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953 Maple Trail Ct
f Use BLUE or BLACK Ink /V 77,--?/ For Office Use - - - - - - - - - I V i Permit City of Ea nil I Permit Fee: -7 / 3830 Pilot Knob Road ~5 T, , qq I I Eagan MN 55122 t Date Received: ( ~Z Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff: 7 ' 2012 RESIDENTIAL -9BUILDING PERMIT APPLICATION Date:`G 7110 Site Address: k eM4 '4 ~ Unit Name: L -'w ~O Phone: RESIDENT I OWNER Address/ City/ Zip: 16'?O ,?611 Act l6w4a., AP-533"w- 0 1 qVe ZN Applicant is: Owner -LZContractor Lb±[O.. 61L Description of work: /V L L ~/V-f'~/~G /"!p'~ 1~1`~ ~Y c~ `P~I~ eS J~-Q TYPE OF WORK Construction Cost: Multi-Family Building: (Yes [ No/~ ) Company: LeAIA1i92 610te Contact: lT~ •f/`! c.Jaot+ CONTRACTOR Address: /44city: C q State: Mx'*~ Zip: sy/ Phone: e';e~ ~~r ✓ License 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 I:~es a 12 months, has the City of Eagan issued a permit for a similar plan based on a master li o~ S/l47' 2li _No If yes, date and address of master plan: / 2 Licensed Plumber. Phone:~~Jo1) Mechanical Contractor: ! Lr Phone: / Sewer & Water Contractor: Phon~6 rl' NOTE: Plans and supporting documents at 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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 I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuancee../ x /o ' /T~'i[/GC/'t L /t~~ d L✓ X_ Applic nt's Pr led Name Applicant' gnature Page 1 of 3 MYk 77~ DO NOT WRITE BELOW THIS LINE /c/) 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 - 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 Valuation 00 Occupancy jAc MCES System Plan Review Code Edition ~ SAC Units (25% P, 100%---) Zoning a City Water Census Code Stories Booster Pump A # of Units ! Square Feet A140) PRV .*~e # of Buildings Length _6 Fire Sprinklers ND Type of Construction- Width 60 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Drain Tile Other: Roof: *-Ice & Water Final Pool: -Footings -Air/Gas Tests al Framing Siding: -Stucco Lath Stone Lath rick Fireplace: „kRough In J4ir Test Final Windows , i Insulation Retaining Wall: _ Foot ni gs _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES U/Y/d~%✓ 4 E,' 4~" Base Fee 44. ~ eY 1, 0 10 ~ F(o G?g Surcharge l s~ / e -2k fe '1 940 J,4 / A?' 392 Plan Review at MCES SAC City sac 3Ah4J~ 546&V sfa ~3 Utility Connection Charge S&W Permit & Surcharge r%6wl - V,-4c# Ldi low - 7 "e 7,7 Treatment Plant Copies Jy ~yJ TOTAL Page 2 of 3 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Compliance with Procedures to Ensure Submitter: Noise Impact Area Adequate Noise Attenuation: Lennar Airport- MSP International Exterior wall construction: 16305 36th Ave. No. Noise Zone - 4 LP Smart Board Suite 600 15/32" sheathing Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Plan Reviewed: Peaked roof with manufactured trusses 24" O.C. ~n Roof vents Shingles Information Submitted: 15# felt Annotated architectural drawings includin : 1/2" sheathing Blown insulation R-44 Windows: Atrium 5/8" gypsum board Swinging Patio Doors: Atrium Entry Doors: Therma Tru Mechanical Ventilation System: Skylights: N/A 3-ton central air conditioning unit Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked Average window/wall area for exterior wall: with butyl-based caulk With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap: with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed requirements; Ventilation Duct Exterior Wall Penetrations: Summa : All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): 10- 1 _z_ Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks c -.a0 W W X X X W N ~f 4 O~ U N N N W W Q Q. A` A `A O O O pp p Q O O O O O O p O "'f CL: to X CF) X JC X X C2 ~G X X X X X ^ "V RW <T Cn [J1 LJI C 01 01 Gi QJ N O~ N Of p O 3 rAf i N Q1 v to w ~ r' w o i? ao w p ro p ~ 3 ~`ot ; ~ m ~ ' i m to cn to N W cn N j co m o m co i X71 r Q> RI F3 = j N N N N N N N T. N N Z! Z 'C 0 Z.. 0 0 0 0 o a o O o o O~ Z C.5 Z. P: x; D ow> ;u 0) 0 ro ar v v c at 4 Czi i Cn , N N N V D N N y N N N N N N N 0 0 0 0 0 0 o o o D a a o o v o o y z __-n (3,. 