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3489 Sawgrass Tr E4141' C!tyofEaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 61 .1I9-19 5 004 g C I I 011e Date: g3.4t?.v Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: 1 1°)4-5 '6-11^11 104 2'3'1,3 Staff: 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: 3L1T4 I 6. ` � ,^ ,n � � Unit #r:� Name: L Y �1/Y 1 Phone: 6/52 21/9 " Address / City / Zip: %tl/. 56;4 Ave N) 31' f ()J P! ett 6 Ll NMI l7 / (a Y Applicant is: Owner Contractor L-1 6- Za _ _ ,ems C N J Description of work: Nein Hovvl( Ceit44r tAd*.»- �� k� Pps "L661 Construction Cost: Multi -Family Building: (Yes / No Company: L e-vt v1 Q I%, Contact: Address: )(3O5 34/43:A/g• Al. $ t€. IOW City: 1 ( V- lou 6VI State: AA!V Zip: WO Phone: Si - 2.LI License #: 1 41" 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? ` ,.f�A Yes _No If yes, date and address of master plan: 350.°,50 �5 f 7 ^G�61 V�'S-f" Licensed Plumber: Cf tk n er M QCkan; c ) 1/ Mechanical Contractor: Sewer 8, Water Contractor: ArRia vl Phone: 952 ""I /15- 92 ��((�� 5i Phone: 11 / q -" Phone: — 2'�I11D " 1 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecail.orq 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 m st be completed within 180 days of permit issuance. x A '1° Applicant's Printed Name x Appiic nt's Signature Page 1 of 3 34 g°I 3a0vos Tr, r DO NOT WRITE' BELOW THIS LINE SUB TYPES Foundation _ Fireplace Garage Deck Lower Level Single Family Multi 01 of _ Piex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wail DESCRIPTION Valuation Plan Review (25% 100%__) Census Code # of Units # of Buildings Type of Construction Interior Improvement Move Building Fire Repair _ Repair Nib REQUIRED INSPECTIONS `e Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final )4. Framing Fireplace: Rough In 4Air Test Final Insulation Sheathing _ Sheetrock Reviewed By: Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof Windows Egress Window i 1916 Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: _Footings Air/Gas Siding: _Stucco Lat Windows Retaining Wall: e Footings _ Backfill Final ), Radon Control Ni Erosion Control Building inspector Final Brick RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 60e)6 woo 5"1161 9/0 o 60K_ f r ?C ?. '-r. S GSli C { , 1 oQ( 7'r:- (19 ,q) 1 (; 9 1 /35,14 0,%3 Cj7( (4$'x /t'y/9 • New Construction Energy Code Compliance Certificate Per NI 101.8 Building Certificate. A building certificate shall be posted ht a permanently visible location inside the building. The certificate shall be completed by the builder and shall list infomtation and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit Date Certificate Pasted 3489 SAWGRASS TRAIL EAST City EAGAN Name of Residential Contractor MN License Number Sinclair I 'IV THERMAL ENVELOPE Insulation Location Below Entire Slab Foundation Wall I'erimeterufSlab ohs Grade Rim Joist (Foundation) Rim Joist (1" Floor+j' Wall Ceiling, flat:: 0 1J m . F rfe0 v o Type: Check All That Apply X Passive (No Fan ) a U >3. a z G z° Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene 0 a Active(Willifan and atonometet oto:: oUrersystem,nonitoriagdevice) Other Please Describe Here X. 10 INTERIOR 10 INTERIOR INTERIOR 21 44 Ceiling, vaulted Bay Windows or cantilcvered'areas Bonus room over garage Deseribc.other.msulated areas :. , X 38 X Windows & Doors Average U -Factor (excludes skylights and one door) U: 0.29 Heating or Cooling Ducts Outside Conditioned Spaces Solar Heat Gain Coefficient (SHGC): 0.29 X Not a plicable, all ducts located in conditioned space R -value R-8 MECHANICAL SYSTEMS Appliances Heating System Domestic Water Heater Fuel Type.;.: afore! Gas atural. Gas _.' Cooling System Make-up Alr Select a Type X Iectric Not required per mech. code Passive Manufacturer Lennox AO Smith Lennox Powered Model ML'193UHa90XP36C PVH5ON ACX -030-230': Interlocked with exhaust device. Describe: Rating or Size Structure's Calculated` Efficiency PLAN SINCLAIR Input in BTUS: lies Loss AFUE or HSPF% 88,000 67,584 „' 93 Capacity in Gallons: 50 Output in Tons: Heal Gain SEER: Calculated cooling load: 2,5 21,527, 13 25,746 Other, describe: Location of duct or system: Cfm's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type " metal duct Combustion Air Select a Type Not required per mech. code X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Ene Recover Ventilator (ERV) Capacity in cfms: Low: X Continuous exhausting fan(s) rated capacity in cfms: High: 2 continous fans on low TOTAL 90CFMS Location of duct or system: Mechanical Room Location of fan(s), describe: Owners bath, Main Bath Cfm's Capacity continuous ventilation rate in elms: 90 6" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 465 " metal duct Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Submitter: Noise Impact Area Lennar 16305 36th Ave. No. Suite 600 Plymouth, MN 55446 952-249-3000 Airport - MSP International Noise Zone - 4 New Infill Residence is a "COND" use in Noise Zone 4 Plan Reviewed: /Oo7 ,Q' S ClAt/Z - FULL.