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4210 Brookview Ct
a-qL) R( Use BLUE or BLACK Ink Z6 D --- L �, I For Office Use I Permit#:_ � l City of Eakan I Permit Fee: �or I 3830 Pilot Knob Road Eagan MN 55122 /110 04 1 Date Received: Phone: (651)675-5675 \ I LV I Fax: (651)675-5694 �2,� I Staff: .JUN 1 b 1016 '----------------- 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: �'�"l Site Address: Lto Unit#: Name: N(1Vsok J4 A,# Phone: Resident/ 6 W� qr a �✓ CS 73 OWner; Address/City/zip: �Vi Applicant is: Owner Contractors �6X ,. �. Type of Work, .# Description of work: �G✓ ��1t Construction Cost: Multi-Family Building: (Yes m /No>L-) 6 Company: i " b,<4l- AIV,4� Contact:_&,Ot% ` / WOO/ / i Address: �. b WOO/ YNoal d, City: tAfk � � Contractor State: lid Zi p: Phone: Email: ✓tam OJ �,��- dAAel o 1101^- License#: �1 Lead Certificate#: � f If the project is exempt from lead certification, please explain why: f w � a..«.�..�..�.,.u..,»�«.�.,w.�»x+.u.».«h...�_�,::..w.,,:.e,R,��.....�.,�.,.,.,..„..�. �.v,.,.:�...,., ._.««�.:,.��... ..«�..,e...,...,.-N»;«.��.:...,.m....,«..»..e.�..�,..........»...: ,......,,.�M.:....»..w,,.,»..«.,»_,«.�..«.........««...-s 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 4No If yes,date and address of master� plan: .�-'` Licensed Plumber: �► �Jt.� 1✓`Y1 Phone: - q� Z_0V Mechanical Contractor: 1 Phone: 763 Sewer&Water Contractor: 0001 f C,p Phone: cZs 2-7-1 " '7 L"8 Fire Suppression Contractor: K/ A J Phone: NOTE.Plans and supporting documents that you submit are considered to be public inform ation. Portions of the Information maybe 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.gopherstateonecall.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. 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.�-�^ A L. t ( 11'tu <,.V x Applicant's Printed Name Ap licant's Signature Page 1 of 3 1 DO NOT WRITE BELOW THIS LINE SUB TYPES �21 O Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex Lower Level Pool 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 * ,� Valuation s Occupancy MCES System Plan Review Code Edition IA,4 0 // SAC Units (25%_ 100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length / Fire Suppression Required Type of Construction Width l 61 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 Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final Framing ,1vl< Drain Tile Fireplace: Rough In Air Test ,Final Siding:_Stucco Lath Stone La _Brick Insulation Windows Sheathing Retaining Wall: _Footings^ Backfill_Final Sheetrock >C Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC ;?/ - � City SAC Utility Connection Charge S&W Permit&Surcharge k 4-/o, `� , . r Treatment Plant (> v Copies /�`t� `' 3 o TOTAL 7 J Page 2 of 3 � 5-f7711 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted panel. Mailing Address of the Dwelling or Dwelling Unit City 4210 Brookview Court Eagan Name of Residential Contractor MN License Number HEATING a AIR CONGrTIGNtNG Thorson Homes S,Nc [ 31-7 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) Active(with fan and monormteror other o c system mortitaing device) CL N � 21 Location(or future location)of Fan: a T ca c _ 0- 6 a 3 V o -a 0 Q m m d U a °ro c y C ` T > C O y N O O. LL z O Insulation Location •O Z m O O Lu T m o O) If E p p M W i°— c z LZ I ir u u g iY Other Please Describe Here Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist(1st Floor) 20 ILI Rim Joist(2nd Floor+) Wall Ceiling,flat L4 01 Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated;areas Building envelope air tightness: Duct system airtightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: ,L X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Select Type Appliances Heating System Domestic Water Heater Cooling System X Not required per meth.code Fuel Type NAT GAS NPT GAS R410A + Passive ,� Manufacturer CARRIER At d (rf.