6:Calculate Reduction Factor(RF).RF=1 minus Ratio RF=1 - • 4/(i8 = > 5-3 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 7 Input: 0 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr Added by 3000 Btu/hr per in2 CAOA= SD (X-C, /3000 Btu/hr per int= t( '.G 1 in2 Step 8:Calculate Minimum CAOA:Minimum CAOA=CAOA twit/piled by RF Minimum CAOA= . 4? x . 3"3 = 4'. Step 9:Calculate Combustion Air Opening Diameter(CAOD):CAOD=1.13 multiplied by the square root of Minimum CAOA �� CAOD=1.13 J Minimum CAOA= .. 34 in.diameter go up one inch in size if using flexduct L( FA & 02-4- 1. —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 E1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Known Air Infiltration Rate(KAIR)Method(cu ft) Input Rating(Btu/hr) Standard Method 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 4 *00 2,250 3,375 1,688 4,725 2,363 _ 50,010 2,500 {3,75) 1,675 5,250 2,625 5 ,4 et 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 4 6,250 9,375 4,688 13,125 6,563 130,000 I 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 i 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 pnor to 1994.The default KAIR used it this section of the table is 0.40 ACH. Page 6 of 6 Load Short Form Job: Date: Nov 27,2019 Entire House By Project Information For VENNEHJBVI 4922 JAMIE ROSE CT,EAGEN,MN Design Information Htg Cog Infiltration Outside db(°F) -15 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 85 13 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 32 40 HEATING EQUIPMENT COOLING EQUIPMENT Make LENNOX Make LENNOX Trade Trade Model ML196UH090-48C Gond 13ACX-042 AHRI ref Coil C35-48C AHRI ref Efficiency 96AFUE Efficiency 13 SEER Heating input 88000 Btuh Sensible cooling 29050 Btuh Heating output 0 Btuh Latent cooling 12450 Btuh Temperature rise 0 °F Total cooling 41500 Btuh Actual air flow 1301 cfm Actual air flow 1301 cfm Air flow factor 0.018 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 ROOM NAME I Area Htg load CIg load HtgAVF CIgAVF I (f) (Btuh) (Btuh) (cfm) (cfm) Room1 1384 15785 3314 282 156 Room2 1416 29495 12455 527 585 Room3 1688 27511 11917 492 560 Entire House d 4488 72792 27686 1301 1 1301 Other equip loads 0 0 Equip.@ 0.93 RSM 25692 Latent cooling 12493 TOTALS T 4488 72792 38185 1301 1301 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 wr tsoft> 2019-Deo0215;OTS5 ,,.-• «.........,,*.,.„........ Righ!