0 to w O w ?t ?t to ?t -n m m ° G1 I czi czi czi czi czi czi o x zi " G G 0 rn m Z . x x x x "r x x r ~n z F ~n x x p; T -n Z rn m; cs ci Gzi czi D -r- r- x D ro 9 0 G) Q O ! c Cn O ti m 'i ro ~7 b Chi ~D c <n _ m m L" _ r 1 0 G7 ~ c O 0 w O O w n nt c m o a O s Cj p C: c -G) C 1 rm~~ -~I -Fj) yi n Q° 0 D 0> 0~ -i rr O G7 Ci r D o n o :0 y In cOO fn - D r- . 3 A w ` 0 Gam) -q =r S? ro -v't n 2~i, n Fn O x in 3 x~ z n D z m cn w o z A d w n m G7 ,C Q-3 xp u' m O m co N N m m 0 O to v M i ;u < ~ O a o i m h VI Z M 7s o U' G) G' z n Z D T "S L•" O n ~O •a z z z z z z z z z z z z z z z z z m. w m m °o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m n r z z z z z z z z z z z z z z z z Z x y -I 0 m m m m m m m m m m m m m m m m m p T1 o 08 a W a a A ? V Cn V N N N A 1 9 0 0 O tD W W A A O O a a A A O z cC) -n X j W X = X X W X X + X X X .u Z~ pt ;i p a O p A V m A A N ? N N V A m O X n% O X X N O X p X a X A A N X y~ O X O w cV0 N (M V r 00 0 Ot V W W A O N C -.wF ° m a A = n Q m t- (n z I" D v m m m Cv n O ~1 D D D O-i~ D O z v o ID K G A T 7C O (11 w m 0 0 o x m in F o p O O v fc) -4 m 0 3 p c? Q m ^ 0 < ^ m Z O N o s m 2 . y.; a C =•i ^m z - > G is c C.0 N 6~i > >L co 0 w w ~Q ~~hj C1 A N ~ i cn O C.) (`j Cy3 tvl~ f n 0 co Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City website and at City Hail. The completed form must be submit- ted in duplicate atthe_t1me of Application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address 3 Date `a`r Ur I0-1O-Zd1L Contractor / Completed GYt r c gy G fJ Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement-finished or unfinished) e- Total required ventilation ~6V Number of bedrooms J Continuous ventilation 74 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 space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 175/40 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 110/55 125/63 140/70 155/78 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 19-0799- 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) + 115 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm. shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. GASAFETYUMVent-makeup-comb air submittal (2).doex Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only 3 S Qtr ery Ventilator) - cfm of unit In low must not exceed continuous venti. Continuous fan rating in cfm ~e lation rating by more than 100%. 7 Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed 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 c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent 30 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 lm 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 G.~ v l Directions -Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail far placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. if an ERV or HRV is to be installed, describe how it will be Installed. !fit 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" 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) 44 Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 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 orsoifd fuel appliances are Installed, use the appropriate column. For existing dwellings, see