- Fe No. 3y89 SAk 2EPt5S-rlzAn. PST Information Submitted: Annotated architectural drawings including: Windows: Atrium Swinging Patio Doors: Atrium Entry Doors: Therma Tru Skylights: N/A Compliance with STC Requirements: Average window/wall area for exterior wall: 3. G7 With this window/wall area ratio and STC 40 walls, windows with an STC 30 can be used to meet the noise reduction requirements; Summary: Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the exterior building shell so that the construction should meet the compatibility guidelines. Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Review Completed (date): /kW. 1, 0043 Review Completed by: Tom Tamte Compliance with Procedures to Ensure Adequate Noise Attenuation: Exterior wall construction: LP Smart Board 15/32" sheathing Tyvek wrap 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Peaked roof with manufactured trusses 24" O.C. Roof vents Shingles 15# felt 1/2" sheathing Blown insulation R-44 5/8" gypsum board Mechanical Ventilation System: 3 -ton central air conditioning unit Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked with butyl -based caulk Fireplace Chimney Cap: Built-in flue damper, chimney cap, glass enclosed Ventilation Duct Exterior Wall Penetrations: All exterior ducts will have bends as required by the ordinance Door and Window Construction: Windows: Atrium (30 STC) Sliding Patio Doors: Atrium (30 STC) Entry Doors: Therma Tru (29 STC) Skylights: N/A Other Exterior Wall Penetrations: Sill sealer between plates and blocks ombustion Air Calculations orm For New Dwellings uctions:are available attheCi tY website and of Cary Hali The completed form must be submit- lonof'a:mechanicai permit for new construction Adclitional forms maybe downloaded and printed at: Site address • `': Contractor F Date (YIr.i.�.,_�H.rt Completed By Section A Square feet (Conditioned area including Basement- finished or unfinished) Number of bedrooms Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) S Total required ventilation Continuous ventilation f 7r� 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 N.1104.2: ; .. Total :and ::Continuous Ventilation Rates (in cfm) Number of Bedrooms. 'Conditioned:space (in sq ft ) 1060-1500 ;1501-2000 1 Total/.>: continuous 2 3 4. 5 6 200112500: 2501-3000 ,300).3500 60/40' 70/40. .. 80/40 Total/ continuous 75/40: 85/43 Total/ continuous Total/ continuous Total/ continuous Total/ continuous •90/45� 105/53. 120/60 135/68 95/48. 100/50 115/58 130/65 145/73 110/55: 90/45 100/50 3501 4000 . 4001-4500 4501-5000 5001 5500 5501-6000 110/55 :105/53' i115/58 • :120/60. 130/65:: 140/70'::':: 125/63 120/60 .125/63 135/68,: 140/70 150/75 130/65 145/73 160/80 135/68 145/73 155/78. 165/83. Equation 1 • 11 (0:02 x square feet of conditioned space) + [15 x (number of bedrooms +1)] = Total ventilation rate (cfm) 140/70 150/75 160/80 170/85 180/90 155/78. :165/83 175/88 185/93 195/98 170/85 180/90.. 190/95. 200/100 .21.0/105 155/78;... 165/83: • 175/83;.,': 185/93` 195/98:' , 205/103 215/108 225/113 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 (l-1RV) 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. G:ISAFETYWKtvent-makeup-comb air submittal (2).docx Page 1 of 6 LLI Balanced; HRV (Heat Recovery Ventilator) or ERV Ventilator)- cfm of unit in low must not exceed co lotion rating by more than 100%. Ventilation.Method.. (Choose either balanced or exhaust only) rr {Energy Recov- ery Exhaust only t'cn,T C..04, %pc continuous venti- Continuous fan rating in cfm Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) 9d Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Directions.