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1512 Violet Lane ./0& ~r Use BLUE or BLACK Ink A For Office Use -7 Permit#: City o Eap Permit Fee:(?/, 3830 Pilot Knob Road I Date Received: Eagan MN 55122 Phone: (651) 675-5675 1 Staff: Fax: (651) 67575694 * 114 I S(4 LC J 2012 RESIDENTIAL BUILDING PERMIT APPLICATION C Date: 8 • 12 Site Address: 1521 Z V10 LZ'T LV-1 Unit . i`~ ~ a I~ flT r7 ; ~ ~~11~5 GT Name: Phone:q,72 .941 -so A . ~ ES1l~~ra ~ ~L I bWNj= q r Address / City/ Zip-.- P ST . q. L '4 Applicant is: Owner lzContractor el,' r r^ i s i c w~ Description of work: n411',1H0tA%; T( E OFD ORK~ Construction Cost: Multi-Family Building: (Yes / No aT mgw~vs a•I~ '~~aq Contact: Company: s Address: City: ~;CONTrRACTO,R:~` fi 1 State: Zip: Phone: Ms License 220 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes Zo If yes, date and address of master plan: G Licensed Plumber: ~ I 'r~>fV14► t`'t iTl.~i►~ • Phone: °1152 •4, 2 Mechanical Contractor: Phone: .4'3~I . GC7 Fj' Ll, LES Phone: 425-1 Sewer & Water Contractor: a1 ou subrr tt are consideFedao,be public rnfofmatron: Portions ofa y„ NOTE 'Pl ,n' 'and,suppoifing do#c'u►nenfs Inc t ~ permit tFie Cifs~ toil the rnformat~onma be classrt►ed ason~ yu b1►e tf you provide spec! reasons that would ,h ,r " ,a 1?~,i~~`f„~;, r 1.N~ _ concludethat fhe are trade secrets. ~ . I ~ . 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.goi)herstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota S to Building Code must be completed within 180 days of permit issuance. * x 11-4A1~tb 4 Applicant's Printed Name A Ica is gna re Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of ;S Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition. _ Move Building _ Reroof _ Demolish Interior _ Alteration Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION p, ~s Valuation Occupancy V e MCES System Plan Review Code Edition AW7 SAC Units 1 (25%_ 100%Z Zoning City Water XI Census Code Stories / Booster Pump 4/0 # of Units Square Feet ,Z. y gG PRV 14,40 # of Buildings / Length Fire Sprinklers Type of Construction- Width 3 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: 49 ce & Water `Final Pool: -Footings -Air/Gas Tests -Final - Framing Siding: -Stucco Lath --A'Stono Lath -Brick Fireplace: ,Rough in -Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill,K Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES U?I"F'ti 7~7 ll GGS 5d Base Fee 77 Surcharge t3 ( ~o Plan Review &9 2 MCES SAC City SAC *ck Q S'6 3~5 Utility Connection Charge S&W Permit & Surcharge 4 G~ Treatment Plant L Copies 2 g0 /7'?'/ TOTAL Page 2 of 3 'New Construction Energy Code Compliance Certificate / 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. Mailing Address of the Dwelling or Dwelling Unit city 1512 Violet Lane Eagan Name of Residential Contractor MN License Number Roc Clark Construction & Design 1220 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) o ~ r Active (lI'ith fan and rnonometer or p other svstein monitorin,, device ) d U n i~ p ~ y U Insulation Location .y z v p w a ~ an an Z w w :4 w° tx a Other Please Describe Here Below Entire Slab X Foundation NN all R-5 X Exterior Perimeter of Slab on Grade X Rini Joist (Foundation) R-14 X Interior Rini Joist (1`t Floor+) X Interior Wall R-19 X Ceiling, flat R-44 X Ceiling, vaulted R-44 X Bay Windows or canfilevered areas R-1 9 X Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0:31 x Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.35 R-value R-8 in garage area MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type GAS Electric - R-41 OA Passive 1%lanufacturer Bryant Marathon Bryant Powered Interlocked with exhaust device. :Model 912SA4808OS17 MR105245 CA13036 Describe: Input in 80,000 Capacity in 105 Output in 3 Other, describe: - Rating or Size 13TUS Gallon Tons. Heat Loss - Heat Gain: 20,848 