( CARRIER Powered Model 59TN6A100 �Z2 J;n 2SI 24ABB348 Interlocked with exhaust device. Describe: Input in Capacity Output Other,describe: Rating or Size BTUS: 100,000 in( �f in Tons: 4 AFUE or SEER Location of duct or system: Efficiency HSPF% 96% /EER 13 Heating Loss Heating Gain Cooling Load Residential Load Calculati 89,902 42,651 3.55 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM 1 "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 X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 1 93 High: 1 185 Location of duct or system: Balanced Ventilation capacity in cfms: MECHANICAL ROOM Location of fan(s),describe: I Cfm's Capacity continuous ventilation rate in cfms: 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 4 "metal duct 1 i 4290 Brookview Ct, Eagan HVAC Load Calculations for Thorson Homes I i i RHVACR"'D]"`n" i i i 1 Prepared By: Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley, MN 55427 763-542-1166 Monday, May 16,2016 i i 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. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Revelopment,Inc. Flare Heating&NC Inc. �4210.$rgokview fit; caii _• Golden Valley,mN 55427-3700' ` Page 2, Project Report Project Title: 4210 Brookview Ct, Eagan Designed By: Josh Project Date: Monday, May 16, 2016 Client Name: Thorson Homes Company Name: Flare Heating &Air Conditioning Company Representative: Josh Schindele Company Address: 9303 Plymouth Ave N Company City: Golden Valley, MN 55427 Company Phone: 763-542-1166 Company Fax: 763-542-3101 Company E-Mail Address: jschindele @flareheating.com Company Website: www.flareheating.com i Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -16 -16.32 n/a n/a 72 n/a Summer: 93 71 34% 50% 72 22 <, i Total Building Supply CFM: 1,649 CFM Per Square ft.: 0.310 Square ft. of Room Area: 5,321 Square ft. Per Ton: 1,497 Volume (W)of Cond. Space: 47,887 Total Heating Required Including Ventilation Air: 89,902 Btuh 89.902 MBH Total Sensible Gain: 35,646 Btuh 84 % Total Latent Gain: 7,005 Btuh 16 % Total Cooling Required Including Ventilation Air: 42,651 Btuh 3.55 Tons(Based On Sensible+ Latent) 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. \\flarPChc\rmmnanv \Thnrsnn Hnmas A91 Rrnnkvimw r.niirt Pnnnn rhQ AAnnrlav Unw 1F )n1R 7.17 PM Rhvac-Residential&Light Commercial HVAC Loads: Elite.Software,Development, nc. Flare Heating&A/C Inc. 421Uroakviewt,�Esgan Golden Valley,MN 55427-3700 = ` Page 3` Total Building Summary Loads k " * 2A-v-o: Glazing-Double pane low-e(e 0.60), operable 756 19,295 0 15,404 15,404 window, vinyl frame, outdoor insect screen with 50% coverage, u-value 0.29, SHGC 0.22 11 N: Door-Metal - Polystyrene Core 38 1,170 0 426 426 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 3632 20,776 0 5,027 5,027 cavity, no board insulation, siding finish, wood studs 15A-10sfoc-4: Wall-Basement, concrete block wall, R-10 388 2,131 0 137 137 foam board to floor, no framing, no interior finish, open core, 4'floor depth 15A-1 Osfoc-8: Wall-Basement, concrete block wall, R-10 900 3,643 0 0 0 foam board to floor, no framing, no interior finish, open core, 8'floor depth 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 221 1,264 0 306 306 ; insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1852 3,260 0 2,074 2,074 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1773 4,213 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 79 243 0 44 44 R-30 blanket insulation, any cover Subtotals for structure: 55,995 0 23,418 23,418 People: 5 1,000 1,150 2,150 !: Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 342, Summer CFM: 275 32,073 3,977 6,165 10,142 Ventilation: Winter CFM: 93, Summer CFM: 93 1,834 1,345 438 1,782 Exhaust: Winter CFM: 340, Summer CFM: 340 AED Excursion: 0 0 1,046 1,046 !; Total Building Load Totals: 89,902 7,005 35,646 42,651 MINE i Total Building Supply CFM: 