-Scree Urrversai 2018 18.0 16 RSU11649 Page 1 C^UserskkevinDocunec 4922 JAMIE ROSE CTnp Calc=MJ8 Front Door faces: N Component Constructions Job: Date: Nov 27,2019 Entire House By: Project Information For: VENNEHJEM 4922 JAMIE ROSE CT,EAGEN,MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/Blaine,MN, US Indoor temperature(°F) 70 75 Elevation: 912 ft Design TD(°F) 85 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 31.8 40.2 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 74 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HIM Loss Clg HTM Gain ftBtut""F ft'--F/&th Bhh1t' HUI BtLMt' Bl h Walls 12F-Osw Frm wall,wd ext, 1/2"wood shth,r-21 cav ins, 1/2"gypsum n 657 0.065 21.0 5.51 3621 0.90 589 board int fnsh,2'k6"wood frm, 16"o.c.stud e 661 0.065 21.0 5.51 3644 0.90 593 s 596 0.065 21.0 5.51 3288 0.90 535 sw 69 0.065 21.0 5.51 378 0.90 61 w 619 0.065 21.0 5.51 3409 0.90 555 all 2602 0.065 21.0 5.51 14340 0.90 2334 15A-15s3oc-8:Bg wall.light dry soil,empty core.concrete block wall. n 276 0.061 15.0 5.18 1429 0 0 r-15 ins, 10"thk e 360 0.061 15.0 5.16 1859 0.07 24 s 324 0.061 15.0 5.16 1673 0.07 21 w 360 0.061 15.0 5.16 1859 0.07 24 all 1320 0.061 15.0 5.17 6819 0.05 69 RIM JOIST RIM JOIST n 54 0.240 20.0 20.4 1099 6.00 324 n 54 0.240 20.0 20.4 1099 6.00 324 e 62 0.240 20.0 20.4 1262 6.00 372 e 74 0.240 20.0 20.4 1506 6.00 444 s 54 0.240 20.0 20.4 1099 6.00 324 s 56 0.240 20.0 20.4 1140 6.00 336 w 62 0.240 20.0 20.4 1262 6.00 372 w 90 0.240 20.0 20.4 1832 6.00 540 all 506 0.240 20.0 20.4 10298 6.00 3036 Partitions (none) Windows 2 glazing,dr outs air gas,wd frm mat,dr innr, 1/4"gap, 1/8"thk:2 n 48 0.310 0 26.3 1262 10.0 480 glazing,dr outr,air gas,wd frm mat,clr innr, 1/4"gap. 1/8"thk;NFRC e 126 0.300 0 25.4 3205 33.7 4242 rated(SHGC=0.32);6.67 ft head ht s 10 0.300 0 25.4 254 18.8 188 w 163 0.300 0 25.4 4134 33.7 5471 at 347 0.300 0 25.6 8856 30.0 10382 2 glazing,dr outr,air gas,wd fm,mat,dr innr, 1/4"gap, 1/8"thk:2 e 6 0.280 0 23.7 142 34.3 206 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap. 1/8"thk:NFRC w 38 0.280 0 23.7 902 34.3 1305 rated(SHGC=0.33);6.67 ft head ht all 44 0.280 0 23.7 1045 34.3 1511 -444- wrightsoft' 2019-Dec-03 102837 ,, •• -• • Rtght-Suwe®Universal 201818.016RSU11649 Pagel C UJsers4cevInkDoamentsv3922 JAMIE ROSE CTnp Calc=MJ8 Frort Door faces:N 2 glazing,cir outr,air gas.wd frm mat,clr innr, 1/4"gap, 1/8"thk:2 e 15 0.290 0 24.6 369 32.6 489 glazing.clr outr,air gas,wd fmi mat.clr Innr, 1/4"gap, 1/8"thk;NERC rated(SHGC=0.31);6.67 ft head ht Doors 11 P0:Door,mtl pur core type e 21 0.290 10.5 24.6 516 7.25 152 s 41 0.290 10.5 24.6 1004 7.25 296 all 62 0.290 10.5 24.6 1521 7.25 4.48 Ceilings 16B-50ad:Attic ceiling.asphalt shingles roof mat,r-50 cell ins.5/8" 1709 0.020 50.0 1.70 2898 0.97 1657 gypsum board int fnsh Floors 21A-32t:Bg floor,light dry soil,8'depth 1384 0 020 0 1.70 2347 0 0 Flr floor,frm fir, 12"thkns,carpet flr fnsh, r-50 cav ins,gar ovr.Fir floor, 261 0.030 50.0 1.27 331 