Location of duct or system: Structure's Calculated' AFUE or 92% SEER: 13 HSPF% Calculated Efficiency cooling load: Cfin'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 X Passive 6" Flex X Heat Recover Ventilator (HRV) Capacity in cfins: Low: 70 High: 150 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s) rated capacity in cfins: Basement Location of fan(s), describe: Clin's Capacity continuous ventilation rate in cfins: " round duct OR Flex Total ventilation (intermittent + continuous) rate in efins: " metal duct Created by BAM version 052009 Page 1 LOUISIANA-PACIFIC CORPORATION / W00D..g DESIGN 2012.1 09/10/12 08:28:00 WARNING THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY WOOD-E DESIGN 2012.1 EXPIRES ON 3131/2014. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: SCHERER BROS. LUMBER JOB ID. RON CLARK KITCHEN L-1 STATE. CODE. IBC PRODUCT: 2-PLY 1-3/41' X 9-1/2" LP LVL 2950Fb-2.OE DEPTH LENGTH 5.500 FT PLY 2 >r~ LP LVL 2950F6-2.0E THICKNESS 1-3/4° I DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE DEFLECTION (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LIVE TOTAL is 4.000, 4.000' - 0.00 - TOP L/240 y___a L/180 40 SPAN CARRIED IS NOT CONTINUOUS. ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD ACTUAL 6253 7181 5142 0.043 0.060 ALLOWABLE 6253 15275 7393 0.267 0.356 STRESS INDICES 1.000 0.470 0.696 L/1483 L/1072 LOAD CASE 1 1 1 1 1 THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR TWICE THE LENGTH FOR CANTILEVERS (2L). NOTES CONNECTION DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ***ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.13111 16d SINKERS (3-1/411) MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. i Pacje 2 CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIRED. COMPRESSION EDGE BRACING REQUIRED AT 24" O.C. OR LESS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT (6.25 SQ FT) STRUCTURAL GEOMETRY SPAN 1 5.500, TOTAL SPAN: 5.50 FT i INPUT LOADS SHAPE -TYPE R LOADING SOURCE LDF Wl W2 X1 X2 - - ~ UNIF LIVE TOP ROOF 1.15 829.1 FLY 4.000' 5.500' UNIT DEAD TOP ROOF 0.90 310.9 PLY 4.000, 5.500' j +UNIF LIVE TOP ROOF 1.15 160.0 PLY 0.000' 5,500' +UNIF DEAD TOP ROOF 0.90 60.0 PLY 0.000' 51500, UNIF DEAD TOP ROOF 0.909.5 FLY 0.0001 5.540' ~CONC LIVE TOP ROOF 1.15 4145.5 LBS 4.000' 4,AA.5 O DEAD TOP ROOF 0.90 1554.5 LBS 4.0001 INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR + DEAD LOAD PSF. MAXIMUM SECTION FORCES: MOMENT = 7181 LB-FT SHEAR = 5142 LBS MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS 6253. -_-----.-----..w.._.._-_-------.._.-- BRG#1: 2419 BRG#2: - - - REQUIRED BEARING SIZES (IN) BRG#'1: 1.50 BRG#2: 2.38 ! CONCENTRATED LOADS SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN) 1 DEAD 1554.5 4.000 3.000 1 LIVE 4145.5 4.000 3.000 LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? 1 0.043 0.267 L/1483 0.060 0.356 L/1072-- - - f ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR TWICE THE LENGTH FOR CANTILEVERS (,2L). MAXIMUM STRESS INDICES: MSI - 0.470 VSI = 0.696 RSI = 1.000 SLENDERNESS RATIO = 2.71 LIMIT = 10.00 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN LP LVL, LP LSL, OR LPI-JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION. DECEIVED SEP 17 2012 Covington 111 HVAC Load Calculations for Ron Clark ft= R RKSIDRIMAJ. HtfMVACHVAC LOADS Prepared By: Alan Dobson Burnsville Heating & A/C Inc. 3451w Burnsville Pkwy, Suite 120 Burnsville,MN 55337 952-894-0005 Monday, September 17, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac : Residential -k Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & NC Inc Covington III' BUM,,vAle, MN 55337 Page t Project Report General Project Information Project Title: Covington III Designed By: Alan Dobson Project Date: Thursday, August 16, 2012 Project Comment: Client Name: Ron Clark Company Name: Burnsville Heating & A/C Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Burnsville,MN 55337 Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: -Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains D!