- The ventilation fan schedule should describe what the fun is for, the location, cfm, and whether it is used for continuous or intermittent ventilation: The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) 1`Yc,.A4-1 r r 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 NAV 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 Ventilation Fan Schedule Description Location Continuous intermittent Rortli l"E1rJ rl,� crS./r✓ Ill '/Q RU P-t4t iii e-) Lp7�i4T1% Mil/. &'rile tS/N'P tt r4,.r r'Jv a?w / p -o G Directions.- The ventilation fan schedule should describe what the fun is for, the location, cfm, and whether it is used for continuous or intermittent ventilation: The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) 1`Yc,.A4-1 r r 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 NAV 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 Page 2 of 6 Make-up air Passive (determined from calculations from Table 501.3.1) �t Powered (determined from calculations from Table 501.3.1) / l PA 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) ihiR Monne nett ran, i.. .n Page 2 of 6 Directions In order to determine the makeup air, Table 501.31 must be filled out (see below). For most new installations, column A wilt be appropriate;` however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC S01.3:3. Please note, if themakeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per !MC501.3.2.3. 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 KA1R method for calculations) One or multiple power vent or direct vent ap- pliances or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column 8 One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical - ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) ... 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (Including :;unfinishedbasements).. .3 .S S Q,.3 Estimated House Infiltration (cfm): (la xlbY .. .. S3- 2: Exhaust Capacity; :.: a) continuous exhaust only ventilation system (cfm), (not applicable to ba- systems such as HRV):..:.' :..., 96lanced,ventilatlon b) clothes dryer(cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood. typically: (not;apphcableIfredreulatingsystem or if powered. makeup air is electrically interlockedand Match to exhaust) f t X 300 w �" 0 d) 80%;of next largest exhaust rating (cfm) bath fan.typically :: (not applicable if recirculating system or If powered makeup alris electrically interlocked and Matched to'exhaust) Not Applicable Total Exhaust Capacity (cfm); (2a +,2b:+26:+ 2d) r ifta 3. Makeup Air Quantity (cfm) ..• a) total exhaust capacity (from above) 1(6g' b) estimated house infiltration (from above) .`:.. 53 Makeup Air Quantity (cfm); 13a -3b) .. (if value is negative, no makeup air is needed) AlY S 4. For makeup Air Opening Siz€ng, refer to Table 501.4.2 A. Use this column if there are other than fan -assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used. B. • Use this column if there is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column If there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3 .2 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 One or multiple power vent, direct vent ap- pliances, or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column 8 One atmospherically vented gas or ol1 ap- pliance or one solid fuel appliance Column C Multiple atmospherically vented gas or olI ap- ()fiances or solid fuel appliances Column D Duct di- ameter 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 g Passive opening w/motorised damper 318-419 196-258 136-179 84-110 9 Passive opening w/motorlzed damper 420 — S39 259 — 332 180 — 230 111-142 10 Passive opening w/motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. if flexible duct Is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted, C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance Is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) .y( Passive (see IFGC Appendix E, Worksheet E-1) Size and type 6.'• P74), Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 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, Boller, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance Information. Furnace/Boiler: _Draft Hood _ Fan Assisted k Direct Vent Input: Btu/hr or Power Vent Water Heater: _ Draft Hood X Fan Assisted Direct Vent Input: 1/0 .1 }O Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. ,Co?C) �1 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: J 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. (00 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)1s greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is fess than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIA{�IC'fES) Total Btu/hr