0.26 66 frm flr, 12"thkns,carpet flr fnsh,r-50 cav ins,gar ovr Flr floor,frm fir,6"thkns,carpet fir fnsh,r-50 cav ins.tight awl ovr,r-11 64 0.029 50.0 1.16 74 0.18 11 wall insul:Flr floor,frm flr,6"thkns,carpet flr fnsh.r-50 cav ins,tight awl ovr,r-11 wall insul Aid wrightsaft' 2019-Deo-03 1028;37 Right-SOWEDUrrversal 2018 18.0.16 RSU11649 Page 2 C:Users*evinVoamerts4922 JAMIE ROSE CTryp Calc=MJ8 Front Door faces,N Component Constructions .10i3:p Date: Nov 27,2019 Rooml By. Project Information For: VENNEHJEM 4922 JAMIE ROSE CT,EAGEN,MN Design Conditions Location: Indoor. Heating Cooling Minneapolis/Blaine,MN,US Indoor temperature(°F) 70 75 Elevation: 912 ft Design TD(°F) 85 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(gr/lb) 31.8 40.2 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 74 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insui R Htg H71N Loss Gig HiM Gain R' BntVR"F rt'-'FIBt h BhhW Bt h 8tth 8th Walls 15A-15s3oc-8: Bg wall,light dry soil,empty core,concrete block wall, n 276 0.061 15.0 5.18 1429 0 0 r-15 ins. 10"thk e 360 0.061 15.0 5.16 1859 0.07 24 s 324 0.061 15.0 5.16 1673 0.07 21 w 360 0.061 15.0 5.16 1859 0.07 24 all 1320 0.061 15.0 5.17 6819 0.05 69 RIM JOIST RIM JOIST n 54 0.240 20.0 20.4 1099 6.00 324 e 62 0.240 20.0 20.4 1262 6.00 372 s 54 0.240 20.0 20.4 1099 6.00 324 w 62 0.240 20.0 20.4 1262 6.00 372 all 232 0.240 20.0 20.4 4722 6.00 1392 Partitions (none) Windows 2 glazing,dr outr,air gas,wd fnn mat,dr innr. 1/4"gap, 1/8"thk:2 n 48 0.310 0 26.3 1262 10.0 480 glazing,dr outr,air gas.wd frm mat,dr innr, 1/4"gap. 1/8"thk:NFRC rated(SHGC=0.32);6.67 ft head ht Doors (none) Ceilings (none) Floors 21A-32t:Bg floor,light dry soil,8'depth 1384 0.020 0 1 70 2347 0 0 wriightsoft' 2019-Dec-03 1028137 Pe 3 w.. _ �..,-R. RigU-Sute®Unversal201818.0.16RSU11649 9 C: 922 JAMIE ROSE CT np Calc=M R Frort Door faces N Component Constructions Job. Date: Nov 27 2019 Room2 By: Project Information For: VENNEHJEM 4922 JAMIE ROSE CT,EAGEN,MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/Blaine,MN,US Indoor temperature(°F) 70 75 Elevation: 912 ft Design TD(°F) 85 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(gru )) 31.8 40.2 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 74 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain r' B1.h1 'F te--°FBhh BMRI' Blip BfJYWN Blah Walls 12F-0sw.Frm wall,wd ext, 1/2"wood shth, r-21 cav ins, 1/2"gypsum n 324 0.065 21.0 5.51 1786 0.90 291 board int fnsh,2'k6"wood fnn, 16"o.c.stud e 285 0.065 21.0 5.51 1571 0.90 256 s 283 0.065 21.0 5.51 1561 0.90 254 w 273 0.065 21.0 5.51 1502 0.90 244 all 1165 0.065 21.0 5.51 6420 0.90 1045 RIM JOIST:RIM JOIST n 54 0.240 20.0 20.4 