1,649 CFM Per Square ft.: 0.310 Square ft. of Room Area: 5,321 Square ft. Per Ton: 1,497 Volume (ft')of Cond. Space: 47,887 Total Heating Required Including Ventilation Air: 89,902 Btuh 89.902 MBH Total Sensible Gain: 35,646 Btuh 84 % Total Latent Gain: 7,005 Btuh 16 % Total Cooling Required Including Ventilation Air: 42,651 Btuh 3.55 Tons(Based On Sensible+ Latent) Mat 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. \\flarachc\rmmnanu \Thnrsnn Hnmac A91 Rrnnk\/IA\A/r.niirt Fanan rhQ RAnnrlav NAav 1F 9n1A 7.17 PAA Thorson Homes, 4210 Brookview ct, Eagan 2015 Mechanical & Energy Code —Ventilation, Makeup, and Combustion Air Calculations Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2,2015 Minnesota Energy Code) Square feet(Conditioned area including 5321 185 Basement—finished or unfinished) Total required ventilation 4 93 Number of bedrooms Continuous ventilation Directions- Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form. The table and equation are below. Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ 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 100150 115/58 130/65 145/73 2001-2500 80/40 95/48 110155 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100150 115/58 130165 145/73 160/80 175/88 3501-4000 110155 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 1 M 200/100 215/108 5501-6000 150/75 1 165/;83 180/90 195/98 210/105 225/113 Equation R403.5.2 2015 Minnesota Energy Code (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] =Total ventilation rate(cfm) Example: (0.02 x 3000) +[15 x(3 + 1)] =Total ventilation rate = 120 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 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 continuously may have automatic cycling controls providing the average flow rate for each hour is met. 1 Thorson Homes, 4210 Brookview ct, Eagan Section B Ventilation Method Choose either balanced or exhaust only) ®Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy ❑Balanced powered intake and exhaust Recovery Ventilator)—cfm of unit in low must not exceed Continuous fan rating in cfm continuous ventilation rating by more than 100%. Low cfm: High cfm: Continuous fan rating in cfm(capacity must not exceed 93 1 continuous ventilation rating by more than 100%) T _j Directions- Choose the method of ventilation;balanced utilizing a HRV or ERV, or balanced utilizing a powered intake and exhaust. When utilizing a single stage HRV or ERV, or a powered intake and exhaust, only the low cfm will be entered in the ventilation form. The balance of the total ventilation is required to be provided by additional ventilation fans. Be advised, fans that are utilized for the continuous and total ventilation requirements must be 1 sone or less and be rated for continuous duty. 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 Schedule Description Location Continuous Total Ventilation Exhaust fan Main bathroom 80 Exhaust fan Master bathroom 80 Hood Kitchen 150 Directions- The ventilation fan schedule should describe what the fan is being used for, the location, cfm, and whether it is used for continuous or total ventilation. The HRV, ERV or fan that is being utilized for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rating. (For instance, if the low cfm is 40 cfm, the continuous ventilation HRV or 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 ventilation For this specific example, a single speed HRV is being utilized for continuous ventilation.The HRV is a supply- return duct installation. The furnace blower will be interlocked with the HRV, both of which will operate continuously. The balance of the total ventilation will be met with bathroom fans. Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance;in addition, 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 and interfaced with the air handling equipment. Installation must conform to the manufactures'installation instructions. The installation must be capable of delivering air to each habitable space in the structure. Air distribution may be provided by a forced air circulation system, separate duct system or individual inlets. Section E Make-up air for ventilation Passive (determined from calculations from 2015 Minnesota Mechanical Code,Table 501.4.1) Powered(determined from calculations from 2015 Minnesota Mechanical Code,Table 501.4.1) Interlocked with exhaust device(determined from calculations from 2015 Minnesota Mechanical Code,Table 501.4.1) Other,describe: Location of duct or system ventilation make-up air: (Determined from make-up air opening table,Table 501.4.2.) NR I Cfm -115 1 Size and type(round,rectangular,flex or rigid) (NR means not required) 2 Thorson Homes, 4210 Brookview ct, Eagan Directions-In order to determine the makeup air for ventilation, Table 509.4.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. 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 501.4.2 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 ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS Additional makeup air will be required for combustion appliances,see KAIR method for calculations One or multiple power One or multiple fan- One atmospherically Multiple vent or direct vent assisted appliances vented gas or oil atmospherically appliances or no and power vent or appliance or one solid vented gas or oil combustion appliances direct vent appliances fuel appliance appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a)pressure factor 0.15 0.09 0.06 0.03 cfm/sf b)conditioned floor area(sf) 5321 (including unfinished basements) Estimated House Infiltration(cfm): ]gg [1a x 1b] 2.Exhaust Capacity a)clothes dryer(cfm) 135 135 135 135 b)80%of largest exhaust rating (cfm);50 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) c)80%of next largest exhaust rating(cfm);50 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 263 2a+2b+2c 3. Makeup Air Quantity(cfm) a)total exhaust capacity(from 263 above b)estimated house infiltration(from egg above Makeup Air Quantity(cfm); [3a-3b] -.535 (if value is negative,no makeup air is needed 4. For makeup Air Opening Sizing, N/A 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 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 oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. 3 Thorson Homes, 4210 Brookview ct, Eagan Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2, 2015 Minnesota Mechanical Code One or multiple power One or multiple fan- One atmospherically Multiple vent,direct vent assisted appliances vented gas or oil atmospherically vented Duct appliances,or no and power vent or appliance or one solid gas or oil appliances or diameter. combustion appliances direct vent appliances fuel appliance solid 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 47-69 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 >679 >419 >290 >179 NA air 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 Make-up air for combustion Not required per mechanical code(No atmospheric or power vented appliances) X Passive(see IFGC Appendix E,Worksheet E-1) Size and type 1 4"Rigid duct or 5"Flex 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. 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 (KAIR). For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical room that is 10 feet wide by 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power vented water heater. 4 Thorson Homes, 4210 Brookview ct, Eagan 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 X Direct Vent Input: 100.000 Btu/hr (not fan-assisted &Power Vent Water Heater: _Draft Hood X Fan Assisted _Direct Vent Input: 75.000 Btu/hr not fan-assisted &Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 2608 ft' Step 3: Determine Air Changes per Hour(ACH)l 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. 