~t Bulb -.,Wet Bulb Rel.Hum Rel.Hum Drv Bulb Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35 Check Figures Total Building Supply CFM: 970 CFM Per Square ft.: 0.278 Square ft. of Room Area: 3,485 Square ft. Per Ton: 1,743 Volume (ft') of Cond. Space: 31,354 Building Loads_ Total Heating Required Including Ventilation Air: 53,046 Btuh 53.046 MBH Total Sensible Gain: uh 86 /o Total Latent Gain: 3_291 uh 14 % Total Cooling Required Including Ventilation Air: 23,999 Btuh 2.00 Tons (Based On Sensible + Latent) Notes _ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\SBS201 1 \Red i rected Folders ...\Ron Clark Covington Ill.rhv Monday, September 17, 2012, 2:51 PM Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc Burnsville Heating & ABC Inc Covington III Burnsville, MN 55337 Page 1 V Total Building Summary Loads _ Component Area Sen Lat Sen Total Description _ Quan Loss Gain Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.29, 37.5 945 0 355 355 SHGC 0.3 hbt: az'lYtg-Rt, ground reflectance = 0.23, u-value _0.31, 35 945 0 544 544 SHGC 0.35 1A-rv-d: lazing-Single pane, sliding glass door, 40.8 1,171 0 1,591 1,591 reflective, vinyl frame, ground reflectance = 0.23, u- value 0.33, SHGC 0.35 hbt: azing- bt, groun re lectance = 0.23, u-value 0.31, 124 3,346 0 3,962 3,962 SHGC 0.35 ` hb : a"GT' z g ~ibt, ground reflectance = 0.23, u-value 0.3, 54 1,409 0 2,187 2,187 SHGC 0.37 hbt: azing- t, ground reflectance = 0.23, u-value 0.33, 40.8 1,171 0 1,591 1,591 SHGC 0.35 hbt: lazing~T' bt, u-value _0.31, SHGC 0.35 20 539 0 213 213 Front Door: Door- 20.4 248 0 69 69 hbt: Door-hbt 19 232 0 64 64 12E-Osw: Wall-Frame, -ilon, sulation in 2 x 6 stud 2043.1 12,084 0 2,139 2,139 cavity, no board insulsiding finish, wood studs Q613 wall: Wall- /-/)K 704.7 4,169 0 738 738 -44-ad: : Roof/Ceiling-Under Attic with Insulation on 1741.3 3,332 0 1,839 1,839 Attic Floor (also use for Knee Walls andn Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 19A-30p: Floor-Over enclosed unconditioned crawl 27 67 0 10 10 space, No insulation on sed walls, sealed or vented space, passiv R-3 blanket 21A-32-v: Floor-Basement, oncrete slab, any thickness, 1742.7 3,032 0 0 0 2 or more feet below grade, no insulation below floor, vinyl _covering, _shortest side of floo ~sia is_32' wide__ Subtotals for structure: 32,690 0 15,302 15,302 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,829 371 2,174 2,545 Infiltration: Winter CFM: 167, Summer CFM: 89 15,527 2,060 1,233 3,293 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 199 199 Total Building Load Totals: 53,046 3,291 20,708 23,999 Check Figures Total Building Supply CFM: 970 CFM Per Square ft.: 0.278 Square ft. of Room Area: 3,485 Square ft. Per Ton: 1,743 Volume (ft3) of Cond. Space: 31,354 [Building Loads Total Heating Required Including Ventilation Air: 53,046 Btuh 53.046 MBH Total Sensible Gain: 20,708 Btuh 86 % Total Latent Gain: 3,291 Btuh 14 % Total Cooling Required Including Ventilation Air: 23,999 Btuh 2.00 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\SBS201 1 \Red i rected Folders ...