input of all fan -assisted and power vent appliances Input: r 0, ad U Btu/hr ft3 Use Fan -Assisted Appliances column in Table E-1 to find RVFA: ji 00 v ft3 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 = + _ de, O TRV ft3 If CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2)/1 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 = .5. Step 6: Calculate Reduction Factor (RF). / 3000) RF=1 minus Ratio RF=1- . it Step 7: Calculate single outdoor opening as If all combustion air Is from outside. e/ Total Btu/hr input of all Combustion Appliances in the same CAS Input: IU,D Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per In' Step 8: Calculate Minimum CAOA. CAOA 4'I,, 0 et) / 3000 Btu/hr per 1n2 = /3,33 in' Minimum CAOA =CAOA snuff/plied byRF Minimum CAOA = 13.33 x . $Z = /U, y,3 in' 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 =.3.7 y 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 Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax 952-445-7487 Job: Sinclair 4007 Date: November 21, 2013 By: Scott Project Information For: 3 '9 &L. f. r %� F Notes: Desi'. n Information Weather: Minneapolis -St. Paul, MN, US Winter Design Conditions Outside db Inside db Design TD -16 °F 70 °F 86 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 88 °F 70 °F 18 °F M 50 % 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 50659 Btuh Structure 21107 Btuh Ducts 585 Btuh Ducts 194 Btuh Central vent (98 cfm) 8994 Btuh Central vent (98 cfm) 1872 Btuh Humidification 7347 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 67584 Btuh Use manufacturer'spdata n Infiltration Rate/swing sensible load 2 527 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 1792 Btuh Ducts 60 Btuh Heating Cooling Central vent (98 cfm) 2367 Btuh Area (ft2) 3584 3584 Equipment latent load 4218 Btuh Volume (ft3) 21000 21000 Air changes/hour 0.13 0.07 Equipment total Toad 25746 Btuh Equiv. AVF (cfm) 46 25 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model MLI93UH090XP36C-* Cond 13ACX-030-230*15 AHRI ref 4792134 Coil C33-38*++TDR AHRI ref 4633928 Efficiency 93AFUE Efficiency 11.0 EER, 13.5 SEER Heating input 88000 MBtuh Sensible cooling 20720 Btuh Heating output 83000 Btuh Latent cooling 8880 Btuh Temperature rise 79 °F Total cooling 29600 Btuh Actual air flow 987 cfm Actual air flow 987 cfm Air flow factor 0.019 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 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . -4i- wrightsoft Right -Suite 0 UMversal 2012 12.1.06 RSU13410 ACCA ...1Desktop\Heat Losses 20131Lennar 4007 Eagan.rup Calc = MJ8 Front Door faces: N 2013 -Nov -21 12:03:07 Page 1 -- wrightsoft Component Constructions Entire Nouse Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 852-445-4692 Fax 952-445-7487 Job: Sinclair4007 Date: November 21, 2013 By: Scott Pro ect information For: Design Conditions Location: Minneapolis -St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating -16 15.0 Cooling 88 19 (M) 71 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 86 Relative humidity (%) 50 Moisture difference (gr/ib) 54.6 Infiltration: Method Simplified Construction quality Tight Fireplaces 0 Cooling 70 18 50 36.6 Construction descriptions Walls 12F-Osw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm 15B-10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-10 ins, 8" thk Partitions (none) Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC=0.29) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC=0.26) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC=0.33) Doors 11Jo: Door, mtl fbrgl type Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 5/8" gypsum board int fnsh Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Bluhift'-'F It 'FIBtuh aluhffi' Btuh etuhllt' Btuh n e s w all n e s w all n $ w w all e 586 0.065 21.0 564 0.065 21.0 536 0.065 21.0 481 0.065 21.0 2167 0.065 21.0 272 0.050 10.0 320 0.050 10.0 272 0.050 10.0 293 0.050 10.0 1157 0.050 10.0 5.59 3276 1.21 710 5.59 3150 1.21 683 5.59 2995 1.21 650 5.59 2691 1.21 584 5.59 12112 1.21 2627 4.30 1170 0 0 4.30 1376 0 0 4.30 1170 0 0 4.04 1186 0 0 4.23 4901 0 0 8 0.280 0 24.1 193 10.5 84 58 0,280 0 24.1 1401 18.5 1076 158 0.280 0 24.1 3800 32.1 5460 27 0.290 0 24.9 664 32.2 859 251 0.290 0 24.2 6058 28.2 7078 76 0.280 0 24.1 1834 29.3 2229 w 41 0.270 0 23.2 947 35.6 1453 e 40 0.600 6.3 51.6 2078 17.9 721 1464 0.022 44.0 1.89 2770 0.95 1396 wrightsoft Right -Suited) Universal 2012 12.1.06 