4a.Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75.000 Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: 3750 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 Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-fan-Assisted Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Non-Fan-Assisted(RVNFA) Total Required Volume(TRV)=RVFA+RVNFA 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)divided by TRV(from Step 4a or Step 4b) Ratio= 2121 / 3,750 - .57 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1 - .57 - .43 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: 75.000 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in CAOA= 75 000 /3000 Btu/hr per in = 25 in Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .43 - 10.75 in 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= 3.7 in 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. 4" Hard Pipe 5" Flex 5 Thorson Homes, 4210 Brookview et, Eagan IFGC Appendix E, Table E-1 Residential 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 Non-Fan Assisted 1994 to Pre-1994 1994 to present Pre-1994 resent 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 21250 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 3,750 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 4,m 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 dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is.20 air changes per hour(ACH). 2. This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 6 City Inspection Egypt.COO City of Evan City orester Copy pY Applicant/Builder Copy i (BUILDER, PLEASE READ ATTACHMENTS) Development Case Estates Lot Number 10 Block Number 1 Address 4210 Brookview Ct. Builder Thorson Homes, Inc. Phone Number: 612-810-3597 Contact: Brian Thorson Tree Protection Requirements: X Tree Protection Fencing Installed on Site(Erosion tubes) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Two(2) Category B trees(>=2.5" caliper deciduous trees, or>= 6' hgt coniferous tree or clump deciduous tree). Per approved Tree Mitigation Plan install two(2)2.5" Autumn Blaze Maple trees in front yard. Attachments: EAGAN FOREST Y DIVISION X Yes (Refer to e ffMFV tails No BY Additional Notes: DA HAghove\2016file\treepres\Tree Preservation Plan Case Estates Lot 10 Mock 1 30 _,_ -I---- DIFFLEY R8A C.S.�►.H_ N0._ Z,_ ---I-----— -- -Ir----I--r'--I- - '► `°' �, . - Koss X ana ww 1t7 was ` 4 XM 4:�4 La x mu on. way /qO X ..::�'s,..:•i, %ULs %ML4 MA I ass .+4� 103.91 sq.4 C••Y�'y�; I 1 ms • eae LAN+ aa.x Xwt.I 00 T = `!` X. .rte nj Yi r � aw. O 1 •.! .ter-;-�• X4 . 1 z�aa —V--- I ara. a.+,Xaa. ; xou- - (e7iOI X°s X&A XI" ;`'; w° I 10 f °' 8an xtaa s \ xaws wa+ FA i site 1 is 604x is \ D Wdmd NA bag dorl 83644 (400A jmi soy •} 3. 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L bdd.at tins as Aadbd far aro.brr aontr@L 3.SMdaaa4tw and drab spy*wn dhown a mfnanwn d ijm 4.Conbaetar nwrst=enaaa!' t1a11"to S.Oanb!oata awi ar.ka dwo nrtWrueltm. e.Add r rwne.a Iamdotbn b dp an n pw d. Seder I'- 20' DrYdtlg pbn b7 xJ blept last decd D/S119 am used to dsblaYna praPasd We hwaby wft t°7hasan Nunn bte flat 9tb plan°r eP, tyimt abta9om shoat Martin. report fora h/tra r atdr wry Out apwv M W 1 L°ta a-9 91YW 1 2.7hb-, y dm not purport to arms troNeramanto r wmnamnoats, am a duly=d land 8Ynuyr:ndr UM bas et 9»Slob of EMwllan SSW PraFeaad kMdbrg ads'- en fa is of sbtrelorea °•a•lo,dstd oe/92/16. on No tat ettyt O mbed buldr prlr to as-br a:for app-ad awabuatba sWdA 9 ar wAnq.P.A. Mwwe PWM 4.xo soft ha Man m thb tot by the arrayw. Uaaa•ra W.l� The so b w�4Mrl But�I In rot vw 8ttt �m M� ple nst Purport b ohsa oesrnrNs eMr Man Ma-ahs.n Afawtnete parw Uawaa 11w 47200 urvbyr 6 Nab*�ps��Y+wM as beae an m aaw°ad dabs PION •r. P.A. Lot 10. Block 1. ...... �..._�, the �^ Certificate of Survey for. occarding to.the County. Mid plat lhoywf 1borSon Homes Inc t+r e.t ax'"at•tm gftee ap"nt Paatu Ookoto County, tAMna6oto mapwf4p - or AOdrem Di-Al, Coot Fopaa4 U m esat° 80%m y 55127 Nolan Moddh EIeaYBY p �u gg �gbc�u4pgyq� P:gjaw0.115277005 9:7886 by:Y1Yt Boyer: fitrkmnp Cl @beralbyfoeaiop i F- : rig ' z° In ,� N 8 3 fit (/1 C 4) N Z m L W" _ v� 1 <0 b 110 C.W[don: tip 1-2 Poor 7-avwsooa -- 9-M E..Il.m - 1 g';pW 0152 ' L , ��,OMU6F ODMl11UC00N Ff11Q _,-I-_ _ "-.