1099 6.00 324 e 74 0.240 20.0 20.4 1506 6.00 444 s 56 0.240 20.0 20.4 1140 6.00 336 w 90 0.240 20.0 20.4 1832 6.00 540 all 274 0.240 20.0 20.4 5576 6.00 1644 Partitions (none) Windows 2 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap. 1/8"thk:2 e 66 0.300 0 25.4 1679 33.7 2222 glazing,dr outr,air gas,wd frm mat,dr innr,1/4"gap, 1/8"thk;NFRC w 68 0.300 0 25.4 1717 33.7 2273 rated(SHGC=0.32);6.67 ft head ht all 134 0.300 0 25.4 3396 33.7 4495 2 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap. 1/8"thk:2 e 6 0.280 0 23.7 142 34.3 206 glazing.dr outs air gas,wd frm mat,dr innr, 1/4"gap, 118"thk;NFRC w 38 0.280 0 23.7 902 34.3 1305 rated(SHGC=0.33);6.67 ft head ht all 44 0.280 0 23.7 1045 34.3 1511 Doors 11 P0:Door,mtl pur core type e 21 0.290 10.5 24.6 516 7.25 152 s 41 0.290 10.5 24.6 1004 7.25 296 all 62 0.290 10.5 24.6 1521 7.25 448 Ceilings (none) Floors Fir floor,frm fir,6"thkns,carpet fir fnsh,r-50 cav ins,tight crwl ow.r-11 64 0.029 50.0 1.16 74 0.18 11 wall insul:Fir floor frm fir.6"thkns.carpet fir fnsh,r-50 cav ins,tight crest ovr r-11 wall insul 4- wrightsoft' 2019-Deo-03 10:2837 - - Riga-Suite®Unversal 2018 18 0 16 RSU11649 Page4 C.Wsers*evulDoamerts14922 JAMIE ROSE CTriq Calc=MJ8 Frort Door faces N Component Constructions Job: p Date: Nov 27,2019 Room3 By: Project Information For: VENNEHJEM 4922 JAMIE ROSE CT,EAGEN,MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/Blaine,MN,US Indoor temperature(°F) 70 75 Elevation: 912 ft Design TD(°F) 85 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor Heating Cooling Moisture difference(gr/lb) 31.8 40.2 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 74 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HIM Loss Cig HIM Gain R' Buvek.'F ft.'Fi&uh BRINY RIP WA' Btt Walls 12F-Osw Frm wall,wd ext, 1/2"wood shth,r-21 cav ins, 1/2"gypsum n 333 0.065 21.0 5.51 1835 0.90 299 board int fnsh,2'5(6"wood frm, 16"o.c.stud e 376 0.065 21.0 5.51 2073 0.90 337 s 313 0.065 21.0 5.51 1727 0.90 281 sw 69 0.065 21.0 5.51 378 0.90 61 w 346 0.065 21.0 5.51 1907 0.90 310 all 1437 0.065 21.0 5.51 7921 0.90 1289 Partitions (none) Windows 2 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap, 1/8"thk:2 e 60 0.300 0 25.4 1526 33.7 2020 glazing,dr outr,air gas,wd fan mat,dr innr, 1/4"gap, 1/8"thk;NFRC s 10 0.300 0 25.4 254 18.8 188 rated(SHGC=0.32),6.67 ft head ht w 95 0.300 0 25.4 2417 33.7 3199 all 165 0.300 0 25.4 4198 32.8 5407 2 glazing,dr outr,air gas.wd frm mat,dr innr, 1/4"gap, 1/8"thk:2 e 15 0.290 0 24.6 369 32.6 489 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap, 1/8"thk;NFRC rated(SHGC=0.31);6.67 ft head ht Doors (none) Ceilings 168-50ad.Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,5/8" 1709 0.020 50.0 1.70 2898 0.97 1657 gypsum board int fnsh Floors Fir floor,frm fir, 12"thkns,carpet fir fnsh,r-50 cav ins,gar ovr Flr floor. 261 0.030 50.0 1.27 331 0.26 66 frm fir, 12"thkns,carpet fir fnsh,r-50 cav ins.gar ovr wrightsoft' 2019-Dec-03 10.28:37 •••••••----, Riga-Sute®Unversal 2018 18 016 RSU11649 Page 6 - : C uJsersU ewrnDoamer1aK922 JAMIE ROSE CTnp Calc=M18 Frort Door faces:N Right-J®Worksheet Job: Entire House Date: Nov 27,2019 By: 1 Room name Entre House Room1 2 Exposed well 487 6 ft 152.0 ft 3 Room height 90 ft 8 9.0 ft heat/cool 4 Room dimensions 1.0 x 1384.0 ft 5 Room area 4540.5 It' 13840 ft Ty Construction U-due Or HTM Area (ft') Load Area (ft') Load number (8th -°F) (Btuhrfr) or perimeter (ft) (Btu h) or perimeter (ft) ( ) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12F-09w 0.065 n 5.51 0.90 657 657 3621 589 0 0 0 0 II 15A-15s3oo-8 0.061 n 518 0.00 324 276 1429 0 324 276 1429 0 I G2 alaana,dr out. 0.310 n 26 29 1000 48 0 1262 480 48 0 1262 480 . W RIM JOIST 0240 n 20.35 600 54 54 1099 324 54 54 1099 324 11 W RIM JOIST 0.240 n 20.35 600 54 54 1099 324 0 0 0 0 12F Osw 0.065 e 5.51 0.90 829 661 3644 593 0 0 0 0 2 glazing.dr ou7, 0.280 e 23.74 34.35 6 0 142 206 0 0 0 0 2 glazing,dr out. 0.290 e 24 59 3261 15 0 369 489 0 0 0 0 2 glaring,dr outr. 0.300 e 2544 33.67 126 0 3205 4242 0 0 0 0 D 11P0 0290 e 2459 7.25 21 21 516 152 0 0 0 0 W 15A-15s3oc-8 0061 e 516 0.07 360 360 1859 24 360 360 1859 24 W RIM JOIST 0240 e 20 35 6.00 62 62 1262 372 62 62 1262 372 W RIM JOIST 0240 e 20 35 600 74 74 1506 444 0 0 0 0 1,N 12F-09N 0.065 S 5.51 0.90 647 596 3288 535 0 0 0 0 I{ (_; 2 glazing.dr out. 0.300 s 2544 18.81 10 0 254 188 0 0 0 0 D 11P0 0.290 s 24.59 7.25 41 41 1004 296 0 0 0 0 W 15A-15s3oc-8 0.061 s 5.16 0.07 324 324 1673 21 324 324 1673 21 W RIM JOIST 0240 s 20.35 6.00 54 54 1099 324 54 54 1099 324 W RIM JOIST 0.240 s 20 35 600 56 56 1140 336 0 0 0 0 W 12F-09N 0.085 sw 551 090 69 69 378 81 0 0 0 0 W 12F-09N 0.065 w 5.51 0.90 819 619 3409 555 0 0 0 0 -G 2 glazing.dr our. 0280 w 23.74 34.35 38 0 902 1305 0 0 0 0 G 2 glazing.dr out. 0.300 w 25.44 33.67 163 0 4134 5471 0 0 0 0 W 15A-15s3oc-8 0.081 w 5.16 0.07 360 360 1859 24 360 360 1859 24 W RIM JOIST 0.240 w 20.35 6.00 62 62 1282 372 62 62 1262 372 W RIM JOIST 0.240 w 20.35 6.00 90 90 1832 540 0 0 0 0 C 1613-50ad 0 020 - 1.70 0,97 1709 1709 2898 1657 0 0 0 0 F 21A-32t 0.020 - 1.70 0.00 1384 1384 2347 0 1384 1384 2347 0 F Fir door,frm fir. 0.030 - 1.27 0.26 261 261 331 66 0 0 0 0 F Rr floor,frm fir, 0.029 - 1.16 0.18 64 64 74 11 0 0 0 0 6 c)AED exarsion 528 -13 Envelope loss/gain 48898 20532 15150 1928 12 a) Infiltration 6139 499 841 52 b) Room