iMC501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power One or multiple fan- one atmospherically vent multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or all pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column B 1. a) pressure factor 0.15 0.09 0.06 0.03 cfm/sf) h) conditioned floor area (sf) (including unfinished basements 7 Estimated House infiltration (cfm): f la x 2. Exhaust Capacity a) continuous exhaust-only ventilation 90 system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); b Kitchen hood typically 3cox 0 (not applicable if recirculating system or If powered makeup air Is electrically 2 40 Interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); L're f2a+2b+2c+2d] 705- 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) y~ b) estimated house infiltration (from above) Makeup Air quantity (cfm); (3a - 3b) (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 N(/ A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances, or no combus- power vent or direct pliance or one solid fuel pllances or solid fuel ameter tion appliances vent appliances appliance appliances column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 S 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 62-93 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 30 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 it 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 atmosphericor power vented appliances) JC Passive (see IFGC Appendix E, Worksheet E-1) Size and type 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 IFGCAppendix E, Worksheet E-1(see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 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 Direct Vent Input: Btu/hr or Power Vent Water Heater: _ Draft Hood X Fan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appllance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: (p32, 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 powervent appliances Input: qA000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA 32600 ft' Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) - RVFA+ RVNDA TRV = + = 3~pdt1 TRV ft' 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 o to STEPS. 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 = 1~ &3Z / 3,cXaD = . Step 6: Calculate Reduction Factor (RF). RF -1 minus Ratio RF =1- Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: yOi OOo Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 5"0 OoO / 3000 Btu/hr er in' _ 13,33 in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied b RF Mlnlmum CAOA = IY 33 x . vs- = 6, U ire Step 4: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA = 3• a 1 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. Page 5 of 6 + wrightsoft* Project Summary Job: 6007 Date: October 10, 2012 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952.445.4692 Fax: 952.445.7487 ■ • • • For: Lennar Builders s~ rn4 V, Notes: 1-u rN - 9-8,06 ~a yok - 9 Alc- r- • Information Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °FOutside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 28 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 58932 Btuh Structure 30003 Btuh Ducts 1473 Btuh Ducts 301 Btuh Central vent (90 cfm) 8164 Btuh Central vent (90 cfm) 1229 Btuh Humidification 11839 Btuh Blower 1024 Btuh Piping Btuh Equipment load 80408 u Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32558 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4458 Btuh Ducts 120 Btuh Heatin cooling Central vent (90 cfm) 1692 Btuh Area (ft2) 459g 8 4598 Equipment latent load 6270 Btuh Volume (ft3) 31530 31530 Air changes/hour 0.35 0.35 Equipment total load 3 Equiv. AVF (cfm) 184 184 Req, total capacity at 0.70 SHR - 3 9 ton_ Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P48C-* Cond 13ACX-042-230`13 GAMA ID 4119047 Coil C33-43*++TDR ARI ref no. 3661262 Efficiency 93 AFUE Efficiency 10.9 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 29050 Btuh Heating output 83000 Btuh Latent cooling 12450 Btuh Temperature rise 56 OF Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Soldplalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,tjj-„ -pfd- wriafttsoft- Right-sulies universal 8.0,04 RSU13410 2012-Oct-10 08:55:48 ACCP.... H. Elande6Desktop%Wri9htsoft Heat Loss%Lennar 6007 Eagan.rup Calc - M.18 Front Door faces: Page 1 Compponent Constructions Job: 6907 wrightsofte Date: October 10, 2012 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952.445-4692 Fax: 952.445-7487 Project Information 777710 For: Lennar Builders 'Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TO, (°F)) 85 13 Latitude: 45°N Relative humi ity 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 54.5 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 72 Construction quality Ti ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain h= B1uh/IR•'F W-T/eth Btuhlit, Btuh - BtuhlRl Btuh Walls 12F-0sw: Frm wall, vnl a r-21 cav ins, 1/2' gypsum board int Irish, n 421 0.065 21.0 5.52 2326 0.90 378 2'x6' wood frm a 662 0.065 21.0 5.52 3658 0.90 594 s 570 0.065 21.0 5.52 3149 0.90 511 w 1148 0.065 21.0 5.53 6340 0.90 1029 all 2801 0.065 21.0 5.53 15474 0.90 2512 156-10sfc-8: Bg wall, light dry soil, concrete wall r-10 s, 8' thk n 248 0.050 10.0 4.25 1054 0 0 e 448 0.050 10.0 4.25 1904 0 0 S 248 0.050 10.0 4.25 1054 0 0 all 812 0.050 10.0 3.79 3077 0 0 Partitions 12F-Osw: Frm wall r-21 av ins, 1/2" gypsum board int fnsh, 2"x6' 312 0.065 21.0 5.52 1724 0.42 130 wood frm Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated n 32 J0.29 0 24.6 791 9.18 295 (SHG) w 219 0 24.6 5401 30.8 6740 w 92 0 24.6 2260 30.8 2820 all 343 0 24.6 8451 28.7 9855 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 116 0 24.6 2855 28.0 3239 (SH_ GEC-0.2.6) S 12 0 24.6 296 15.8 190 all 128 0 24.6 3151 26.8 3429 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated w 41 0 24.6 1006 31.7 1293 (SHG~ C=10`.30) w 41 0 24.6 1006 31.7 1293 all 82 0 24.6 2011 31.7 2586 Doors 11JO: Door, mtl fbrgl type a 21 0.600 6.3 51.0 1071 15.0 315 n 21 0.600 6.3 51.0 1071 15.0 315 all 42 0.600 6.3 51.0 2142 15.0 630 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof ma , r-44 )Il ins, 1752 0.022 44.0 1.87 3276 0.85 1484 5/8" gypsum board int Irish „ -FW wrightsoft- Right•Suite®Urdversa18.0.04RSU1S410 2012-Oct-10 08:65:48 ACCA H. Elander\Desktop\Wrightsott Heat Loss\Lennar 6007 Eagan.rup Catc = MJ8 Front Door (aces: Page 11 Floors ? 0,2138c: 9cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, 286 0.049 30.0 1.44 413 0.22 62 av ins, tight crwl ovr, r-11 wall insul Fir floor, frm fir, 12" thkns, carpet fir ins r-5 e=insr-38 43 0.030 38.0 2.55 110 0.26 11 cav ins, amb ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1423 0.020 0 1.70 2419 0 0 -Fi&- wrightsoft- Right-suites Universal 6.0.04ASU13410 2012-Oct-1008:55:48 ACCA H. ElandeADesktop\Wrightsoft Heat LosslLennar 6007 Eagan.rup Calc = MJ8 Front Door faces: Page 2 7 ~ New Construction Energy Code Compliance Certificate Per NI 101.8 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 infomtation and values of coo onenLS listed in Table NI IOL8. Mailing Address of the Dwelling or Dwelling Unit City 953 MAPLE TRAIL COURT EAGAN Name of Residential Contractor NIN License Number LENNAR THERMAL ENVELOPE Type: Check All That Apply X Passive (No fan) o ~ T Active (Witli fan and )?tononteter or a ollrersystemmonitoring(levice). c o c 3 v - 0. Q W 0.1 U 'o e Insulation Location a o z 8 v p a o 0 o N o 'o a 1 0 5 w o72 F .S Z ti {r: t: cr a R Other Please Describe Here Below Entire Slab: X Foundation Well 10 INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joist Floor+) 10 INTERIOR Wan 21 Ceiling, flat 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas'.. 