�-� '-Y- $y'! MOVE IDUIONYOEUIN61lNFIED - I _ t G i I � \ w t t t f / I ` WWW sn f f' _ ltiJ c \ , f /,10 ✓�/� (J�l LOT SURVEY CHECKLIST FOR RESIDENTIAL y BUILDING PERMIT APPLICATION PROPERTY LEGAL: !® � ! C DATE OF SURVEY: LATEST REVISION: d c ea V O z Q DOCUMENT STANDARDS 0 ❑ • Registered Land Surveyor signature and company ,0° 0 0 • Building Permit Applicant ❑ ❑ • Legal description ❑ 0 • Address 0 0 • North arrow and scale ❑ 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ❑ ❑ • Directional drainage arrows with slope/gradient% iCl ❑ ❑ • Proposed/existing sewer and water services& invert elevation 0 ❑ ❑ • Street name 0 0 • Driveway(grade&width-in R/W and back of curb, 22' max.) 0 0 • Lot Square Footage IK ❑ ❑ • Lot Coverage ELEVATIONS Existing 0 0 • Property comers ❑ 0 * Top of curb at the driveway and property line extensions ❑ �' ❑ • Elevations of any existing adjacent homes 1EI ❑ 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond, stream,etc.) Proposed 0 0 • Garage floor ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation(walkout/Wndow) ❑ ❑ • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ 0 • Easement line 0 �' 0 • NWL 0 0 • HWL ❑ 0 • Pond#designation 0 0 • Emergency Overflow Elevation 0 1 * Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS '0 0 ❑ • Lot lines/Bearings&dimensions �e 0 0 • Right-of-way and street width(to back of curb) A� 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements ,ef ❑ 0 • Setbacks of proposed structure an#1524Vard setback of adjacent existing structures 0 0 • Retaining wall requirements: Reviewed By: Date GJFORMS/Building Permit Application Rev.11-26-04 CD DIFFLEY ROADl C_S.A.H._NO._30�1-----I----8�----- 4 .1 (U1 1�1U171 S1 .$+,_-_I__-_--I-- 639.7 839.3 83&0 .' ,.A e �� j al[Wid 840.4 838.5 k 841.8 841. 838.9 X 838.7 Required �� /� X 841.0 839.8 RY M2 A A / , ff >-144•.47>-X839.6 -? 842.2 A'p Ac E __ >- X 841.5 .2-1 T�H�O�'tE3 `-->-'-.-'� - 839.1 >-�- ->- �C'✓�4i��----->- / X 839.1 Q 840.1 842.4 - I �i�� 940.7tl�841.0 x 840. I x 839.9 / 839.4 / 840.9 •.'; `840.1 X 840.4 - _ 840.3 \ - 2Y --- -> -( ) I a.3 .. . (840.1) 841.8 z.s ao � . \/ 841.4 X 40.1 l�\ "A 841.5 ./ 26A `8420 835.2 =841. 841.4 X X 841.7 O Z x840.0h� N Z X 8 .4 z�842.6 :841'.2..:'.• 941.3 ILO 842.8 O Ot X 834.8 Z�i\" 842.4 X 8420 1 I 842.9 837.3 I 641.1 842.0 X 837.4 X 838_2 _ - _ _ (839.0) 840.3 X 840 5 X1341.6 _ X42:0 _ t 837.8 - - - - X840.4 \ / 38 k 840 � //i 8426X 441 N ►� �iy�l en C m ar X8 8 * \\ X 840.2 'k1 842.1 1 `,•' L.L 839.5 .2 %//\I\ ps I �� 1 . O r� 841.8 \I//I top of spike \ walkout grade r,cv v 94�r o elevation = 838.44 I o \ must be approved 842 ,o 1 (839.3) I tri by city 640.4 U �I 843.0 I\ X I� \ X \\I/j W X '�841.8 ....., .. �f�I L 841.9 841.1 841.2 \ X 841.0 / X 843.3 w ?y ---- 30.5 ---- o - -------- \x t.o 840.51 ;. N w I I X8425 28.50 COp 1 \ �`- 842.8 X ,:.842 .:. 843.1 X8 7 Y * 843.0 o I 23.50 / \ 00 v T O i \ X 940.9 O N O Cf nj I O> o on I 40.5 \840.5 42=i-8423 tip `o ' X 641.5 X \x /\ 943.3 X 844.0 M 2.00 (840.5)\ f++ 843.2 843.3 843.5 8 .9 i 7.00 842.4 843.5 X . . .,.•. ---------- 61.7 -- --e-------- .. O i B42.9 i d X 843.5 i N 843.5 i 0 ' I a ���Z 842.7 7.0 843 ' .9 �///W--- ------ ----I o I 843,8 X 843.7 I i O I X 2.9 a 0 v O O I I</ 1 U) 20., ,843.4`......:. - I a L 4 0 03 14.01D I �'-" $41.8 O O ...8 , I X 841.4 X 840.6 _ �\ 843.6 843.5 S T ^ X 8 3. 