\Ron Clark Covington Ill.rhv Monday, September 17, 2012, 2:52 PM Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337 Phone 952-894-0005 - Fax 952-894-0925 - Web www.burnsvilleheating.com Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 1512 Violet Lane Date contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including 3485 Total required ventilation 130 Basement-finished or unfinished) Number of bedrooms 3 Continuous ventilation 65 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned Total/ Total/ Total/ Total/ Total/ Total/ space (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 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 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 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery 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 continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:\SAFETY\JK\Vent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method (choose either balanced or exhaust only) © Balanced, HRV(Heat Recovery Ventilator) or ERV (Energy ❑ Exhaust only Recovery Ventilator) - cfm of unit in low must not exceed Continuous fan rating in cfm continuous ventilation rating by more than 100% Low cfm: 70 High cfm:150 Continuous fans rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions - Choose the method of ventilation, balanced or exhausts only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm 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 Intermittent Bath Fan Master Bath 80 Bath Fan Main Bath 80 Directions- The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm. Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Control Located In Mech Room Directions- Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail 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 (determined from calculations from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table NR cfm Size and type (round, rectangular, flex or rigid) - - - - - - - - - 2 1 P a g e 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 One or multiple fan- One atmospherically Multiple power assisted vent atmospherically vent or direct vent appliances and gas or oil appliance vented gas or oil appliances power vent or direct or appliances or solid or no combustion vent one solid fuel fuel appliances appliances appliance appliances Column A Column B Column C Column D 1. 0.15 0.09 0.06 0.03 a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including 3485 unfinished basements) Estimated House infiltration (cfm): [1a 522.75 x lb] 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); 240 Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating Not (cfm); bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm); 375 [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) 375 a) total exhaust capacity (from above) b) estimated house infiltration (from 522.75 above) Makeup Air Quantity (cfm); -147.75 [3a - 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be 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. - - - 31 Page Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple One or multiple One atmospherically Multiple power fanassisted vented gas or oil atmospherically vent, direct vent appliances and appliance vented gas or oil appliances, power vent or direct or one solid fuel appliances Duct diameter or no combustion vent appliances appliance or solid fuel appliances appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233 - 317 144-195 100-135 62 - 83 8 Passive opening 318 - 419 196 - 258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540 - 679 333 - 419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type 4" smooth or 5" Flex Other, describe: Explanation If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power ventedor atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustionair vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. _ _ 41 Page 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: -Draft Hood -Fan Assisted or Power Vent _X_Direct Vent Input:_80000 BTU/HR Water Heater: -Draft Hood _X-Fan Assisted or Power Vent -Direct Vent Input:_40000 BTU/HR 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: _900 ft LxWxH L 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 Input: 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 S. 