3$ r:5: Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (exchules skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 X R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cowling System X Not required per mech. code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH09OP48C GPVH50N 13ACX-042-230 Describe: ttaput in 88,000 Capacity in sot Output in 3,5 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: Heat Gain:. Location of duct or system: Structure's Calculated 80,948 32,558 AFUE or SEER: 13 HSPF% 93 Calculated 38,827 Efficient coolin load: Cfm's PLAN 6007 " round duct OR Mechanical Ventilation System metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two hunaces or air Combustion Air Select a Type source heat pump with gas back-up htmace): Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: 3 cominous fans on low TOTAL 90CFMS Mechanical Room Location of fan(s), describe: Owners bath, Main Bath, J&J Bath Cfm's Capacity continuous ventilation rate in cfms: 90 6" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 465 " metal duct Created by BAM version 052009 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION /f) 7 7 PROPERTY LEGAL: B v- 7 5+~,2 4w2,, z"a A ~J DATE OF SURVEY: LATEST REVISION: a~ U o z a DOCUMENT STANDARDS p ❑ Registered Land Surveyor signature and company ❑ ❑ Building Permit Applicant ❑ ❑ Legal description ❑ ❑ Address ❑ ❑ North arrow and scale ❑ ❑ House type (rambler, walkout, split w/o, split entry, lookout, etc.) p ❑ • Directional drainage arrows with slope/gradient % ❑ 0 Proposed/existing sewer and water services & invert elevation )2' ❑ 0 Street name 'z ❑ 0 Driveway (grade & width - in R/W and back of curb, 22' max.) X 0 ❑ Lot Square Footage /K ❑ ❑ Lot Coverage ELEVATIONS Existin X ❑ ❑ Property corners p 0 * Top of curb at the driveway and property line extensions 0 p • Elevations of any existing adjacent homes 0 ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 /0 ❑ . Waterways (pond, stream, etc.) Proposed ~j 0 ❑ • Garage floor ❑ 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners IQ 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) p p • Easement line ❑ ❑ • NWL ❑ p • HWL ❑ ❑ • Pond # designation ❑ ~r 0 • Emergency Overflow Elevation ❑ Pond/Wetland buffer delineation Y ~j Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS X ❑ ❑ • Lot lines/Bearings & dimensions ~ ❑ ❑ • Right-of-way and street width (to back of curb) 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 fd 0 0 • Setbacks of proposed structure and eyard setback of adjacent existing structures ❑ 0 • Retaining wall requirements: Reviewed By: Date Z ~Z G:/FORMSBuilding Permit Application Rev. 11-26-04 PISNEERengineering A0 77oL CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 953 MAPLE TRAIL COURT, EAGAN, MN o~. "iC91Lti~.`..F3 BUYER: JOHNSON MODEL: 6007 ELEVATION: A3 tl~ 4,iog Wall Wi(l r. E1~ ;=~~~wored ~ c°o~, v 1 BENCH MARK: VACANT D a o TOP OF SPIKE 13, ELEV.=907.64 a 128,37 o cC So()5, 59„w N., (800.0) ~ 903.0 \ 9... $ 20.51 Q?9 O V a, (909.7) 46.45 , ~=P . O W 907.6 r , ro o 40 07 / N I 9 .0 ply ~~`~1 O 908.0 OO/ I 902.9 p ZQ 5 907.7 ~l I908 2 di'~ n I y Q 9p ^0 O p 0~7 I 907.8 " a 3 O I 0 rh'i 9 901.8 I W I ~0 c/~ 1 Sp - 49.0 - 00 %30.5 , /c; x400.8 9 p v 907.6 83 so co 1908.0 ~ 00 - 1 e- CID y RHO 70 Ia G.