843.5 d I �A 43.7 O) I N I X 840.8 I 7.00 1 x a X 842.0 44.0 0 21.50 I m �\ I I �x _ 6 �-- 1 21.50 5 843.9 843.3 o L ' �C J \ 10 I i O 84 8 -----------i 10 840.4 /I 2.9 A - - - - - - �I- - - - -- �� _ - 843.9 �' X 844.9 844.6 843.9 X X 842.6 X 841.2 L0 840.7 i 1.8 843.8 30.50 r ( 45.6) 52.00 (842.5) (841.5) //1�� e9 r 845.5 o I 100 it Benchmark: ,ter ^ _ OD top of spike ° Vacant u elevation = 844.61 T 0 I 25 I I N 89 054'35"E 144.25 10 Denotes iron pipe Lot area =21367 SF Denotes service Lowest floor elevation per grading plan :837.0 House area =2708 SF ® Denotes television box Porch area =126 SF Denotes electric box House"eevaons Pro Sidewalk area =72 SF l ti (Proposed)( �_ / As-built Denotes telephone box / Driveway area =938 SF Lowest Floor Elevation :(840.3) Total Impervious Area =3844 SF x 000.00 Denotes existing elevation Building Coverage = 13.3 % ( 000.00 ) Denotes proposed elevation Top Of Foundation Elev. :(849.0) / Impervious Coverage =18.0% Denotes drainage Now direction Garage Slab Elev. ® Door :*(846.9)+ / Drop 1.4 ft. spike Construction Notes: Denotes T. E _ ' n 1. Install rock construction entrance. .•� 2. Install silt fence as needed for erosion control. \, 4 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. By _ 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. `` Scale: 1" = 20' General Notes: LAGAN EN(aLNLL1,LbvU LtL3`1' 1. Grading plan by h plan Benchmark: Walk last doted 5/5/15 was used to determine proposed We hereby certify to Thorson Homes Inc that this survey, or elevations shown herein.in. Top Nut Hydrant report was prepared by me or under my direct supervision, and that I Lots 5-6 Block 1 2. This survey does not purport to show improvements or encroachments, am a duly licensed Land Surveyor under the laws of the State of Elevation = 855.57 except as shown, as surveyed by me or under my direct supervision. Minnesota, dated 06/02/16. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: io eer En ineering, P.A. Revisions: 4. No specific soils investigation has been performed on this lot by the surveyor. 1.)06-03-16 Stake house The suitability of soils to support the specific house proposed is not the BY: responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown F eer . Haw inson, ro essional an Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinson®pioneereng.com 6. Bearings shown are based on an assumed datum. ,� P.A. Lot Block PI*NEER ��, CASE ESTATES NER Certificate of Survey for: CfVR.INCDiEERS LAND PLANS LANDSURV ORS LANDSGPEARCM E475 according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 T'Z/0 4466 Wedgewood Dr www.pioneereng.com Address: Broo view Court, Eagan, Minnesota Eagan,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:115277005 Folder#:7866 Drawn by:MTW Buyer: Storkamp ©Pioneer Engineering (FORTE 'ERED END CUT IN BEAM: LOCATION ANALYSIS FOR GEOMETRY MEMBER REPORT Level, Floor.: Flush Beam 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Overall Length: 7' 6" REPAIR ANALYSIS PERFORMED - MEMBER SHOWN HAS BEEN ANALYZED TO DETERMINE WHAT ANY, REPAIR IS NEEDED FOR HOLES/DAMAGE INDICATED BEL - REPAIR FOR CONDITIONS SHOWN (IF REQUIRED) IS SHOWN A BOTTOM OF PAGE OR, IF NECESSARY, ON ADDITIONAL PAGE( 7' 0 Alt locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. 0 0 Design Results Actual o Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 3468 @ 1 1/2" 7613 (3.00") Passed (46%) — 1.0 D + 1.0 L (All Spans) Shear (lbs) 2498 @ 1' 2 7/8" 7897 Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 5603 @ 3' 7 1/16" 17848 Passed (31%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.050 @ 3' 8 9/16" 0.181 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.070 @ 3' 8 9/16" 0.363 Passed (L/999+) — 1.0 D + 1.0 1 (All Spans) • Deflection criteria: LL (L/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Hivr e Total 1 - Trimmer - SPF 3.00" 3.00" 1.50" 979 2489 3468 None 2 - Trimmer - SPF 3.00" 3.00" 