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:_40000 Btu/Hr Use Fan-Assisted Appliances column in Table E-1 to find RFVA:3000 ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Input: _0 Btu/Hr Use Natural draft Appliances column in Table E-1 to find RVNFA:_none ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV=_3000 + none = 3000 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 S. 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 = 900 / 3000 =.3 Step 6: Calculate Reduction Factor (RF). RF= 1 minus Ratio RF = 1- .3 =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 Input: 40000 Btu/Hr (EXCEPT DIRECT VENT) - - - - 5 1 P a g e Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 40000 /3000 Btu/hr per in 13.33 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 13.33 x .7 in9.33 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA =_3.45_ in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft Input Rating Standard Method 1994 to present Pre-1994 1994 to present Pre-1994 (Btu/hr) 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 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 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 - 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 22,525 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 6~Page 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. i - - - - - - LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 5 ` Z 0-44S DATE OF SURVEY: 8 LATEST REVISION: c U O z ¢ DOCUMENT STANDARDS p p Registered Land Surveyor signature and company p ❑ Building Permit Applicant ,g ❑ ❑ Legal description ,e ❑ p Address le 0 0 • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ 0 • Directional drainage arrows with slope/gradient % ❑ 0 • Proposed/existing sewer and water services & invert elevation ❑ 0 • Street name .0 0 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) p ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing .00 ❑ • Property corners -,a 0 0 • Top of curb at the driveway and property line extensions ,f' ❑ 0 • Elevations of any existing adjacent homes p 0'' 0 • Adequate footing depth of structures due to adjacent utility trenches p ,0 ❑ • Waterways (pond, stream, etc.) Proposed 0 0 • Garage floor ❑ ❑ • Basement floor ,g• ❑ 0 • Lowest exposed elevation (walkout/window) sy 0 ❑ • Property corners 21' 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line 0 ❑ • NWL ❑ 0 • HWL 0 0 • Pond # designation ❑ 0 • Emergency Overflow Elevation ❑ Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 ❑ Lot lines/Bearings & dimensions 0 0 Right-of-way and street width (to back of curb) 0 ❑ 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 'z- 0 0 Setbacks of proposed structure and si d setback of adjacent existing structures erg` ❑ ❑ Retaining wall requirements: Reviewed By: Date '91 1Z G:/FORMS/Building Permit Application Rev. 11-26-04 V. VItj-[C4 Ln I . Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN 952.8 Denotes Existing Elevation Job # B1601.10-122 Book/Page: 185 32 981.5 Denotes Proposed Elevation ~T 1~ Scale: 1"=20' Date: 8/02/12 10' Denotes Surface Drainage HOUSE TYPE: TOWNHOUSE FULL BASEMENT WALKOUT O Denotes 1/2" iron pipe set PROPOSED HOUSE ELEVATIONS: • Denotes 1/2" iron pipe found. GARAGE FLOOR ELEVATION = 878.5 TOP OF FOUNDATION ELEV = 878.66 I'• /f LOWEST FLOOR ELEVATION = 870.0 T4~ \ - IN `y - D y ra wV ~ P ~u~u ~ ~ :•:ss•°,1 r , GG a- VIOLSLANE rec 6285 ~3 ~,-g s~RS ---"STEEL POST STE L POST ' PRD SAN. PR SAN. I SERV. 874.2 / SER . 