ventilation 17688 5326 0 1335 13 Internal gains. Occupants© 230 6 1380 0 0 Appirarloes+other 0 0 Subtotal(lines 6 to 13) 72726 27737 15791 3315 Less external Toad 0 0 0 0 Less transfer 0 0 0 0 Redistibuton 0 0 0 0 14 Subtotal 72726 27737 15791 3315 15 Dud loads 0% 0% 0 0 -0% 0% 0 0 Total room Ioad 72726 27737 15791 3315 Air required(dm) 1303 1303 283 156 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -++f wrIghtsoft' 2019-Dec-0310.2837 -, Right-Sate®Universal 2018 18.0.16 RSU11649 Page 1 C:VJsersr cevirtDoamerrh14922 JAMIE ROSE CTnq Caic=MJ8 Front Door faces.N Right-J® Worksheet Job:Date: Nov 27,2019 Entire House By: 1 Room name Room2 Room3 2 Exposed wall 156 O ft 1796 ft 3 Room height 90 ft heatlmd 9.0 ft heatcod 4 Room dimensons 1.0 x 1448 O ft 10 x 1708 5 ft 5 Room area 14480 f' 1708.5 ft' Ty 1 Cor>sw on U-)slue Or HTM Area number (Bluh4F-°F) (Btuhf') or pen(meter (ft) (BGfi) or penmeter (ft) (B0.d1) - I i I Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw 0.065 n 5.51 0.90 324 324 1786 291 333 333 1835 299 It 15A-15s3oo-8 0.061 n 5.18 0.00 0 0 0 0 0 0 0 0 It G2 glaanq.dr out. 0310 n 28.29 1000 0 0 0 0 0 0 0 0 W RIM JOIST 0.240 n 20.35 600 0 0 0 0 0 0 0 0 1 1 W RIM JOIST 0.240 n 20.35 600 54 54 1099 324 0 0 0 0 N12F-09w 0.065 e 5.51 0.90 378 285 1571 256 451 376 2073 337 2 glazing,dr out. 0.280 e 23.74 34.35 6 0 142 206 0 0 0 0 2 glazing.dr out, 0.290 e 24 59 32.61 0 0 0 0 15 0 369 489 2 glazing.dr out222 . 0.300 e 2544 33.67 66 0 1679 2 60 0 1526 2020 11P0 0.290 e 24.59 7.25 21 21 516 152 0 0 0 0 W 15A-15s3oo-8 0.061 e 516 0.07 0 0 0 0 0 0 0 0 W RNAAJOIST 0.240 e 20.35 6.00 0 0 0 0 0 0 0 0 VV RIM JOIST 0240 e 20 35 6.00 74 74 1506 444 0 0 0 0 V�! 12F-Osw 0.065 s 5.51 0.90 324 283 1561 254 323 313 1727 281 t► G 2 glazing.dr out. 0.300 s 25.44 18.81 0 0 0 0 10 0 254 188 D 11P0 0.290 s 24.59 7.25 41 41 1004 296 0 0 0 0 W 15A-15s3oo-8 0061 S 5.16 007 0 0 0 0 0 0 0 0 W RIM JOIST 0.240 s 20.35 6.00 0 0 0 0 0 0 0 0 W RIM JOIST 0.240 s 20.35 6.00 56 56 1140 336 0 0 0 0 W 12F-0sw 0.065 sw 5.51 0.90 0 0 0 0 69 69 378 61 W 12F-Osw 0 065 w 5.51 090 378 273 1502 244 441 346 1907 310 -G 2 glazing,dr out, 0 280 w 23.74 34 35 38 0 902 1305 0 0 0 0 -G 2 glazing,dr out, 0 300 w 25.44 33 67 68 0 1717 2273 95 0 2417 3199 W 15A-15s3oo-8 0061 w 5.16 0.07 0 0 0 0 0 0 0 0 W RIM JOIST 0.240 w 20.35 6.00 0 0 0 0 0 0 0 0 W RtMJOIST 0.240 w 20.35 6.00 90 90 1832 540 0 0 0 0 C 16B-50ad 0020 - 170 0.97 0 0 0 0 1709 1709 2898 1657 F 21A-32t 0.020 - 1.70 0.00 0 0 0 0 0 0 0 0 F Flr floor.frm ftr, 0 030 - 1.27 026 0 0 0 0 261 261 331 66 F Flr fl ,frm fir, 0029 - 1.16 0.18 64 64 74 11 0 0 0 0 6 c)AED excursion 441_ 100 Envelope loss/gain 18032 9596 15716 9009 