° 6 O co O X N I ~a go 901' O X W N a a?/~ I o 0 016, po Op 2 .0 OZ 902.4 0 Go <w 28.17 a N opry ' BENCH MARK: O X90 9~.0 ow TOP OF SPIKE 901.5 ELEV.=907.89, (898.0) Q9 ~ 908.9,J , X 90Q.2 X W r I / L9 . _ A> rV I d .~J 901.2 N 110 908.2 r9 \ 7~ p DATE. ~.S o s O p cs r p 1 r >o U''G~ _ _ \ I Op. 19, Z i LOT AREA =15389 SF 'Po~ HOUSE AREA =2076 SF PORCH AREA =173 SF SIDEWALK AREA =69 SF DRIVEWAY AREA =761 SF By COVERAGE = 20.0% SODDED BUILDING COVERAGE = 13.5% j 7 EAGAN ENG BENCH MARK: ? (887.7 TOP NUT HYDRANT LOTS 9-10 BLK 7 O~ ELEV.=910.76 896.5 NOTE: ADD FOUNDATION LEDGE AS REQUIRED 898.1 LOWEST ALLOWABLE FLOOR ELEVATION :901.6 NOTE: GRADING PLAN BY PIONEER ENIGNEERING LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL / LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION (903.3) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. (911.3) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR (911.0) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER Ir DENOTES CONSERVATION POST THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 10, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 17TH DAY OF SEPTEMBER 2012. REVISED: NOTE: 9/18/12 STAKE HOUSE SIGNED: ffJH NEER ENGINEERING, P.A. SCALE : 1 INCH = 30 FEET BY: 7299 111195034 Petwkin son License No. 42299 Use BLUE or BLACK Ink For Office Use j Permit City of Ea~a~ I pq gt Permit Fee: I 3830 Pilot Knob Road Eagan MN 55122 j Date Received: ~a ~rl j Phone: (651) 675-5675 I o I Fax: (651) 675-5694 1 Staff: i'ICT 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: a ~ l 3 Site Address: -/s bra > / Cof c r Unit Name: Phone: Resident/ Owner Address / City / Zip: E Applicant is: Owner Contractor Type of Work Description of work: a"c k ry~ Ste~S 3 Construction Cost: nt L96V Multi-Family Building: (Yes / No ) i Company: Gee,)AJ w.,-- Contact: _,L drJ G,s Ip J Contractor Address: 1430.S- 36 -kt Ave- nl; saCfe I-,00 city: f Pu 4, State: MA), zip: _65414k Phone: bla-- qfo- //7/ i License 1y13 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) U, 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-sub m-it are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit y the City to conclude that theme are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.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 tG Build!* g Code must be completed within 180 days of pe it issuance. Applicant's Printe Name Applicant's Signature Page 1 of 3 DO NOT W~ITE BELOW THIS LINE I GROI 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 _ 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 Valuation UI-qo Occupancy MCES System IT- Plan Review Code Edition SAC Units (25%_ 100%_G Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant S/ /4; Copies [J~ TOTAL Page 2 of 3 c -1 PI NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 953 MAPLE TRAIL COURT, EAGAN, MN BUYER: JOHNSON MODEL: 6007 ELEVATION: A3 BENCH MARK: VACANT N TOP OF SPIKE Gi ELEV.=907.64 ✓ 129,37 N F- p00659,~W (g00.o) 100. 903.0 S 2p,51/- 9,e?9 ss\\ oip (909.7) 46.45 / - i O O V i \ 907.6 - T ~U ° 0 40.07 \ ` ? 076 .0 (3~ I~ 902.1 / I ❑0 r 908.0 O I 902.9 U-) O 0 10 o s / O 2p 50 907.7 tOj .96 08 C) 907.8 n o .00 W C-1 19.50 901.8 6- C\j 00 30.5 - N~~3' x 000.8 Q 90 0 907.6 83 0 N ~s /908.0 90 . 0) 0 co Fo 70 i o o 16.0 '2' _--I37. < ° Co O v~.~. co u I 2 C~ >C to Q) r0 C / 2.0 0 0 .0 ~ ~t I 8/0 g Z; I ~a C?00?l r~9 pf0 <I 902.4 O \ Co o o a .,7 CO 0 \o / R° 2 I a a Doti . BENCH MARK: p 906.0 17 10 I Uj TOP OF SPIKE ---------41.5 I ,Qw ELEV.