876.8 o N89°53'33"E 106.00 / a~ 5 _ BjS6 53.00 `1 -S? - 53.00 a~ EN E~ ~Sa 5.10 30.84 BjSS ass 53.0 5.10- oQ~Q - - - 8 - - - - - - - 22.16 Lo I 21.0 e I LLI S:~~/'Ztr 4- LLI 0 S8+ °0 Lr) Q U D O 00 00 0005 O 00 PROPOSED- `b 0 sus PORCH P RETAINING 6'a LO C5 0 00 * ! o/ N WALL \ ~4 O 1 ` 6.0 8~S Li N 4.67 - O EGRESS ° ao r WIN. WELL a EXISTING L #1514 NC° o 2 ~>~PORCH e7g0 68SR BOULDER 00 VE - ->6> ao N o Ze O RETAINING Now 9+ 6+ Lot Area: 6,360 S.F. O 17.0 3 O WALL N Se Coverage: 2,193 S. F. O 4 877 70 (n 87.3 N 66~\+ 0 15.0 ?S °o 008 -ry - PROPOSED BUILDING 0 ~6 5.17 LLI FP CANT. N N t P"', ° K# 1512 3C-4 66 + \ `i Lot ,360 S.F. cfl ss0 a 6~ 6~ X65 24.0 Coverage: 2,392 S.F. O a. 9 + + /3 I \ry~ O I ' \ + ♦ ABOVE PORCH,--f 13.0 V) 86,6 + 8 \ I ABOVE 5 14.0 O I 1 0~ d AR 0 ~~2 + N~12.5'~ 15.58 N 79.92 $ ~ ^ s2 53.0 872.5 - boa ti 69.5 IBSy 'k CC) 9 871.5 871.1 SWALE 8 8 70.71 872.5 L +JB~ 3 Aa6v L. 00 72.0 s 871.6 871 2 _ 869.8 -WSWA 875.4 874.2 872 8 66866.5569.3 X688 -'-z - PROPOSED RETAIN 6R?2 ALL ss' ERVATION AREA 6909 86RS9 091 DRAINAGE & UTI~ I Y EASEMENT - 869 \\--53.00 N89053'33"E?s 106,.00 Lots 3 and 4, Block 2, PEARLMONT HEIGHTS, Dakota County, MN I hereby certify that this survey, plan, or report was p e ared byme or under my direct supervision and that I am a duly Licensed . ~rveyor_ under the- laws of the state of Minnesota. Oliver Surveying & Engineering, Inc. g " y 24 94,- Oliver purveying ~ engineering, Inc. By: Rick M. Blom, LS Land Surveying • Civil Engineering- Land Planning License NO. 21729 580 Dodge Ave. Elk River, MN 55330. 763.441.2072 •fac. 763.441.5665 Date: 8/02/12 www. oliver-se. con: Rev: 8/14/12 (Elevations/Grades) PERMIT City of Eagan Permit Type:Building Permit Number:EA107974 Date Issued:11/07/2012 Permit Category:ePermit Site Address: 1512 Violet Lane Lot:4 Block: 02 Addition: Pearlmont Heights PID:10-56950-02-040 Use: Description: Sub Type:e-Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Pearlmount Heights LLC 7500 78th St W Edina MN 55439 Hearth and Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 638-3309 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink F-Far--Of-fic-e - Use I I 411ok", Permit# t l 3 `t4 (o J a Ciq of Eagan I Permit Fee: W5 3830 Pilot Knob Road 1 Q 1 Fagan MN 55122 Date Received: -1 j Phone: (651) 675-5675 I 1 Fax: (651) 675-5694 1 Staff. ----------------J Q 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ` 3 Site Address: / 2 Unit Name: t ter- o oyg t g z%Vc, ~o r.~ ow.-n.cs 135° Phone: 9S Z- 9 -4 Resident/ Owner Address 1 City I Zip: Applicant is: Owner Contractor Type of Work T Description of work: I G u v- lJ / ~ - -1/14/4-p Ace oa Construction Cost 3 -V-C) Mufti-Family Building: (Yes I No J) Y Company: 1 !`-~1C3~' G Contact Address: II Zoo S 7-It City: Contractor 6S-)- State:" Zip: S J~ -t 2 Phone: _77 7 " 1 _31 L License l Lead Certificate # OA~r, A336 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Cali at (651) 454-0002 for protection against underground ublity damage. Call 48 hours before you intend to dig to receive locates of underground utilities, www.gor)herstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinance and codes of the City of Eagan; that 1 understand this is riot 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 rase of work which requires a review and approval of plans. Exterior work audiorrced by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x fc,v, SA-rb k; rcL~ Applicant's Printed Name Applicant's Signature Page 1 of 3 City of Emil Address: 1512 Violet Lane Zip: 55122 Permit #: 106958 The following items were / were not completed at the Final Inspection on: aoi3 Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • 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 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA116257 Date Issued:10/04/2013 Permit Category:ePermit Site Address: 1512 Violet Lane Lot:4 Block: 02 Addition: Pearlmont Heights PID:10-56950-02-040 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. Charles Sundean 8201 Old Central Ave Spring Lake Park, MN 55432 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 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 - Pearlmount Heights Llc 7500 78th St W Edina MN 55439 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