12 a) Infiltration 2800 228 2698 219 b) Room Ventilation 8844 2656 8844 1335 13 Internal gains Occupants qp 230 0 0 6 1380 Apptiancestolher 0 0 Subtotal(lines 6 to 13) 29676 12480 27259 11943 Less external load 0 0 0 0 I Less transfer 0 0 0 0 RedistnbAon 0 0 0 0 14 Subtotal 29676 12480 27259 11943 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load _ _ 29676 12480 27259 11943 Air required(dm) 532 586 488 561 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -+44- wrlghtsoft• 2019-Dec-03 10.28 37 RUn versa 18.0,16 RSU11649 Page 2 ACCALIsers4cevir>Doamerts'4922 JAMIE ROSE CTrt.p Caic=MJ8 Frog Door faces N EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development WHISPERING WOODS 14th ADDITION Lot Number 4 Block Number 2 Address 4922 Jamie Rose Ct. Builder Vennehiem Building Corp. Phone Number: 952-807-3828 Contact: Joe HiIla Tree Protection Requirements: Tree Protection Fencing Installed on Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed X Other: (preserved trees uphill from construction area; no tree protection fence required) Replacement Trees: X Not Required As Follows: Attachments: X Yes (Refer to attachod documents for&teils) No EAGAN FORESTRY DIVISION r Additional Notes: REVIEWED By A-D4M DATE ►Zt igl(I!4 I-1:\2019 FILE\Tree Preservation\4922 Jamie Rose Ct-Whispering Woods\TRE",PRESERVATION PLAN-Whispering Woods 14th Addition Lot 4 Block 2.docx ` o U) n z — \ `�AMlE RO ' COU 9 9�� t, R T q ^� •5� I S'' 974 4 974.6 974.8 "�.it•601 ti s-6 ",.yaS�,,,i) y ro� 4.53 224° N04°23 56 nW y� N���d /� //�\ 75. / / /'`rqe' 975.2) �V 70 95 co 9)6 _ N G7 B N \d• 9�6/ Hv ` �' \o Z Alii t o AtlM3 5 D r- IP' 1;�p/� �. \!400 g• `y C,q m 0350d0ad976 L c" .j 0S'££ 1 w v z "1 acs, ,i- l / �y V A° HBO \\\. -.'". 2 F a 3F rn Dr)1 10p ��9,0, P78 -�KO��y !! 1 x q 6GS/ 9B �� v P N S / 9B? 40� An0 94'b£ � g 9 984 • 418"0 o Oy S,9 0� m al X59„,4- ` 98 86 ... 1 4 w I :f° 8 ?J ` N 990 • V�b \0 00 ,w I Z S� 992, k x �/ ' 978\ CO 0S N O r (9e�5� tO tO o \ 0 9150 I G4 • x - �� 0.--) x- 99 O\ co m982 I .: _, o ORAIN \ 984 I • Co -Jo- •O� 994-.49644-"C 47'£RPC ` ,c°'n 9886 SIJ lA/f r 0 (..5. — 4'9900 t7 r7,71i7RWW C11);n1,, X9;3 992 85o ; o Yk� 14/ W � � J a fIT. o� o m m YY V��` , ,6 98 0 co to 0 o m m 3 �.ao � � L1 r'1 / x� ‘43n) o. oR D Lfv1rr A c S //1�L,f/7V A! \� 8 N m !V K w 3• 3 i CO �O d o x r. = PHI o T .i mw n+t- zg 73 D v Z f° p o . A vniitiiiuriti d .T7 en 0 3 = a 73 m a D z-m a .Z) a C7 h 0 c d c C7 vzCCC Ch 3 ° S' 3= 7 XI r- µ p dnams1� =om m Z” oam = " mN .s. m_ a m N D a.c u u it u u u n z 7 wmco N O m S -TI V:VF+NC N a < Svv T. ° So Uc1 -- v - gm £ 3 -"0 ? 3 O r � N p . $ ..dam m x,a ,ca D �' R� 3o � a ?m p, m ° o 1.1D WJ° cx oC ° N3 ° 9 = c .