1.50" 867 2191 3058 None (2) 7Ao,-1v(`+eO��j 3 ' z�� System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Location Analysis Shear (lbs) Actual / Allowed / LDF Tributary Dead Floor Live in Loads Location (Side) Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 7 6" N/A 12.1 1 - Uniform (PSF) 0 to 7' 6" (Front) 14' 15.0 40.0 Residential -Living Areas 2 - Point (Ib) 1' 6" (Front) N/A 180 480 (2) 7Ao,-1v(`+eO��j 3 ' z�� System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Location Analysis Shear (lbs) Actual / Allowed / LDF Moment (Ft -lbs) Actual / Allowed / LDF Deflection (in) Live Load / Total Comments in 3370 / 7897 / 1.00 allillin Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator NO REPAIR REQUIRED - BEAM RETAINS SUFFICIENT CAPACITY TO SUPPORT LOADS SHOWN SUSTAINABLE FORESTRY INITIATIVE THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER. ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION. THE PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION, DESIGN LOADS AND DIMENSIONS ARE CORRECT. AN AUTHORITY FAMILIAR WIT THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. Forte Software Operator Job Notes Jerad Bankston Weyerhaeuser (888) 453-8358 lerad.bankston@weyerhaeuser.com 9/8/2016 2:36:42 PM Forte v5.1, Design Engine: V6.5.1.1 68814.4te Page 1 of 1 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA139540 Date Issued:10/27/2016 Permit Category:ePermit Site Address: 4210 Brookview Ct Lot:10 Block: 1 Addition: Case Estates PID:10-16510-01-100 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: 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 City of Eagan Ordinances. Contractor:Owner:- Applicant - Kj Walk Inc 6001 Eagan Dr Ste 100 Savage MN 55378 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature „.....„ ., _ /D -3,-,), _ \,,, ,,...„) (-___--5--- Energy ti, Efficiency Certificate Address:dmiderntaesst:im lw4;92:01:10,271cvN6 5i5723Ct Builder: Installed: License: Thorson Homes,Inc Insulation Inlr Window III Location R-Valuel Type Location U-Factorl SHGC.1 Attic 49* Loose Fill Fiberglass* North 0.28* 0.3* Rim/Band Joists 24 Spray Foam East 0.28* 0.3* Ductwork N/A West 0.28* 0.3* Wall 21 Rberglass Batt South 0.28* 0.3 Foundation Wall 10 Rigid Foam Crawlspace Wall N/A Calculated Heat Loss(Btu)* Crawlspace Slab N/A Calculated Heat Gain(Btu)* Concrete Slab N/A Calculated Cooling Load(Btu) Heating 1 Water 6 Air System Heater Conditioner Type Gas Forced Air Furnace Conventional Central AC Model 59TN6A100V21-22 GPVL 50 200 24ABB348A340 Efficiency 96.1 AFUE 0.7 EF 13.5 SEER Manufacturer Carrier AO Smith Carrier Input Rating 100000 Btu/h 40000 Btu/h 48000 Btu/h Ventilation M Make Up Air lb Radon Mitigation Type Balanced Type Type Passive Location Mechanical Room Location Location Attic Exhaust 181 CFM* Size CFM Intake 181 CFM* Blower Door 1036 CFM @50 Pa . = Air Changes at 50 Pa 1.23 ACH @50 Pa ACH CalculationCFM@SO x 60 ACH@50Volume Total Duct Leakage N/A Designed Continuous Ventilation 97.75 CFM Total Duct Leakage Allowable: : Designed Total Ventilation 195.5 CFM W/Furnaceor W/0 Furnace: Sq ft/100 X 4 Sq ft/100 X 3 Conditioned Volume(Cu ft) 50442 Conditioned Floor Area(Sq ft) 5275 Powered By irrlirfklig Verified By at IMaGENMY ”Data plovtded by builder...Data not available at tune of tantung Signature CreenZe/944,42, 1 u.,ng the most prevalent liNalue,lt-Factor and Sal.1S1123_a City of Eag,an Address: 4210 Brookview Ct Permit#: 137240 The following items were/were not completed at the Final Inspection on: /2-// ,/ Complete Incomplete Comments Final grade - 6"from siding I-,0 0 In Permanent steps— Garage Permanent steps— Main Entry X Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod Seeded Lawn Trail / Curb Damage tAli# Porch Lower Level Finish Deck Fireplace )(e • 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: G:\Building Inspections\FORMS\Checklists