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1807 Ellie Ct184 / F iiie Coin 3203 0° x,959.23 �S•,,15 • A202 X 958.44 OS 15 3201 ?'.954.40 11s•.,8 ❑S 12 0 0' 8.17 6.00 0 0 6.00 3204 x 952.94 ❑S 50 BM 3213 x -9&,{08 OS 15 3206 o x,949.61 S 15 ,. 3205\ • h 4\ . • o % ❑ S 6 `� �`. 49 17.47 GC ` i i i PROPOSED HOUSE (WALKOUT BASEMENT) o 0 0 N N 0 0 0 35.00 0 0 0 2.0'0 0 0 8.00 3207 'x 943.05 ❑S 15 3211 x 947.23 ❑S 15 3212 3210 x 956.14 x 953.65 ❑S 10 ❑S 34 Date: City of Ea�ali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 0i l 'DOOM P t ‘.ackat. ME 1 ' n000 1, 39,4.49Y lob t4 641/4 Use BLUE or BLACK Ink For Office Use se �r, Permit 8: o1 0 Oak Permit Fee: I'1,5&'" IO,Z '1 ,,3 Lr� Date Received: Staff: Sig. Qool 2013 RESIDENTIAL BUILDING PERMIT APPLICATION 10/27/13 Site Address: 1807 Ellie Ct Unit #: Name: Endres Custom Homes Phone: 612 -221 -2215 Address / City / Zip: 15690 Duck Pond Way Applicant is: X Owner X Contractor 06615 s rP Description of work: Construction of a new Single Family Home � Construction Cost: 500.000 Multi- Family Building: (Yes / No X ) company: Endres Custom Homes Contact: Dustin Address: 15690 Duck Pond Way City: Apple Valley State: MN Zip: 55124 Phone: 612- 221 -2215 License #: BC494675 Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional infg(m on) 2012 construction 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 LNo If yes, date and address of master plan: Licensed Plumber: AC Tompkins Mechanical Contractor AC Tompkins Sewer 8, Water Contractor: AC Tompkins Phone: 952 -428 -9028 Phone: 952- 428 -9028 Phone: 952- 428 -9028 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454 -0002 for protection against underground utility damage. CaII 48 hours before you intend to dig to receive locates of underground utilities. wnww.000herstateonecall.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 must be completed within 180 days of permit issuance. x Dustin Endres Applicant's Printed Name Applicant' I' Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation 9 Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25 %_ 100% Census Code # of Units # of Buildings Type of Construction _ Fireplace Garage Deck Lower Level _ Porch (3- Season) _ Porch (4- Season) Porch (Screen /Gazebo /Pergola) _ Pool Interior Improvement _ Move Building Fire Repair _ Repair J 4'o et76=—' id REQUIRED INSPECTIONS ,41 Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water dt� Framing Fireplace:, Rough In Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies Final Air Test TOTAL Occupancy Code Edition Zoning Stories Square Feet Length Width Final Siding Reroof Windows Egress Window 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 YAr Nd yrr iv Meter Size: At Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: _Footings Air /Gas Tests _ Siding: _Stucco Lath Stone Lath _ Windows Ae Retaining Wall: Footings Backfill Radon Control Erosion Control , Building Inspector Final Brick e Final 3 G r 23?G UA) fl, •I. 3415 Sy Fr Q lG:° F " L.G / 8gt @ 95 33 Sr (24 <i/ 4, ®95 Z4 Oartit,sc 994/ & yo1j%t f( ,mot /''94 11 $7l 'C 3O %l,t 136v14 / A 34(o 41@ 95 ?y4e Page 2 of 3 NEW SINGLE FAMILY DWELLING — BUILDING PERMIT REQUIREMENTS Site Address: 1807 Ellie Ct Applicant: Endres Custom Homes Phone Number: 612 -221 -2215 Check ✓ Appropriate Box ® One (1) signed and completed building permit application including a current contractor license number. ® Two (2) copies of detailed plans, drawn to scale including but not limited to; foundation plan and wall design including foundation wall insulation, radon control system, floor plan(s), cross section(s), elevation plan(s), beam size(s), joist size(s) and spacing, label window and door openings with the manufacturing U- value, and label all exterior wall and ceilings with the R -value in Three (3) copies of a scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements (maximum size 11 x 17). ❑ One (1) copy of energy code design criteria labeled on the plan, verifying that the building envelope meets the provisions of Table N1102.1 and /or Table N1102.1.2. Exceptions would include one of the following calculations that must be submitted for approval: o R -value computation method per N1102.1.1. o Total UA altemative per N1102.1.3. o Engineered systems altemative per N1102.1.5. ® One (1) copy of calculated heat loss / gain and calculated cooling load verifying HVAC sizing in compliance with the Minnesota Energy Code. ❑ One (1) copy of IFGC Appendix E, Worksheet E -1 calculating combustion air size, AND One (1) copy of IMC Table 501.3.1 calculating makeup air quantity. OR One (1) Centerpoint Energy Form completed by a HVAC contractor, including size of mechanical room.* ❑ One (1) copy of New Construction Energy Code Compliance Certificate (N1101.8). ® Two (2) copies of the individual lot tree preservation plan, if required by the development contract, shall be in accordance with the Eagan City Code. * Please contact (651) 675 -5675 if you are experiencing problems with the Centerpoint Energy software. REMODEL / REPAIR REQUIREMENTS Check ✓ Appropriate Box ❑ Two (2) copies of plan showing footings, beams and joists, label window and door openings with the manufacturing U- value, and label all exterior wall and ceilings with the R- values ❑ One (1) copy of energy code design criteria labeled on the plan verifying that the building envelope meets the provisions of Table N1102.1 and /or Table N1102.1.2. Exceptions would include one of the following calculations that must be submitted for approval: o R -value computation method per N1102.1.1. o Total UA alternative per N1102.1.3. o Engineered systems altemative per N1102.1.5. ❑ One (1) site survey for additions and decks ❑ Addition — indicate if on -site septic system LEAD CERTIFICATION EXEMPTION Check ✓ Appropriate Box ❑ The applicant is not a Minnesota licensed residential contractor, residential remodeler or roofer. ❑ The building was constructed after 1978. ❑ The structure is not residential housing or a child occupied facility. ❑ The renovation will not disrupt 6 square feet or more of painted surface per room for interior activities, or 20 square feet or more of painted surface for exterior activities, and does not involve windows. Page 3 of 3 New'Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shalt be posted in a permanently visible location inside building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. mate Certificate Posted R C(^ C d+. I Y C JAN 08 2014 Mailing Address of the Dwelling or Dwelling Unit 1807 Ellie Ct City Eagan Name of Residential Contractor Endres Custom Homes, Inc. MN License Number BC494675 THERMAL ENVELOPE RADON SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and monometer or other system monitoring device) Other Please Describe Here Below Entire Slab 10 X 2 "XPS Foundation Wall 10 X INTERIOR 1.5" Thermax Perimeter of Slab 5 X 1- xps Rim Joist (Foundation) 10 X INTERIOR 1.5" Rhermax Rim Joist (1't Floor+) X Wall 21 X fiberglassbeatt Ceiling, flat 44 X Blown Cellulose Ceiling, vaulted 38 X Fiberglass batt Bay Windows or cantilevered areas X Bonus room over garage 38 X Blown Fiberglass Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (•xcludes skylights and one door ) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.32 X R- value: 8 MECHANICAL SYSTEMS Make -up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type GAS Sir, r $ds' ,C,(, p Lai 410 -A Passive Manufacturer LUXAIRE Solway LUXAIRE Powered Model TM9X100B12MP1IA C tcjf60s415a3a Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 100,000 Input in BTUS: 85,000 Output in Tons: 5 Other, describe: Structure's Calculated Heat Loss: 97,873 Heat Gain: 62,461 Location of duct or system: Efficiency AFUE or HSPF% 95.5 SEER: 13 Calculated cooling load: 62,461 Cfm's " round duct OR 85000 BTU Buderus GB142 -60 boiler will provide heat to the infloor heat and the separate 80 gal Boilermate HM- t 80DWZ domestic hot water storage tank Select Type " metal duct ,) Combustion Air Select a Type Not required per mech. code X Passive X Heat Recover Ventilator (HRV) Capacity in cfms: Low: 98 High: 196 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: BASEMENT Continuous exhausting fan(s) rated capacity in cfms: Location of fan(s), describe: 150 Cfm's Capacity continuous ventilation rate in cfms: 7 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 196 total 98 continuous 6 " metal duct Created by BAM version 052009 GB142 -60 Condensing Gas Boiler Engineering Submittal Sheet Buderus Engineering Specifications There shall be provided and installed a quantity of Buderus GB142/60 wall -hung condensing hot water boiler(s), suitable for induced draft firing with natural gas or propane. Boiler(s) shall have an AFUE efficiency rating of 96.0 %. Boiler(s) shall utilize a cast aluminum heat exchanger with high quality condensing heating surfaces. Boiler(s) shall be constructed, tested and labeled in accordance with ASME Section IV and shall bear the ASME stamp. Boilers shall be CSA approved and have an applicable Canadian Registration number. Heat exchanger shall be labeled for 58psig maximum working pressure rating. An integrated pressure sensor shall ensure minimum and maximum water pressures are not exceeded. Boiler shall be capable of modulating firing from 100% to 30% of capacity continuously based upon (i) supply and return water temperatures, and /or (ii) outdoor reset computerized control. Gross stack temperatures at full firing rate shall not exceed 180 °F. 1 of 6 Standard equipment shall include a pump group assembly; Grundfos UPS15 -58 three -speed circulator, supply and return shut -off valves, pressure gauge, 30psig relief valve and hydraulic separator with N PT system connections. Minimal clearances shall be integral to the boiler cabinet design; a removable housing shall be used to access heat exchanger, burner components, gas valve and sensors. Integrated controller shall monitor and control all combustion process functions, control of the boiler water temperature to a value required by the connected components and shall display current water temperatures or fault conditions with changes in operation status. Additional control functions shall include an on /off button, rotary temperature knobs, LED for burner operation and button for fault condition reset. Independent outdoor temperature reset may be accomplished with the optional AM10 controller; a mounting enclosure shall be included with the provided resistance dependent sensor. Standard communication interface from the AM10 to boiler shall be a two -wire low voltage bus. Bosch Thermotechnology Corporation Londonderry, NH • Ft. Lauderdale, FL • Irvine, CA Bosch Thermotechnology Corp. reserves the right to make changes without notice due to continuing engineering and technological advances 1 BTC 435008104 A105.2012 Tel: 1 -800- 283 -3787 Fax: 1- 603 - 965 -7581 www.buderus.us 1 Safety and general instructions Please observe these instructions in the interest of your own safety. 1.1 Designated use The boiler was designed for heating water for a central heating system and generating domestic hot water. The boiler is delivered with a BC10 basic controller and the "Universal Automatic Burner Control Unit 3" (UBA 3) pre - installed. The boiler can be fitted with a modulating outdoor reset control AM10 (scope of delivery), a room controller RC10 (optional), or an On /Off thermostat or relay panel end switch (accessories). 1.2 Hazard definitions The following defined terms are used throughout the docu- mentation to bring attention to the presence of hazards of various risk levels. Notices give important information concerning the operation of the product. • 1 l DANGER: Indicates the presence of hazards that will cause severe personal injury, death or substantial property damage. WARNING: Indicates the presence of hazards that can cause severe personal injury, death or substantial property damage. CAUTION: Indicates presence of hazards that will or cause minor personal injury or property damage. CAUTION: Risk of electric shock. Indicates presence of hazards due to electric shock. NOTICE: Indicates special instructions on installation, operation or maintenance that are important but not related to personal injury or property damage. 1 Y .3 The following instructions must be observed The boiler must only be used for its designated purpose, observing the Installation Instructions. Only use the boiler in the combinations and with the accessories and spares listed. Other combinations, accessories and consumables must only be used if they are specifically designed for the intended application and do not affect the system performance and the safety requirements. Maintenance and repairs must only be carried out by trained professionals. You must report the installation of a condensing gas boiler to the relevant gas utility company and have it approved. You are only allowed to operate the condensing gas boiler with the combustion air /flue gas system that has been specifically designed and approved for this type of boiler. Please note that local permission for the flue system and the condensate water connection to the public sewer system may be required. ou must also observe: the local building regulations stipulating the installation rules. the local building regulations concerning the air intake and outlet systems and the chimney connection. the regulations for the power supply connection. the technical rules laid down by the gas utility company concerning the connection of the gas burner fitting to the local gas main. the instructions and standards concerning the safety equipment for the water /space heating system. the Installation Instructions for building heating systems. The boiler must be located in an area where leakage of the tank or connections will not result in damage to the area adjacent to the boiler or to lower floors of the structure. When such locations cannot be avoided, it is recommended that a suitable drain pan, adequately drained, be installed under the boiler. The pan must not restrict combustion air flow. The boiler must be installed such that the gas ignition system components are protected from water (dripping, spraying, rain etc.) during boiler operation and service. The boiler must not be installed on carpeting. Do not restrict or seal any air intake or outlet openings. If you find any defects, you must inform the owner of the system of the defect and the associated hazard in writing. Buderus Logamax plus GB142- 24/30/45/60 - We reserve the right to make any changes due to technical modifications! 5 9.3.2 Setting the DHW temperature value • Turn the "DHW temperature" rotary knob to set the desired temperature of the hot water in the hot -water tank. Table 10 Settings of "DHW temperature" knob This function has been optimized for boilers with combined DHW heating (combi- units). 2 The heating program (timer) of the room control unit remains active, as a result of which no hot water is heated during night -time operation. 3 The LED under the rotary knob lights up if the DHW temperature is below the target value (heat request for DHW). 9.3.3 Entering the space heating water temperature • Turn the "space heating water temperature" knob to set the upper limit value of the heater water for the heating operation. This limitation does not apply to DHW prepa- ration. 110 130 Condition Explanation LED 0 Off No hot water supply (only heating mode). Off Eco 1 Economy mode, Hot water temperature 140 °F (60 °C) The DHW will only be reheated to 140 °F (60 °C), if the temperature has signifcantly fallen. This reduces the number of burner starts and saves energy. As a result the water may be a bit colder initially. On 2 86 —140 Direct setting on BC10 in °F The temperature set on the BC10 is a temperature that cannot be changed using a RC thermostat. On 2 Aut Entry via thermostat (presetting) The temperature is set on the thermostat (e. g. RC30). If no thermostat is connected, the maximum DHW temperature is 140 °F (60 °C). On 2 Table 10 Settings of "DHW temperature" knob This function has been optimized for boilers with combined DHW heating (combi- units). 2 The heating program (timer) of the room control unit remains active, as a result of which no hot water is heated during night -time operation. 3 The LED under the rotary knob lights up if the DHW temperature is below the target value (heat request for DHW). 9.3.3 Entering the space heating water temperature • Turn the "space heating water temperature" knob to set the upper limit value of the heater water for the heating operation. This limitation does not apply to DHW prepa- ration. 110 130 Table 11 Setfngs of "space heating water temperature" rotary knob 1 The LED under the rotary knob lights up when the heating system is switched on and heat is requested. In summer mode the heating system is switched off (LED off). Buderus 44 Logamax plus GB142- 24/30/45/60 - We reserve the right to make any changes due to technical modifications! Condition Explanation LED 0 Off No supply to heating system (only DHW heating operation). Off 86 —190 Direct setting on BC10 in °F (86 — 190 °F = 30 — 90 °C) The temperature set on the BC10 is a temperature that cannot be changed using a RC thermostat. Supply temperature does not rise above the set temperature. On 1 Aut Entry via thermostat (presetting) The temperature is automatically determined on the basis of the heating characteristic. If no thermostat is connected, the maximum heater temperature is 190 °F (90 °C). On 1 Table 11 Setfngs of "space heating water temperature" rotary knob 1 The LED under the rotary knob lights up when the heating system is switched on and heat is requested. In summer mode the heating system is switched off (LED off). Buderus 44 Logamax plus GB142- 24/30/45/60 - We reserve the right to make any changes due to technical modifications! 36 GB142 Applications Manual Piping Diagram - System 3 Buderus Technical specifications are subject to change without prior notice Logamax plus GB142 applications manual 101.2012 Jeffrey Wheeler From: Bill Cutter [bcutter @repriteburk.com] Sent: Friday, January 03, 2014 1:49 PM To: Jeffrey Wheeler Cc: chadetompkins @live.com Subject: CSA listing and standard for indirect water heaters On behalf of AC Tompkins P & H Jerry Here is some CSA listing info below, I will also list any other pertinent links. http : / /pld.iapmo.org /default.asp http: / /www.amtrol.com /certifications.htm Please contact me if further questions Regards Bill Cutter CLASS NUMBER: 2901 -86 DESCRIPTION: DOMESTIC HEATERS (GAS) -Water Heaters - Indirect, For Use With External Heat Source -C COVERAGE: Indirect Water Heater. A closed vessel in which water is heated by an external source of hot water not exceeding a temperature of 210 F. The heated water in the vessel is withdrawn for use external to the vessel at pressures not exceeding 160 psig. The indirect water heater includes the means to control the flow of the external heat source water and all controls and devices necessary to prevent the stored water temperature from exceeding 210 °F. REQUIREMENTS: IAS - U.S. Requirement 1 -91 Indirect Water Heaters for Use With External Heat Source Trade Name: BOILERMATE Trade Name: BOILERMATE WH- 7(L,C,P,Z,LDW,ZDW) 41 gal. WH- 41(L,P,Z,LDW,ZDW) 41 gal. TD- 80(L,P,Z,LDW,ZDW,ZPGLP) 80 gal. TD- 80(L,P,Z,LDW,ZDW) -5 80 gal. TD -7 (L,C,P,Z,LDW,ZDW,RTR) 41 gal. TD- 41(L,C,P,Z „LDW,ZDW,ZPGLP,RTR) 41 gal. CH -41Z 41 gal CH-41BZ 41 gal CH -80Z 80 gal. CH-41ZCT 41 gal CH -80ZDW 80 gal CH -41ZDW 41 gal PRO41ZPG-P 41 gal PRO8OZPG -P 80 gal i PRO41ZPG 41 gal PRO80ZPG 80 gal PRO41 Z 140 41 gal PRO80Z140 80 gal PRO41Z100 41 gal PRO80Z100 80 gal HM-41L 41 gal HM -80L 80 gal HM-41Z 41 gal HM -80Z 80 gal HM -41DWL 41 gal HM -80DWL 80 gal HM -41DWZ 41 gal HM -80DWZ 80 gal 2: 013 MN 812 -724.1 612 - 2 Cell : 612- Ht 10:25Nurriber Total Ventilation Cap Minims m Cm/int:ma Cm/in V on 'C_ ►VED DEC 3 0 2013 b ion Input BTUs: 1 Input Yea Gas F No Solid Fan Ratraj (eft) No tJp Air fur Co f CI qRequire m Hip _ et✓ No 4 , Mott Enotrme Mituvom Its i DEC 2 6 ,(1 Becklin & Whitney Consulting Engineers, Inc. 139 FIRST AVENUE EAST, SUITE 100 CAMBRIDGE, MN 55008 PHONE (612) 598 -4993 FAx (763) 552 -5631 December 26, 2013 Via email: WWheeler@cityofeagan.com Jeffrey T Wheeler Building Inspector City of Eagan 830 Pilot Knob Road Eagan, MN 55122 RE: 1807 Ellie Ct To Whom It May Concern: The braced wall layout, panel length and tall wall framing are based on our calculations and references the building code and APA only to demonstrate the nailing patterns. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DOUGLAS K. WHITNEY, P.E. DATE: DECEMBER 26, 2013 REG. No. 15910 SHERWIN I IALWAMS. As of 04/27/2011. Complies with: OTC Yes LEED® 09C1 No SCAQMD No LEED® 09NC No CARB No LEED® 09CS No MPI Spec # No LEED®H No NGBS No 108.17 INTERIOR LATEX MOISTURE VAPOR BARRIER PRIMER/FINISH B72W1 CHARACTERISTICS Interior Latex Moisture Vapor Barrier Primer/Finish is a coating designed to reduce the loss of moisture through walls and ceilings. Moisture Vapor Barrier Primer/Finish combines a primer and finish in a single, fast drying coat. Moisture Vapor Barrier Primer /Finish is specially formulated for manufactured housing facilities. Upon field installation of the home, this product can be topcoated with any Sher- win- Williams' interior latex or alkyd prod- uct. Color: White Coverage: 200 - 250 sq ft/gal @ 6.0 - 8.0 mils wet; 1.8 - 2.4 mils dry Drying Time @ 77 °F 50% RH (temperature and humidity dependant) To touch: 1 hour To topcoat: 4 hours Finish: 0 - 10 units @ 85° Flash Point: N/A Solvent/Reducer: Water Tinting with Blend -A- Color: Base oz/gal Strength White 0 -4 75% Vehicle Type: Vinyl Acrylic/Styrene Butadiene VOC (less exempt solvents): 73 g /L; 0.61 lb/gal Volume Solids: 26 ± 2% Water Vapor Permeance ASTM E96 A less than 1.0 perm Weight Solids: 40 ± 2% Weight per Gallon: 10.3 lb SPECIFICATIONS, Drywall System 1: 1 -2 cts. Moisture Vapor Barrier Primer / Finish System 2: 1 ct. Moisture Vapor Barrier Primer/ Finish 2 cts. Sherwin - Williams Interior, La- tex or Alkyd, Architectural Top - coat APPLICATION Do not thin. Reduction will adversely affect the perm rating. Apply at temperatures above 50 °F. Brush - Use nylon /polyester brush Roller - Use 3/8" - 3/4" nap cover Spray - Airless Pressure 2000 psi Tip 017 " - .019" SURFACE PREPARATION WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other ad- verse health effects, especially in chil- dren or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a prop- erly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1- 800 -424- LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Scrape and sand peeled or checked paint to a sound surface. Sand glossy surfaces dull. Seal stains from water, smoke, ink, pencil, grease, etc. with the appropriate primer /sealer. Drywall Fill cracks and holes with patching paste /spackle and sand smooth. Joint compounds must be cured and sanded smooth. Remove all sanding dust. CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equipment with mineral spirits to pre- vent rusting of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. 04/2012 www.sherwin- williams.com continued on back SHE WIN WILLIAMS. 108.17 INTERIOR LATEX MOISTURE VAPOR BARRIER PRIMER/FINISH B72W1 CAUTIONS For interior use only. Protect from freezing. CAUTION contains CRYSTALLINE SILICA. Use only with adequate ventilation. To avoid overexpo- sure, open windows and doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizziness, increase fresh air, or wear respiratory protection (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturers directions for respirator use. Avoid contact with eyes and skin. Wash hands after us- ing. Keep container closed when not in use. Do not transfer contents to other containers for storage. FIRST AID: In case of eye contact, flush thoroughly with large amounts of water. Get medical attention if irritation persists. If swallowed, call Poison Con- trol Center, hospital emergency room, or physician immediately. DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under long term exposure. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other repro- ductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE REACH OF CHILDREN. FOR PRO- FESSIONAL USE ONLY. HOTW 08/22/2008 872VW0001 08 00 The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin - Williams Company. Such information and recommenda- tions set forth herein are subject to change and pertain to the product offered at the time of publica- tion. Consult your Sherwin - Williams representative to obtain the most recent Product Data Sheet. 1g'o7LL,iT cT Endres Custom Homes HVAC Load Calculations for Endres Custom Homes Eagan RFI-7.1vg.n JAN 0 2 7f!11 Prepared By: Endres Custom Homes Thursday, January 02, 2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Pipeline Supply Inc. Hopkins, MN Elite Software Development, Inc. Endres Custom Homes Pase 2 Project Report Genera "'' ojec nformation Project Title: Project Date: Client Name: Client City: Company Name: Design Data Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Winter: Summer: Endres Custom Homes Thursday, September 19, 2013 Endres Custom Homes Eagan Endres Custom Homes ?71771V JAN 022014 Outdoor Dry Bulb -15 88 Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: [ Building Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: St. Cloud AP, Minnesota Front door faces North Medium 45 Degrees 1024 ft. 0.964 Outdoor Outdoor Indoor Indoor Grains et Bulb Rel.Hum Rel.Hum Dry Bulb Difference -14.36 n/a n/a 70 n/a 71 44% 50% 75 24 2,302 5,713 58,485 Notes CFM Per Square ft.: Square ft. Per Ton: 54,302 Btu 8,159 Btuh 62461 Btuh 97.873 87 13 5.21 Tons (Based On Sensible + Latent) MBH 0.403 1,098 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ Users \erikj \Desktop \Documents \Elite Software \Rhvac 9 Projects \Endres -2.rh9 Thursday, January 02, 2014, 11:22 AM Total Building Summary Loads A4: Glazing- Andersen 200 series, u -value 0.29, SHGC 0.32 A4: Glazing- Andersen 200 series, u -value 0.27_H 3C ,04 A4: Glazing- Andersen 200 series, u -value 0.3 SHGC 02,7 A4: Glazing- Andersen 200 series, u -value 0 029 SHGC_ A4: Glazing- Andersen 200 series, u -value 0.28, SHGC 0.33 11 15nToor -Metal - Poly - hane Core 12F -Osw: Wall-Frame, insulation in 2 x 6 stud cavity, no board ins - ion, siding finish, wood studs b15: Wall- Basement, Custom, concrete with r -10 finished wall 8.75 ft Rim Joists r -10: Wall- Frame, Custom R -10 16B -44: Roof /Ceiling -Under Attic with nsulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shin • - or Dark Metal, Tar and Gravel or Membrane R -4-, insulation 16CR -38: Roof/ -i mg -Under Attic with Insulation on Attic 1556.1 ✓ 3,438 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shin. or Dark Metal, Tar and Gravel or Membrane, R -38 sulation / 20P- : • Floor -O - open crawl space or garage, Passive, 743.2 `� 1,896 lanket insulation, any cover 21B- :: Floor- Basement, Concrete slab, any thickness, 2 2363.9 3,015 or more feet below grade, R -3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 28' wide 22B -5p1: Floor -Slab on grade, Vertical board insulation 79 1,942 covers slab edge and extends straight down to 3' below grade, any floor cover, R -5 insulation, passive, light dry soil 22B- 5p1 -t: Floor -Slab on grade, Vertical board insulation 24 590 covers slab edge and extends straight down to 3' below grade, tile covering, R -5 insulation, passive, Tight dry soil 21 B -28 -c: Floor- Basement, Concrete slab, any thickness, 111.5 143 2 or more feet below grade, R -3 or higher insulation installed below floor, carpet covering, shortest side of floor slab is 28' wide Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 0, Summer CFM: 0 Ventilation Winter CFM: 400, Summer CFM: 400 Total Building Load Totals: 568 14,005 192 4,407 135 3,443 30 74 8 190 21 518 3601.6 19,900 1051.5 22,076 571.1 4,708 1664.8 ✓ 3,113 Total Building Supply CFM: Square ft. of Room Area: 2,302 5,713 5 1550 0 11,197 11,197 0 4,852 4,852 0 3,510 3,510 0 459 459 0 152 152 0 146 146 0 3,113 3,113 0 2,935 2,935 0 1,249 1,249 0 1,758 1,758 0 1,537 1,537 0 179 179 0 0 0 0 0 0 0 0 0 0 0 83,458 0 31,087 31,087 1,000 1,150 2,150 901 11,268 12,169 5,286 5,286 0 0 0 0 0 0 0 0 14,415 6,258 11,769 97,873 CFM Per Square ft.: Square ft. Per Ton: 8,159 54,302 62,461 0.403 1,098 C:\ Users \erikj \Desktop \Documents \Elite Software \Rhvac 9 Projects \Endres -2.rh9 Thursday, January 02, 2014, 11:22 AM r Building Summary Loads cont'd) Volume (ft3) of Cond. Space: 58,485 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 97,873 Btuh 5 , 02 Btuh 8,159 Btuh 62,461 Btu 97.873 MBH 87 % 13 % 5.21 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads according to the manufacturer's performance data at your design conditions. C:\ Users \erikj \Desktop \Documents \Elite Software \Rhvac 9 Projects \Endres -2.rh9 Thursday, January 02, 2014, 11:22 AM City Inspection Dept. Copy City Forester Copy Applicant /Builder Copy City of Evan INDIVIDUAL RESIDENTIAL LOT RESERVATION PLANrSUMMA CITY OF EAGAN FOREST RY DI v SION (BUILDER, PLEASE READ ATTACHMENTS) Development Madelyn Woods Lot Number 2 Block Number 1 Address 1807 Ellie Court Builder Endres Custom Homes, Inc. Phone Number: 612 -221 -2215 Contact: Dustin Endres Tree Protection Requirements: X Tree Protection Fencing Installed on Site (Orange fence around front yard trees and erosion tubes in backyard area) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Attachments: Not Required As Follows: Replace existing 5" tree currently existing inside proposed house area (installed as initial site development mitigation) with a similar size tree following cons }ruotion. Not+€ Eagan Cify F^r- et (A,51 _A7c_ 5300) when this tree is '7EP t3AN FORESTRY DIVISION REVIEWED X Yes (Refer to attach No Additional Notes: egQ f ments for details) DATE, 00'90 i sal crn / - S1 7 —1 o awry 1ooglaS 6uipling..._ -. • &a I I0 • Eagan, td` J ai ki U i • 'C 4 t 0 0 4 AS41V .... vo<a) 4 o ✓08: 134- 2200.048 / PROPERTY DESCRIPTION rn u ° 0c4 1 o u w > m m E w > EU c v zc as c a 0- e. T. W N N 741 d 41 41 CoW 000 O 00R ow • o ®� 1 0 0 6' 11 c m O O d > O 0 • N 0, O • w u a>i o 0 w m .5 ° c a > > • � w o y y co ▪ • O Y C.0 p OO. 0 ✓ ij„m y H c ▪ c . 47 O m c a o !n p 03 tt M d''-0 e+ o.5 3 y Z O }O - 1 N .o c N N 0 O vs "0 �0 OO. .m n . m n c , . W W < 4:1,...4. (11 et NN nZ ••N .i n1 MI o 0M 0 ° N Q O Y!4 i+ O U 01 • VI U 4! 41 O r1 Q <J tit u m y U O d N n i 0 0 >. Z6 Y r moves ao W ;4N Y U i N o W E C N o o f L o L N W .c C W N V c 4/ .-.0 ID 0 K I-f CL K Ya Oz ,0' 0 ,13 0 )d' 0 0 Z ❑ 0 yk 0 7 0 ,g ❑ ❑❑❑❑❑❑❑❑❑❑❑ ❑Add /Change LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 6. 71" a, 13/ // rAQ" Y4 W L DATE OF SURVEY: 1-4! ,y ./3 LATEST REVISION: j a/i ///3 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 R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property comers Z. ❑ 0 • Top of curb at the driveway and property line extensions s' ❑ ❑ • Elevations of any existing adjacent homes J% ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ % 0 • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor 0 0 • Basement floor �J ❑ 0 • Lowest exposed elevation (walkout/window) ,g' 0 ❑ • Property comers ,B' ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ( ❑ • Easement line ❑ 7 ❑ • NWL ❑ 7 0 • HWL ❑ ❑ • Pond # designation ❑ g ❑ • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS • Lot Tines /Bearings & dimensions • Right -of -way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2' (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements:.36• d . phi d %� ��d - soli a01 :4 aA i J /pa w' 'l 4/ .60 /4/ 5/ "/ids /.1 s Reviewed By: /-A, ,. Date /z �i'9�3 /? /420//2 J8' ❑ 0 �� ❑ ❑ ❑ / B' ❑ 0 , 0 El G: /FORMS /Building Permit Application Rev. 11 -26 -04 9170 00ZZ -17c l :80f' 3440 Federal Drive • Suite 110 • Eagan, Minnesota • Phone (651) 452 -5051 X < < 0. 0. 0 0 (nD N 3 3 (D (D N 0 I-' O O W W (31 •v O O -n re OT rn (D °r Cu 0 II m VD (D O ,,--p W O W II O O O O 0 CO m Garage Floor Elevation = 958.67 qnH sa4ouaa ❑ punoj ivawnuoW uo.il saaouaa • CO 'DNI 'SD1VIDOSSV 21GH2i Dated this 19th day of June, 2013 0)01-1 !7 S 7 n O O 0 6 -I N ci D- < K (D co O < ((DD O NUrt FirO AN --h C 0 .--r (D On o S S 0) C (D O O al co onO `<n 3 0- o (D m� (D -I N ,-.1. (D 0 0 ° • = V) (D CD n a 0= NOIldid0S3a Ald3dOdd House /porch /deck coverage = 3,864 square feet Area = 21,595 square feet (0.50 acre) iaaj OZ = gDul j :aleDS K. o c0 0) rri G) --1 0 m C rTl 0 Z cn CD A n CD z p a ONV1 ONV S213 S2i0.13A2111S `Sel.D!OOSS1p/ :A) a0.2 y0 X Q�g e Z. (b :10 c. N%OODED / AREA // / / / / o o I - ---Building Setback Line 0 /` / 5 L th • x (it cn V 52.33 (o- - N89 °45'31" W 105.00 O O C.i • a ru5s russ ype y y ��.�a�sz -.�,,� � � � �a,�;.� � � � �I"U�5 �V�{C?[�I�iGa�i�r1 Job Refe�noe o tiona! °RM Tn,�s ir�;tsar^i,?�1*k 5.�A0 �:Ec>r� 'A26 s Apr 11 2�13 E�rin4�Z 51G+s,��rs 2U 2pY�1 t�AiT�k Indescte€es !nc T4e Apr'u^13�1 A 02 201A ?�g�1 [D bWc�IHdtrL?gSnNPrnGOhtl,lzjaFCf'-eC1KZAHzAi7oFISxbDkFr75dWN�,Y4nbuT5Mujfzz09GJ i -'!•7-4 4-2-72 , 8-5-8 3D-�1-9Z i ' 1-�-4 ' 4-2-32 4-2-92 —T- 7_7-d t 4x4= SCa�e=]:35.4 3. Toe �a�N s I . Cut in xG SP� #2 ��.00 iz I �� Gu55et Sitn. �. I �� "�� _ �,.�.»��„� � �� - �� a �k � s 1 �x� II �4x4 �� Add 3l�" Plywoc�d c�u��et� to one �ide, Glue � nail 8d @ 3" C>. . a-z-�z s-s-s 4-z-�z �-2-�2 LdADING{psfj SPAGiNG 2-Q-C7 GSf DEFL ir� {ioc} Ifdefl Lld PLATES GRiP TCLL. 35.C� Plates tncrease 1.15 TC J.39 VertfLL} -U.01 4-6 >999 2dfJ MT2a 197P144 TCQL. 7.� L.umber{rscrease 1.15 8C D.28 VertlTL} -0.02 4-6 >999 98t7 BCLL �.C� Rep Siress ficr NO trVB �.06 Horz(7Lk O.�D 4 n�a �ala BCDL 143.� Ctade MNSRCITPi20E72 (Matrix) VNeight;46 ib FT=2€3°/a LUMBER g�q��„ T�3P CNQRD 2x4 SPF Na,2 TOP CHQRQ 5tnactura�wood sheathirag drrectly appiied or 6-Q-�1 oc pu�liaas. BQT CHC)RL} 2xd SPF No.2 BOT CHOF2D Ragrd ceil�ng tlirectiy applied or 14-0-0 oc bracing. 'J�l�B9 2x4 SPF Stud MiTek recommends that S1ab�9iaers and r�quieed cross bracing be OTHERS 2x4 5PF Stud instailed during truss erection,in acco�dance with 8tabiiizer VV�DGE Instaiiatron uide, Left:2x6 SPF No.2,Riglat:7.x6 SPF No.2 REAC7f£?NS (Ibisize) 2-fi'[JffJ-5-8 {min.Q-1�8),4=57p/f1-5-8 (min.0�1-8] �Max hdoa 2--82{t,C�3) Max UpGPY1=-41fLC 5�,4w-41(LC 6� FORCES (ib)-Max:Comp.(Max.Ter�.-F�d1 fc�rK:es 25(7{Ib�or less ex�ptwhen shown. TGP CHt7RQ 2-3--3951�,3:4=-395l0 NQTES 1J Unbalanced roof live loads have been considered forthis des3gn, 2}Wir�d:ASCE T-05;9c�mph;TC�k.-4.2psf; BC[?l=6Apsf;h-25ft;Ca#,II;Exp 6;enclased;MWFRS{bw-rise�;cantilever i�;ft and nght e�osed;end vertfcai left and right exposed; Lumber DOt.=1.33 plate grdp pt3L=1.3:3 3) Truss dQSrgned forwind taads�n the piane of the truss o�5ly For studs e�osed ta wind#narma3 to the face),see 3tandard Industry Gable ` j End Details as applica4te,or consuit qualified buifdinq desig+�er as perANSIfTPI 1. / 4}AII piates are 1x4 M�f2il unless otherwrse 3ndieated. ( w � 5�Gable stud�s spa�d af 1 4-0 oc, �� 6�This truss has bean desi{�ned for a 10.0 psf bottom ctrord livs�oad nonco¢�current+uith any other live loads. f� 7�Provide mecha�ical conneetian(by others}of truss ta beanng plate capabie of withstaradirsg 1 J�Ib updift at jorr�t{s}2,4. �. 8}"Semi-rigid pitchbreaks with flxed heels"Member e+�d fixity model was used in the ana�y�sis and desi�n af this truss. Lt3AD CASE{5j Standarsi � � �,�� ..�� --/ � � 17pC�:�1T1 �'� 6��11t71PV l.�+Ull�llltlll� �I1Q1llPPT8, lllf. I�'el"e�y�'reeti��tliat tlus�lau,speci�icatioii,ot rel�ort n�as l�rep.rrecl 1 �� F'iY:t 1�`i�'e �`a�t, �nl�e 1a� �as=me or iaix�ler�n�-clirect su�aei�c°iaion�ucl t�iat I aui a e�ulp Licen�ec�. Pro4essiona�Engineer wuler t��e�:s��s a�t�ie�tate o��Sinnesota. p. Q. Pi��-��1 C��ii��ric�a�, RIN ��()�b' `°`� ""� PIlo1�e {�1�' ��t+-�.+��}.�' F"tlY 1�f?-3y �7�-��.31 Doug�as k:.��Iiitnec��P.E.Uate:Aljril Z3, ?Ql� Reg. No. 1 i910 ( } , ( ,.a tuss russ Ype Y Y �31a�sR rasc rH�.� � � �I"U55 Mod�ficat�on Job Re€t�renc� o ti'tonal PR�.17nuss irr I�ani� ;�1.V 55040 ' ft�ra 7 420 s Apr 11<t91 a Pnnt:7 510 s,}ar!20 2L�19 4�AtTek 9ndtaslrt�es,ln� T�e Fpr 22 13�y A�Ot 2Q14 Page 1 f D-bW�l F1dfrL?g SnNP mGLThfI JzjaK P-A07ytqG E.PO?xfElUl S'fC}kcaE4 f�8a7 B22Y Ks i986Xz0 9GK r1-7-4� 4-1-2 � $-1-4 , 1'I-7-11 i 15-9-8 � 22-D-d 2,�-t}a '9-7-4' 4-1-2 ' 4-4-2 ` 3-6-7 5-9-13 5-2-- 12 3-� �txa= Scaie=1,73.2 �� 3. T�e na I � 12.a> >a 3xS// SxS O I . CUt In 2X� �P� 3xs�i � � � 3xs�,� � S 3 � � 8 3x6 Q � 5 $ 3 T 1'2 ! 6 ( 2�� S � � � S i � T13 � � �� S � GU55Et I . � Ir�,tO o � ! . BI�Gkin9 �' a2 is ax� �� . s�s= . /v7 �� i C 1 �� .i.t ^�K�- Add 3f4�� Plyv+eood gu��e't5 to one �ide, Glue # na�l 8d �,,?a 3" �.C. � ....... ...., x,:A�-4 Y�IV'14 J�{-�3� :t-1-.IJ J�-4'�Ii Piate Qffsets(X.Y�: (i:fl-3_p,Edae3.(19:9-6-4(1a+�-�1 LOADING{psf� SPACENG 2-q-a CSf DEFL in {ioc} Ildefl 1Id PLATES GRiP TCLL 35.9 Rlates lnarease 9.`1b TC U.42 Verl{LL) -0.02 5-19 >999 2dQ NiT20 197J144 TCDL 7,C1 Lumbef InCrease 1.15 BC 0,64 Vert(TL) -fl,f�5 �-11 >999 1S0 BGLL (3.0 Rep StresS Intx NO WB 0,47 Harz(TL} 0.�1 9 nCa n!a BCDL 19.{J Code �t1N5RGlTPIZOQ2 (Matnxl UVeight:3 79 Ib FT-20°l0 LUNIBER BRACIIVG TC+P CHOR[� 2x4 SPF Na 2 TOP CMORD Struct�ar�i wood shea#hing direetly appiied or 6-Q-Q Qc purSins, BC?T CH�RD 7x4 SPF No.�*Except` BdT GHt7f2C3 R�grd ceiiing dafectiy appl�ed or 6-t7-t7 oc bracing. B2:2x4 SPF 5tud, B9:2x4 SPF 21 C7qF 1.8E MaTek recommends that Statr�iizers and required cross brac9ng be WEBS 2x4 SPF 5tud instaBied during t(uss erection,�n acc4rdance with Stabilizer OTHERS 2x4 5PF Stud Installaiion uide. WEDGE �sft:2x4 SPF 5tud,Right:2x"a 5PF A9ea;2 _ REACTfOtdS (Ibfsize) 2�5941�-3-8 (min,0-1-�31,9=849/0;5-5 (min.4-9-8}, 13=1059tE1-5-8 (min. 0-1-8) Max Horz2-227(LC 4� Max UpfifY2=-17(LG 31,9=-&(LC 6], 13°-31{LC 5} Ft?RGE5 (lb)-Max Comp.IhAax.Te�r.-Al�forces 250{Ib)or less sxcept when shown. T�P CHQRD 2-3--449f63,5-6=-416I93,6.7-_299lBB,?-8=-471(40,8-9=-�53f0 BQT CHORD 5-13--i 7'1 f33,'11-12=4/48D,9-11-CSld80 i1VEBS 5n12°�l329,8-12=-4Q�1/902 NflTES 1�Unbalanced roof Iive loads have beer�cor�s�dered forlhis dessr��. � 2)Vs�nd:ASCE 7-�5;9Qmph;'�CDL=4 2psk BCDL=6 dpsf;h�2&fY;Cat t1;Exp B;enclpsed;tNWFRS{low-risep;cantileuer 3eR and righl e�ased;end vertac�l left and r�ght exposed:l,umber DC7�Lr 1 3�3�piate grip DOL-1�.33 � 3) Truss designed far wirsd loads�r�the�9ane vf the truss only F�ar studs exposed to w�nd(norma!ta the face},see 8tandasd Industry Gabie End IJetai#s as app�ica�a�e,or corssult guallfred building designer as perANSilTPI 1. � '� Lr �4)Ali piates are 2x4 MTT2f7�n3ess othe�,vise�nd�cated. � � � � � � � � F J 5)Gab(e studs spaced at 1-4•0 ac. 6}This truss has beer�designed for a 1 a.q psf beai#om chord live I�ad�or7c,�ncurrent w�ith any other live loads. ' 7)Provide mechanieal connedion(by others,l of truss ta bearing piate capata[e af withstanding 1 S30 Ib uplift at jojnt(s)2,9, 13. 8y"Sem�-rigid pitchDreaks+n�ith fixed he�ls"Member end fl�aty model was useJ ira the analysis and design of ihis truss. LC?AD CA5E�3)5tandatd „ � � f` J K �, � � (� ` / �r J � ls� X C,J I �„� �� . 1/ .� SE'C'121111 C'��ll�llei' C011�ll�{111� �I1�11t��Y6, 111'C. I�lerc��s�certi�°t��at t�xis�31tn,<��ecification,ar 1°eport 1e•as�relaarecl 1-3� �ir.t.��'� �cl;'+�, �liltE` 1 V� ��?`111Q or xtiiclrr iti��c�irect supei�c^ision�i1c�tliat 1 aut a c�ulF-I,iccelisecl Pra�essioual�ugixieer unr�er tlie�ans of t�ie`+Yate o�:�Iinuesota. F'. �. So�=�1`1 �clIll�ll[I�SiP� �11V ��tJ�� .,,.:^•-'� PIx31le {(}1)� ��}�`+-�+�Q�,:� F'd.� ��?.�� )._��?.�1 Do�aglas K.�k�iittir��F.�.Date:.�pril`?"?, ?�1� k'eg. Na. 1�a�-710 o russ nass ype y �a�a�s� c� s��e3a�. t r � ��"L�� OG+�IfICc�tlt?t1 Job Reterence a ti�nat �8M Trc�ss irr,,dsar2L�,9.^J�=�,4G ^tar ?A<^t3 s A�r 11 2013?nn(,7�51Q�s,lar�2U 2014 rdi�Tek 9nd�trieS.1na 7�eA r r"�13'1401 2Q1A P�4e 1 ID krWot�idfeL?gSnEJPmGOhfl.lzjaK�'-A07yIqGLE�t7?xtiMPfOkcaEA�?a7B22YKsi996Xz49GK i 9-�-4, 4-7-2 , 8•1-A , 71-7-i7 , 16-9-8 , 22-0-�k 23-U-r4 1-7-4 4-1-2 4-0-2 3,6-7 5-9-73 5-2-12 �b 4x4= SCa3e=1:73.2 3. Tde naI � a2.oa ia szs ri sxs�,� 1 . Cut in 2x6 SPF J"�`� � ' 3M6�� a s sxs ii s s I 2° �U55E� f . r. I�� ..� �a �� 1� ! . Blocking �3 �� a 1� ax� it �' Sx8= X "' .fv'I �� .� �G � Q�� i♦ �J}(�- I . Add 3/4" Plywoad qu5�et� to ane 5�d�, �lue � nail Sd @ 3° Q. . , a-�-2 a-o-�r ��-7-aa , a5-s-e , 2z-o-4 , r 4-3-2— 3�4 + 3-7-11 5-1-13 5-2-12 Plats Offsets tX Y}: f i 3:0-6-4.�-4-01 LOAI)ING(psf} SPAGtNG 2-0-d GSI DEFL ir� {!QC) llclef� L!d PL,ATE� GRlP TCi.L 35.fl Plates In�rease 1.15 TC b,36 Vert(LL) -�i.02 9-91 >999 2c9 MT2Q 197t144 TCDi. i.0 Lumberincrease 1,15 BG �.64 lfert{TL) -(?.�5 9-11 >999 9$Q BCLL fl.t� Rep 5tress fncr YE5 VUfi 0.47 Norz(TL} p.p9 9 n(a �+a BC[3L 14.0 Code MNSRCITPl2�i32 {Matnxi VNeighY:125!b FT=20°Jo LUMBER BRACINCi T�P CHORD 2x4 SPF Nc�.� TdP CHC3RD 5tiuctural wood sheathing directly aPplied or 6-Ct-0 ac purlir�s, �O7 CHORD 2x4 SPF No.�`�xcept' �C17�NORD R±gid ceiling directly applied or 6-�-0 oc bracrng. 62:2x4 5PF 5tud,63:2x4 SPF 21 QOF 1.8E MiTek recommends that 5tabiiizers and required c�oss hraang be I+VEBS 2x4 SPF Stud �natalled during#russ erection,in aocordance w61h S;abil�zer WEC3GE Install0fion uide. Left:2x4 5PF 5tud.Right;2x6 SPF Na.2 REAC710NS flb/s�xe) 2=594J0-3-$ (min.0-1-8},9=849Iq-5-8 (min,0-1-$j, 13=1C�5910-5-8 (min.D-1-8? Max Hoa2-227(LC 4) Max UP;ift2=-'17{LC 3},8=-$(LC f}, 13--31(LC 51 � � FQRCES (Ib}-Max.Comp./Max,Ten,-A!i forces 25�(ib)or less except when shawn. T�?P GHORCI 2-3=-e1491fr3,5-6=-416l93�6-7--299ifi7.7-8=-d71f40.8-�=-8531� BOTCHORD 5-13�-i71I33,11�12=0(4$Q,9-11=�fd80 1N�68 5-12=�P325,�-12--4(1�f102� NOTES 1)U�rbalanced roof Gve lAads havs t�sen c�ils3dered Forthis design, � 2)VUSnd;ASCE'i�•05;�t3mph;7"CC3t-�.2psf;BC[7L�6.Qpsf,h�25ft,Cai,tl,�xp B;enclosed:M1N�RS(low-?"rseJ;cantilauar feft and nght � er�osed;end verticai ieft ar�d rigtat exposed;Lumber DOL=1.33�lata gr+p{3�L=1 33 3)This truss has be2n designed for a 10.0 psf hottom chord liwe load n4ncancuRent with any other 9ive loads 4)Provide mechanical oonneet3o�(by oih2rs}of Vuss io beanng plate capabie of withstanding 1�Q!b upiift at joint(s}2,9, 13. j/ 5�'Semi-ngld pitchbreaks w?th fixed heeis"Member end fi�aty model was used in the anatysis and design t�f tfiis truss /' � / LOAD CASE(S)StandBrd ,�"�� J -� � �� l �sr�� '� BE(`12�111 �'� 11��11t11��F �OI1Sl�t111� L',:11�171�2P�v 111C. I�iere�r��ceiti�°t�iat tliis p1an,spetifieatian,or re��oi•t��as preparecl 1 3� F11'�� 1��'e Grl at ��iite 1 QC) �c'it7e crr tiuc�er titt�clirect sLtper;,isian aiit�t}iat�an3 a clult�I.,icen�rcl ' Pro#essioual�iigineer xuxcler LIlP IlR"3 t9�Llie:"*tate o4 i'�linrxesota. P. (J. Eiv� �71 �cr�.��"� Ct,nil�ric�ge, �f N ��00� P1ioiie (�1�� '3�+�-��:� �� {]r� '7��-"��1;�1 �� -�� Uaiigla�Fi.��liiriie;��,�'.�_I7a�.�pril��_, �-fJ1� Re¢, No. 1��10 .> ` �' ' ' Use BLUE or BLACK Ink r________________� I For Office Use I C' � �� GS�� 16�7} O� �n nn � Permit#: � Q�QIi RECEIVEU � Permit Fee: /��t `�� I 3830 Pilot Knob Road I I Eagan MN 55122 �� '�� !� � Date Received: ? G�rJ�� Phone: (651)675-5675 I I Fax: (651)675-5694 � Staff: I --------------- 1 2014 RESIDENTIAL BUILDING PERMIT APPLICATION � � � Date. 7 � r�'�` ��%�. �. � . 'L��f� 1� SiteAddress: G� r �� c�:�� f'��'' ;'�+'� Unit#: � Name: �i+'��^�� Phone: �Resident/ _ �� r A� "Owner Address i City/Zip: 1 �� f�1� C-�. �a�''�%� i"f�V Applicant is: Owner � Co�tractor Description ofwork: ��='� ��'t'�s Type of Work Construction Cost: � �� Multi-Family Building: (Yes /No� �'� Company: ��¢ Ut'C�� Contact: : Address: � i t�� ;�A�t d:'? r�1;✓a s .� City: U��'�i��'I �l'� Contractor ,-,- t ,I ' State: s�� Zip: w'��.�/� Phone: ��J c'/�Cc".3.�G'�'Email: ��1��'-�i/9'�`I��K• �-�� License#: [�C, �71�T'/J� Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) �� — c COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 72 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 yo:u submit are con'sider�tl 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 trad�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.qopherstateonecall.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 must be completed within 180 days of permit issuance. x �� l�-i-1"L1 X� T ,�. �'�L%+%�% v Appli nt's Printed Na Appli�anYs Signature Page 1 of 3 /� .� � (Ct.� �.� � � �5�� '+ � DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Porch(3-Season) _ Exterior Alteration (Single Family) Single Family Garage Porch (4-Season) _ Exterior Alteration (Multi) _ Multi � Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New Interior Improvement Siding Demolish Building* � Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �� Occupancy G• 1�.. MCES System -- Plan Review Code Edition � SAC Units � (25%_100%!' ) Zoning PA City Water �' Census Code /y�� Stories ---- Booster Pump � #of Units I Square Feet / 3 p' PRV V #of Buildings � Length �_ Fire Sprinklers '� Type of Construction � Width /W REQUIRED INSPECTIONS Footings (New Building) Meter Size: ��, � Footings (Deck) Final/C.O. Required ' Footings (Addition) �Final/ No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace: _Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings_ Backfill _Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES /� �� f�.'�`i �(,,'7(, �' Base Fee g"�' � Surcharge Plan Review �) 7�- MCES SAC City SAC Utility Connection Charge SB�W Permit& Surcharge Treatment Plant Copies @ '� TOTAL Page 2 of 3 v � � , _ / _ � � 70 3 -I ."0 0 '-' o [D fD • ? rn 0� � ~' S � 0 � ;,, < < 7 p = rr �. � (p [1 rr (p vi vi � � p p, o� cn � � N .a D fl. fl. � N rn rt rt C 6 �-� O N , 5 � +1�a O � ? ? � � � 07 � J o � a •`' Sp N fD � m °' o T � �� n �� > t ��;` � ��a`_so fl Cl _r D � F-` p � � � � V Q N � �r,, � z � � � � (n � `�-r rt�c rrty,:� O n t!7 � �z �� "� �i��„�+. 6 � � . � 0. 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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 ��- �� , � � Trai! / Curk� D�mage '1/�� Porch Lower Level Finish ; � I Deck � � ��--��_ �2 I Fireplace `' " � ;P-� c� �, l�j /�C lv��t. • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Building Permit Number:EA177700 Date Issued:07/14/2022 Permit Category:ePermit Site Address: 1807 Ellie Ct Lot:2 Block: 1 Addition: Madelyn Woods PID:10-46850-01-020 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Michelle M & Timothy A Bragg 1807 Ellie Ct Eagan MN 55122 Options Exteriors 6340 Industrial Drive Suite 200 Eden Prairie MN 55346 (651) 705-6376 Applicant/Permitee: Signature Issued By: Signature