$ m J r., .8 Y. op ;'2 Ox8No ^K ? aOo o wA WW c. va ~ rn m o. F . 3 Nm° ° o ° ° • z ° am ` N'' ig-O = _ 3 v» i 0-- O ^ N m °-ro a S.92 m , ,-.13 j 0.1 N ?.° A�' G d p a = m o N . y a< 14 in m 5. O ° a.7 J 6 V S j N d d a .1 -if,' i a A IN C 0 g 6 Z z m O K ° I9 2 _'K. O d O X A° 3 0° o 9 ° n y o 4�ao $ i2 -oo< 03 n ° m c 01 a ECL = g o n m ° t 3 » 2 P. 173 1.1,' s n m w a o CERTIFICATE OF SURVEY James R. Hill, Inc. w o e n y FOR =� ..m m o N). D. Vennehjem Building Corporation PLANNERS/ENGINEERS/SURVEYORS �, a'z 4 m i o m m Lot 4,Block 2,WHISPERING WOODSOf 2500 WEST C.R.42,SURE 120,BURNSVILLE MN 55337 o " 0 ` FOURTEENTH ADDITION, / Dakota County,Minnesota PHONE.952.890.6044 uwx.jrhinc.crom • - 4922 Jamie Rose Ct r 44, 14 4,',7:,,,,,..,.‘._„..0 � �y „-. 44k • AlA y Mit y m w if w" if ' . y W 1 'Li 4. '. . t �zR ,-.--",- .��; ` i , - tw. AL - ' .:,.'\ ,, * . ,i'l - -4:41, ., i;st '"..t.,- ,, ,,,- - , -- at i ' 1....i:4,, __ ''' .,,,,.•• . 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O 0 ❑ • Lot Square Footage O 0 0 • Lot Coverage ELEVATIONS Existing O 0 ❑ • Property corners O 0 0 • Top of curb at the driveway and property line extensions 0 ❑ 0 • Elevations of any existing adjacent homes O ❑▪ ❑ ❑❑ • Adequate footing depth of structures due to adjacent utility trenches • Waterways(pond,stream,etc.) Proposed O ❑ 0 • Garage floor O ❑ ❑ • Basement floor O ❑ ❑ • Lowest exposed elevation(walkout/window) O 0 0 • Property corners ❑✓ ❑ 0 • Front and rear of home at the foundation • PRV Required PONDING AREA(if applicable) ❑ 0 0 • Easement line ❑ 0 ❑ • NWL ❑ ❑,r ❑ • HWL ❑ ❑✓ 0 • Pond#designation ❑ 0 ❑ • Emergency Overflow Elevation ❑ 0 ❑ • Pond/Wetland buffer delineation No • Shoreland Zoning Overlay District IMM • Conservation Easements DIMENSIONS O 0 0 • Lot lines/Bearings&dimensions O ❑ ❑ • Right-of-way and street width(to back of curb) ❑✓ ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) 0 ❑ ❑ • Show all easements of record and any City utilities within those easements O 0 ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ ❑ 0 • Retaining wall requirements: Reviewed By: Dave Westermayer Date G:/1 Engineering/Forms/Cert.of Survey Checklist Fillable 6-28-19 elosauu!W 'Auno0 elm0 wo3'aulgJl'nmwu M9'068756.3N0Hdr L££9S NW'3l1IASNlif19`OZ I.311(15'Zi '9'01S3M0092 NOINI00d/ IHN331Hf103 Q, z 1-0 3 Z ,L Sd0A3Ad(1S/Sa33NIJN3/Sd3NNdld ivir SOOOM 9NI03dSIHM'Z HoolB`b lol Z m N o Noua����od�o� 6uip�in8 we[gouua� o N o N W T ~ ��u� `II!H �� sewer T W ar oM W U rn a N Jl3MIf1S 30 31d0IiI1S30 T M Ii Ii !L c U (13 L T:°CI -0 cu O h o L Q 0 cu Z c c `~ a°i v °� -O C t 0 > CO O v a c y o C L. 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