=907.89 ` SJ ~9 90 \ l 898.0 a~ 900 5) 908.9 •9J \ ~ X 900.2 X l Aj \ N I / t) I W o~ \ In N t 00 y~f 908.2 \ I 0U') o ~ N \ M SR)Q z O \ 41, LOT AREA =15389 SF 6'PQ~, eD HOUSE AREA =2076 SF PORCH AREA =173 SF SIDEWALK AREA =69 SF DRIVEWAY AREA =761 SF EI11 COVERAGE = 20.0% SODDED Diu ° I ./7 BUILDING COVERAGE = 13.5% / y f J~~~ 897.7 5 BENCH MARK: TOP NUT HYDRANT LOTS 9-10 BLK 7 ?O~ (897.7) ELEV.=910.76 896.5 NOTE: ADD FOUNDATION LEDGE AS REQUIRED 896.1 LOWEST ALLOWABLE FLOOR ELEVATION :901.6 NOTE: GRADING PLAN BY PIONEER ENIGNEERING LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 903.3 / LOCATION of STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR To LOWEST FLOOR ELEVATION CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. 911.3 / TOP OF FOUNDATION ELEV. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. Q DOOR 911.0) / HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER DENOTES CONSERVATION POST THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 10, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 17TH DAY OF SEPTEMBER 2012. REVISED: NOTE: 9/18/12 STAKE HOUSE SIGNED: PI NEER ENGINEERING, P.A. SCALE 1 INCH = 30 FEET 5/6/13 add deck BY: 7299 111195034 Peter J. Hawkinson License No. 42299 Office use RECEIVED t~AY 0 6 °Fti1& ? Pitt. } Qq of I 3$30 Road I Eagm UN 56122 l Elie ReCeivet Phone: (651) L Fax. (651) 675.6694 End: plannirxftoitvofeauan.com ZONING PERMIT APPLICATION p Please krvrft I n or~lmenta on a scaled site pan drawing dint si~otlss lot If"", sumcbmes and existing moons. Site Address. 953 Maple Trail Court Owner Name- Jeff Johnson N : Dakota Unlimited, Inc Phone: 651-423-3995 Y Address: 15953 Biscayne Avenue W City .r;p: Rosemount, MN 55068 Applicant S+g mWre: Date: rf~i ;Y cheryl.helgeson@dakotaunlimited.com Ernal r 0 Retaining Wall <4 feet Cf Driveway D Outer: Q Patio © Sport cost Sidewak Ri Fence Install 406 ' of 4' black ornamental iron fence f t Denied D~dt~ / Staff 4" C '~C v 7 U ,c. G r(-= 7~ ~ v sL ~ ` 1 E ~ .,-'~'froFerty lines to be verified L" by contractor/owner. Revised Pfau Aped: Yea INo Deb: Staff: QWft,**toVpj oft muMm prod, f in #0 R f-Way, *P- AW med d Def0ed cleft: Staff Notes: ReWls" Ap pmvW: Yes 1 NO ORW staff COMMENTS c CALL BEFORE YOU DIG, Call Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. Gall 48 hours before you intend to dig to receive locates of underground utilities. G:Ouilding 1r*pec#iW$\PERMITAPPLICATIONS12f111\2011 Permit Applications Work Order # DAWoTA~w*wo Office: 651-423-3995 Fax. 651-423-3996 www.dakotaunlimited.com FENCE. GATE. RAID. IRON. CUSTOM. b~ MN License # BC131577 15953 Biscayne Avenue West Estimate Date ~ Rosemount, MN 55068 Order Date INSTALLATION ADDRESS: BILLING ADDRESS (IF DIFFERENT) Name' rspr rJ9~v Name Address Address City `r' State ty Zip ' City State Zip Phone H / W Contact: Hudson Pa a/Grid treest Phone: Fax: PVC Ornamental Stee212 loom Wrought Iron Brand: Footage: Brand: ge: 0"~' Height: Footage: Height: Walk Gates: Heigh t:✓' WalkGatesy`'° Style: Color: Style: Drive Gates: Style: Drive Gates: f Post Size: Post Caps: Channel Size: #/Section: Color: Other: Color: e2WJI~~ Other: Picket Size: Spacing: Posts: Posts: d' ' Walk Gates: Drive Gates: Post Caps: S acin Finish -Type- her: PLEASE CHECK ALL THAT APPLY° Special Install Date: ❑ Combination Job ❑ Prop. Pins Visible Survey Needed ❑ Private Gas or Elec. ❑ New Development ❑ Pool ❑ Haul Dirt $ ❑ Tear Out $ 111❑ Dumpster ❑ Sprinkler System* ❑ Latch Type ❑ Yard Condition Side of Street N S E W Side of Cross Street N S E W Permit Responsibility: ❑ Customer ❑ Dakota Unlimited Not Needed Layout Diagram • Installation to begin ASAP. Call ahead. ! • Customer to see back of contract for terms and t conditions of sale. • Customer agrees to