RSU13410 ACC• A ...1Desktop1Heat Losses 20131Lennar4007 Eagan.rup Calc =MJ8 Front Door faces: N 2013 -Nov -21 12:03:07 Page 1 Floors 20P -38c: Fir floor, cav ins, amb ovr 20P -38c: Fir floor, cav ins, gar ovr 20P -38v: Fir floor, cav ins, gar ovr 22A-tpm: Bg floor, frm flr, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-38 heavy dry or light damp soil, on grade depth 38 0.030 38.0 103 0,030 38.0 155 0.030 38.0 148 1.180 0 2.58 98 0.40 15 2.58 266 0.40 41 2.58 400 0.40 62 101 15019 0 0 wrightsoft" Right -Suite® Universal 2012 12.1.06 RSU13410 .cas, ...1Desktop1Heat Losses 20131Lennar 4007 Eagan.rup Calc = MJ8 Front Door faces: N 2013 -Nov -21 12:03:07 Page 2 M 0 as 1, Ear 0 11 a X CO Or U. 0 On co• vs w - ZZ Zw co� z� ttit Q i 0o <0 1-1-110L31 s9M I V) Ti rqva,---._4 0 a. O v 6.O 4. 5 OO aI� F n. a 0 a P 6 J tu M m U ;3 x ,„ to1 Clc (41:4"WrCrCi(R.-4 r r r r r L7 r r N r- r rt. Q W cc co(9 co (9 m 00,z W coo X Z €OI d 0 ++k W W W Cu W W W W W W W W W W 0 0 0 z0 0 0 0 0 0 0 0 0 CO am Z Z z ZZZZZZZZZ -7' Z CO 4< Q 1 6 W I-:. us i a: ¢ a w m a m d E U f m x w E ti X! O' H c e re c0 13 V U' {j U (j U U U EL a. a c1 Z o vi p to v1 No' o g .0 t Z U F F ?�„ .�j d' Q M m- �" f I- (+j U fn U U U f!i (O (� i M O U O o Q c co y U 0 i i0 co U n' y M M = U (7 M- Q f- O cq d U V o ci re 04 Un H z Z t N C7 (7 O O J Q Q ac w a ut z v) Z UT �J (7 0 d C7 O'' 0 °-, :- z= x co, m z❑ z z z x Q€ O co m u. rn O co O co n W co co u_ Z 0 0 0 < 0' 0 0 0 0 0 0 C7 Q * OD N d N N N Z 3t 4* # a. +Ik # V V o M S r w iZ G N N 0 N N N r N fo CO N CO e-` N a CO M v) fU W N c:4". 0. a O CO x_� z 2 co m co 0 cc O 0 M H W as Q po M CO d K OI 0 v V'''' V x x x cP3 x 0� v n 0 0 v CO m LENNAR SINGLE FAMILY 11 0 c 0 t m a N N d c5 m E TO f g c� a. co u) c �r LL a_ coi co: N: g g o v v v v �i M t4 M m a N NN 0 .SY 0 SP1 0 X 0 /H 0 • ❑ ❑❑000000❑❑❑❑Add(Change PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 1,0 9, Rioick a - eAcL 4 S Add DATE OF SURVEY: eII to�J3 LATEST REVISION: DOCUMENT STANDARDS • 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.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in RNV and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ❑ 0 • Property corners 0 0 • Top of curb at the driveway and property Zine extensions 0 0 • Elevations of any existing adjacent homes ,Z' 0 0 • Adequate footing depth of structures due to adjacent utility trenches O 0 • Waterways (pond, stream, etc.) Proposed ,e 0 0 • Garage floor ,S' 0 0 • Basement floor df 0 0 • Lowest exposed elevation (walkout/window) ' 0 0 • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) 0 % 0 • Easement line ❑ ❑ • NWL 0" D • HWL ❑ y 0 • Pond # designation O 0 • Emergency Overflow Elevation 0 )2r 0 • Pond/Wetland buffer delineation Y e9 • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ,21/ 0 0 • Lot lines/Bearings & dimensions ,g' 0 0 • Right-of-way and street width (to back of curb) y 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures .AK 0 0 • Retaining wall requirements: Reviewed By: G/FORMS/Building Permit Application Rev. 11-26-04 Date /Z./.3 1 A 31 Votwimum S cp'eS s i i tp ,� b'tall ON required 1 Scale: 1" = 20' O O Lot 9, Block 2, STONEHAVEN 5TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 3489 Sawgrass Trail East, Eagan, Minnesota House Model: 4007 Elevation: B3 Buyer: Kasireddy � I eon • mM---> SAWGRASS S87°28'19"E RAIL EAST l 65.00 co co (883.8) Benchmark: Lr) top of spike M elevation =884.20•••••• (886.0 m co c 0 0 -o 0 0 tl (886.0) 833 Lot area = 8840 sf House area = 1792 sf Porch area = 102 sf Sidewalk area =34 sf Driveway area = 810 sf Impervious Coverage =31. % g---�- Building Coverage =21.9 % (881.4) 0 0 N CO (883.0) O to 0 Benchmark: top of spike ,." elevation =882.53 ,n t7 fY tf: 03 O N O to .-1 N 03 eF N 00 co co 1 Drainage and utility 1 easement per plat Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion 3. Sidewalks shall drain away from house 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. control. a minimum of 1.0%. N87°28'19"W General Notes: 1. Grading plan by Pioneer Engineering last dated was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. 65.00 O O (884.9) Vacant (884.9) , -> - (881.6) LAGAN t'sNGINLEKUvci ober, X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction A Denotes spike Lowest allowable floor elevation : 877.7 House elevations (Proposed) / As -built Lowest Floor Elevation : (878.4) / Top Of Foundation Elev. : (886.4) / Garage Slab Elev. ® Door (886.1) / We hereby certify to Lennar Corporation that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 09/06/13. BY: Signed: g Pioneer ngineering, P.A. /Vv � Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com PI$NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ph. : (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.com 2422 Enterprise Drive Mendota Heights, MN 55120 Revisions: 1.) 9-9-13 Stake House 2.) 9-30-13 Restake House Project # : 113206009 Folder #: 7498 Drawn by: kks Certificate of Survey for: Lennar Corporation 16305 36th Ave N Ste #600 Plymouth, MN 55446-4270 Phone: (952) 249-3000/Fax: (952) 404-1909 (Cl 1111 1 Pinnppr Fnainpprina City of Eagan PERMIT City of Eaan Permit Type: Plumbing Permit Number: EA119636 Date Issued: 12/10/2013 Permit Category: ePermit Site Address: 3589 Sawgrass Tr E Lot: 14 Block: 3 Addition: Stonehaven 2nd PID: 10-72701-03-140 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. Bob Sable 5242quebec Ave N. New Hope, MN 55428 Fee Summary: PL - Permit Fee (WS &/or WH) $55.00 Surcharge -Fixed $5.00 0801.4087 9001.2195 Total: $60.00 Contractor: Bob Sable Services 5242 Quebec Ave N New Hope MN 55428 (612) 534-6526 - Applicant - Owner: Us Home Corporation 16305 36th Ave N Minneapolis MN 55446 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. Applicant/Permitee: Signature Issued By: Signature ?e' 311ic1 s•,Larnss TR E ## Please do not write below this line ## Your request (#30373) has been completed. Reply to this email to reopen your request. Jeremy Schreiner (Wood Products Technical Support) Mar 03 12:55 PM Matthew, Below is the documentation for this hole in the top flange of the joist. No repair is required as detailed. Call or reply with any questions. Jeremy Schreiner Technical Support - Trus Joist Engineered Wood Products jeremy.schreiner@weyerhaeuser.com toll free 1-800-438-1427 1 direct 651-637-0446 Attachment(s) Request## 30373.pdf Matthew Remund Mar 03 12:10 PM Hi Mark, Here is the address that I was talking about on the phone. This is the one where the electricians drilled through the top chord during their rough -in. I am attaching pictures of holes and a picture of the first floor joist layout page and the area where they drilled the holes. The joist they drilled into was the F24' I bubbled the area where they did it. 4007 - Sinclair B is the plan. Let me know if you have any questions. Thank you, Matthew Remund Construction Manager Lennar matthew.remund@lennar.com www.lennar.com 9trehi-k*- 11914S Office Phone: 651-605-0437 Cell Phone: 612-998-7796 16305 36th Avenue N, Ste 600 Plymouth, MN 55446-4270 From: "Weegman, Mark" <mark.weegman@weyerhaeuser.com> To: Matt Redmund <matthew.remund@lennar.com> Date: 03/03/2014 09:17 AM Subject: Test Sent from my iPhone Attachment(s) ATT00001.gif joist layout sheet - 3489 Sawgrass Trail East.JPG Holes in the top cord - 3489 Sawgrass Trail EastjPG Provide feedback to our support team by clicking on the appropriate rating link at the bottom of this email. How would you rate the support you received? Good. I'm satisfied Bad. I'm unsatisfied This email is a service from Wood Products Technical Support. Delivered by Zendesk. Message-Id:QEHR5XHH_5314d03f86e0d_322d3f9bf08c9ea410312337_sprut 2FOR T MEMBER REPORT 1st Floor, Floor: Joist � 1 piece(s) 11 7/8" TM® 210 @ 19.2" OC TOP FLANGE NOTCH: SEE LOCATION ANALYSIS FOR NOTCH DEPTH D Overall Length: 22' REPAIR ANALYSIS PERFORMED - MEMBER SHOWN HAS BEEN ANALYZED TO DETERMINE WHAT, IF ANY, REPAIR IS NEEDED FOR HOLES/DAMAGE INDICATED BELOW. - REPAIR FOR CONDITIONS SHOWN (IF REQUIRED) IS SHOWN ON ADDITIONAL PAGE(S). All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results; Member Reaction (lbs) Aqua! 4D Lo 1285 @ 6'3 1/2" All 2565 (5.25") Passed (50%) LDF 1.00 do 1.0 D + 1.0 L (All Spans) Shear (lbs) 668 @ 6' 7 3/4" 1821 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) -1800 @ 6' 3 1/2" 3795 Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Dell. (in) 0.149 @ 14' 7 7/8" 0.383 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.184 @ 14' 8 1/16" 0.767 Passed (L/998) 1.0 D + 1.0 L (Alt Spans) TJ -Pro'" Rating 45 Any Passed • Deflection criteria: LL (L/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -223 lbs uplift at support 1. Strapping or other restraint may be required. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge"" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro"" Rating include: None Supports ,....., .. .. , Shear (Ibe) Actual /! wed / LDF tengtii L tbSuppar# (Ibe) "t' ceS Total ;Available � tegw ed v Lice Thai 1 - Plate on concrete - SPF 5.50" 5.50" 1.75" 6 200/-229 206/-229 Blocking 2- Stud wall- SPF 8.50" 8.50" 3.50" 269 1016 1285 None 3 - Stud wall - SPF 5.50" 4.25" 1.75" 105 426 531 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied d rectly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no load applied directly above them and the full load is applied to the member being designed. ' A% `_xwyaSj System : Floor Member Type : Joist Bulkling Use : Residential Building Code : IBC Design Methodology : ASD t ovation Analyata Shear (Ibe) Actual /! wed / LDF 6�� Ft -lbs) " Actualj/ / 7K 1=•.Z 5 1/2" -273 / 1655 / 1.00 .; . t sada; Nation .' - SWu tt9 < .: (0 90) 5/8": bte (EV Top 3 - 4' 51/2' 1 - Uniform (PSF) 0 to 22' -0.012 / -0.013 19.2" 10.0 40.0 Residential - Living Areas 2 - Uniform (PLF) 5 1/2" to 5' 11 1/4" N/A 5.0 - Tile Load ' A% `_xwyaSj System : Floor Member Type : Joist Bulkling Use : Residential Building Code : IBC Design Methodology : ASD t ovation Analyata Shear (Ibe) Actual /! wed / LDF 6�� Ft -lbs) " Actualj/ / 4007 B - Sinclair 3489 Sawgrass Trail E Eagan, MN Request# 30373 1=•.Z 5 1/2" -273 / 1655 / 1.00 -523 / 3795 / 1.00 -0.011 / -0.011 =S/8" tide (0J pn Top'FlangBu 2 --3` 5.1/2* -315 / 1655 / 1.00 -806 / 3795 / 1.00 -0.013 / -0.014 5/8": bte (EV Top 3 - 4' 51/2' -400 / 1655 / 1.00 -1110 / 3795 / 1.00 -0.012 / -0.013 S/8""Fhd (0) t t robot No' Forte. Software Operator Job Notes Jeremy Schreiner Weyerhaeuser (651) 637-0446 jeremy.schreiner@weyerhaeuser.com 4007 B - Sinclair 3489 Sawgrass Trail E Eagan, MN Request# 30373 3/3/2014 12:50:27 PM Forte v4.1, Design Engine: V5.7.0.245 Ca/c.4te Page 1 of 2 Ye - ewe rNo, Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims 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. The product application, input design loads, dimensions and support information have been provided by Matthew Remund w/ Lennar NO REPAIR REQUIRED TAINABIf FORESTRY tNlTIATM ?crivA-.°XV Itt145-- - JOIST RETAINS SUFFICIENT CAPACITY TO SUPPORT LOADS SHOWN 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 WITH THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. Forte Software Operator Job Notes Jeremy Schreiner Weyerhaeuser (651) 637-0446 jeremy.schreiner@weyerhaeuser.com 4007 B - Sinclair 3489 Sawgrass Trail E Eagan, MN Request# 30373 3/3/2014 12:50:27 PM Forte v4.1, Design Engine: V5.7.0.245 Calc.4te Page 2 of 2 City of Eayn Address: 3489 Sawgrass Tr E Zip: 55123 Permit 119745 The following items were / were not completed at the Final Inspection on: 0' Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • 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. e~ Building Inspector: GABuilding InspectionsTORMS\Checklists Use BLUE or BLACK Ink 7*6 ,d, r For Office Use 1 �ll�'' �� Permit#: � �����4 �'©j CityEaall Permit Fee: 7-o��-/ 0 3830 Pilot Knob Road V Rm1.,, Eagan MN 55122 R c"K,i r r,. .� Date Received: 7-02N---1 7 -rail Phone: (651)675-5675 buildinginspectionsOcitvofeagan.com Jilt 2 5 2017 Staff: / — 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: h Name:Sf 1^1 t/C� li-� .. f Ct,.s1 • Y ' I/,.���,..,�,WA,�,. Phone: I Resident/ 1 Owner I Address/City/Zip: Y ( 54t,.. 5S 7r-/ I -'Applicant is: Owner Contractor Type of Work Description of work: A/c-,��✓ /✓�� 6 - i Construction Cost: 6 c©o Multi Family Building: (Yes /No ) . j Company: 471l. JR cD?-1,s-/f--ud7-#h Contact: "OA(....6 Y Contractor Address://3 I //@t4&-V 0- Ar City: Gbh fa��r I State: !,��Zip: ._S-- --V35 Phone: ry��Email: � C J s License#: e(, /Z 5--6, 7 6 Lead Certificate#: Pi i If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes a/' No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. 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. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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. Applicant's Printed Name Applicant's Signature Page 1 of 3 7 DO NOT WRITE Lt`W THIS LINE . (Y :, r SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration(Single Family) Single Family Garage Porch (4-Season) Exterior Alteration(Multi) Multi 2c, Deck Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES IC 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 Si pO.. Occupancy :EV-C-1 MCES System Plan Review Code Edition in fl Zo 15- SAC Units (25%_ 100% 2.) Zoning ?•P City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length / (o Fire Suppression Required Type of Construction V5 Width 2.c REQUIRED INSPECTIONS Footings (New Building) Meter Size: )C Footings (Deck) Final I C.O. Required Footings (Addition) , Final I No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final jc, Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In _Air Test Final Siding:_Stucco Lath _Stone Lath _Brick_ EFIS Insulation Windows Sheathing Retaining Wall: _ Footings_ Backfill_ Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: " IfV 1 1-l-f} , Building Inspector RESIDENTIAL FEES Base Fee 3 2 v 5/ • Ffi Surcharge f/'� Plan Review ``_=' /5.n 51 • .f • MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Copies TOTAL Page 2 of 3 i _ Lot 9, Block 2, STONEHAVEN 5TH ADDITION , / 1-(`/S-‘ according to the recorded plat thereof Dakota County, Minnesota il Address: 3489 Sawgrass Trail East, Eagan, Minnesota :1r rn. n Slopes House Model: 4007 Elevation: B3 � .,_,;-1',:4_ Wall WM Buyer: Kasireddy Ss v;.., ;quir Scale: 1" = 20' 1 1 I C/ ,r---T-----1- -%--1----_1__ o con 1 RAIL EAST l ----1 oc4i -;--- ' - co con �- - -s==-- s -- S87°28'19"E 65.00 .......... ..........................Evimir. M a) � N • 2 (883.8) ,, - - - o (883.0) _ _ _ _ � _ - till Benchmark: io . 6.5% u) top of spike o "lI o • 10 elevation =884.20 M ( I PROPOSED° I t5 o •� DRIVEWAY I I' "� Benchmark: N. I 1 (885 2 4' top of spike I � 1 r••• ) 1 . elevation =882.53 0 886.0 5,02 (886.1) 1 m X co 1 22.00 0 10.50 (885.7) 1 M tO ° co N I s.:;d (884.9) I `fir I 17.50 co 00 Q COo/ / Mporch a NGarage 17.50 ,i-In I CO co .-..4 10.00 - N�r I o ui Vacant 0 6 1 66 I `toCO o e Proposed I " I c 41 o House /r° I LL , I _ 8'4" F.B. N I t1....... ' I / I p' L__-_ 40.00 4 1 N a 2 I ,c. �' (885.7) ep N�/.5 i N coo D� (884.9) wt I x (SSs.o) 2 I (885.2) d� I 7m x/31 b? o o ) I - it (/) I X ZQ I o 11. N t F \/ I - N• I (/) 8,. ,, ,/,*, i I 9 I Da.... I I LAGAN II:NGLNF;WUNG DEA'. Lot area = 8840 sf 5 II I I House area = 1792 sf L 5 x 000.00 Denotes existing elevation Porch area = 102 sf __ -t- __ __ __ __ __ _ ( 000.00 ) Denotes proposed elevation __ I - - - -- Denotes drainage flow direction Sidewalk area =34 sf O 1 Drainage and utility CO A Denotes spike Driveway area = 810 sf 1 easement per plat 0 Impervious Coverage =31. % -z-=-- - _ zb- Building Coverage =21.9 % (881.4) (882.5 -, >� Construction Notes: E.O.F. m(881.6) Lowest allowable floor elevation : 877.7 1. Install rock construction entrance. House elevations (Proposed) / As-built 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. A'87° , ,, Lowest Floor Elevation :(878.4) / 4. Contractor must verify driveway design. IV 28 19 W 65.00 Top Of Foundation Elev. :(886.4) / 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Garage Slab Elev. © Door :(886.1) / General Notes: We hereby certify to Lennar Corporation that this survey, plan or 1. Grading plan by Pioneer Engineering last dated was used to determine report was prepared by me or under my direct supervision and proposed elevations shown herein. that I am a duly licensed Land Surveyor under the laws of the 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 09/06/13. 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: Pioneer ngineering, P.A. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 1../ 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, Professional Land Surveyor on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson®pioneereng.com Revisions: 1.)9-30-139-13 estakeuse Certificate of Survey for: PI SNEER 2.)9-30-13 Restake House Lennar Corporation CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ph.:(651)681-1914 16305 36th Ave N Ste#600 '1 2422 Enterprise Drive Fax:(651)681-9488 Plymouth,MN 55446-4270 Mendota Heights,MN 55120 www. ioneeren com Project#: 113206009 g P g' Folder#: 7498 Drawn by: kks Phone:(952)249-3000/Fax:(952)404-1909 Al PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA154596 Date Issued:04/03/2019 Permit Category:ePermit Site Address: 3489 Sawgrass Tr E Lot:9 Block: 2 Addition: Stonehaven 5th PID:10-72704-02-090 Use: Description: Sub Type:Residential Work Type:Alteration Description:Basement Fixtures 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 (miscellaneous)$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 - Sreenivasareddy Kasireddy 3489 Sawgrass Tr E Eagan MN 55123 Johnson Plumbing & Heating 9825 170th St E Lakeville MN 55044 (612) 243-3965 Applicant/Permitee: Signature Issued By: Signature