assume all financial responsibility for repairs to damaged sprinkler system. als e '6 P ',,may Property lines to be verified by contras or owner. Customer assumes responsibility of reading contract terms and conditions listed on reverse side of contract. Current retail prices will apply to all additional material and/or labor furnished by Dakota Unlimited, Inc. resulting from customer changes to this agreement. PLEASE TAKE NOTICE: (A) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS (B) UNDER MINNESOTA LAW, YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE, OR WITHHOLD THE AMOUNTS DUE THEM FROM US UNTIL 120 DAYS AFTER COMPLETION OF THE IMPROVEMENT UNLESS WE GIVE YOU A LIEN WAIVER SIGNED BY PERSONS WHO SUPPLIED ANY LABOR OR MATERIAL FOR THE IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE. Dakota Unlimited proposes to furnish a install in acGo c ce with the above Acceptance of Proposal r' The price and specifications are satisfactory and acceptable: specifications for the sum of $ I/we hereby authorize you to proceed with the work as specified. I/we agree to all terms as outlined. DEPOSIT: Date Accepted Progress Payment: by Balance due upon completion: Authorized Visa Card Master Card Discover Card (Circle one) Representative . Credit Card # Exp.: This proposal valid for days. BALANCES OVER 15 DAYS WILL HAVE A FINANCE CHARGE OF 1.5% PER MONTH (18% BUYER AGREES THAT ALL WARRANTIES ARE VOID IF THE ANNUAL) OR $2.00 MINIMUM CHARGE. PAYMENT TERMS HEREOF ARE NOT MET. White - Customer Yellow - Seller Pink - Seller CAN I ti J S BENCH MARK: r- TOP OF SPIKE a ' ELEV.=907.64 a 128,37 m t- 0005 59"* 0 \ tag r -j { ~ 600 ~ a 40.p7 . 9o7-6 .s AOL 8027 ® r 9oa o 1 9029 N - L 10 O 2Q.50 907.7 1 g d CC) °3 p OQ/t,J et, lg ~y .a 9D7.8 co 00 N ~ Q 9oT s~ IQ 8J 90 00 off 701 o w~. s Z o° ~fr.. -137.2 f 3 1 _ C7 >c 1 c~i cd ~J Q/ Qo ° 4 a ! 01 ~ ~ 9o2a BENCH MARK: %9- Aso 77 10 1 TOP OF SPIKE ----------s$y ELEV.=907.89 -1 r9 (898.0)4 \ O ~ soglz X n `gQg) 9oaa?9 W Property lines to rifle °a N by cunt rloWnor. 0 q O S yg9oas ~ ~ y Q vvtG- ~ o ~>0 1/1 c ak z Sr ` + i a' 'a LOT AREA =15389 SF 'PQ3 HOUSE AREA =2076 SF PORCH AREA =173 SF p13~ SIDEWALK AREA =69 SF ~g DRIVEWAY AREA =761 SF COVERAGE = 20.0% SODDED BUILDING COVERAGE = 13.5% J l 7.7 BENCH MARK: ,2 t y.7) TOP NUT HYDRANT LOTS 9-10 BLK 7 0~ ELEV.=910.76 s9s.5 • 896.9 NOTE ADD FOUNDATION LEDGE AS REOUIRED LOWEST ALLOWABLE FLOOR ELEVATION :901.6 NOTE GRADING PLAN BY PIONEER ENIGNEERING LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS (PROPOSED) /ASBUiLT NOTE PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 3.3/ LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION :(90.13) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS TOP OF FOUNDATION ELEV_ :.(911.3) / NOTE NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 911.0) / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. 0 DOOR HOUSE PROPOSED IS NOT THE RCSPONSI83UTY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER T DENOTES CONSERVATION POST THAN THOSE SHOWN ON THE RECORDED PLAT. X OOOOO DENOTES EXISTING ELEVATION NOTE CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM -A - - DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: 1:\ Abh, 7Pr. Cityofaall Address: 953 Maple Trail Ct C,C 0,C,0 Zip: 55123 Permit #: 107720 The following items were / were not completed at the Final Inspection on: o`.' zG" /3 Final grade - 6" from siding r Permanent steps — Garage v Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn N/4 Trail / Curb Damage �.r, c-0 oftVA411 Porch Lower Level Finish Deck Fireplace .X MAi� S G L • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists