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4179 Summerbrooke Pl�LIS� 3aG - )/.76,-(1 f[ /SC -3D* - /) p , b1116 /Sly, -.30 — 0 p 0 /O,. ao . a EAGANRECMVED SEP 1 8 2019 For Office Use �y Permit #: J € 3.a Permit Fee: 4/ �C/ • Date Received: Staff: 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-56751 TDD: (651) 454-8535 1 FAX: (651) 675-5694 buildinciinspections(cDcitvofeagan.com L (,W JC -31 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 7.—/‘-- l 9 Site Address: // 77 50rn.hrgficz Pit' Unit #: J Resident/ Owner Name: Youngfield Homes dba Country Joe Homes Phone: 9524694066 22260 Dodd Blvd, Lakeville, MN 55044 Address / City / Zip: C Applicant is: Owner ✓ Contractor Z " D, 13' \ .4.1.--,1<)-( U�`' Type of Work New Single Family Home Description of work: (('��/ Construction Cost )48 , L /-7 Multi Family Building: (Yes / No ✓ ) Contractor Company: Youngfield Homes/Country Joe Homes Contact: Steve Sauber Address: 22260 Dodd Blvd city: Lakeville State: MN Zip: 55044 Phone: 952-380-8120 Email: ssauber@countryjoehomes.com License #: BC627670 Lead Certificate #: If the project is exempt from lead certification, please explain why: O New Construction In the last 12 months, Yes X No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Air Mechanical Inc Phone: 763-746-3767 Air Mechanical Inc Phone: 763-746-3753 Giles Brothers Excavating Phone: 612-366-4995 Phone: NOTE Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non=public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.citvofeaqan.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.orq 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 p xSteve Sauber Applicant's Printed Name x Applicant's Signature DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex WORK TYPES )c,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 Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Foundation NiC Foundation Before Backfill Roof: _Ice & tater _Final Framing 30 Minutes ‘1\1( 1 Hour Fireplace: y Rough In Air Test Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building 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 Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Service Test Gas Line Air Test Hood Nr, Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: Brick EFIS Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL b)11'5(-(A/\/(1'1371IY) (?/).-c3,51 v, f-i)wlLiGfri 3-4�o,3cf0, (7IK tits � . , ((�3 ,/ =�,;25( 7$9 i.'A 2rto 35�� j2C1f0,914; New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 9/6/2019 �ID IIACPUAAIIPAI % 11111i.Vt IJ11‘IV/U. NAV Mailing Address of the Dwelling or Dwelling Unit 4179 Summerbrooke PI City Eagan Tv= HEATING, COOLING & PLUMBING "Creating Name of Residential Contractor Country Joe Homes MN License Number BC627670 Custom Comfort" Since 1985 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That App y Passive (No Fan) o a a) 2 Active (With fan and monometer or other system monitoring device) im T Location (or future location) of Fan: N Q U C — a) 'O `m o 0- N Insulation Location "5 j >o t •� Lu o c i Z. a Q z o 0 3 o m 2 a) w m m N a) it 0 a a) co U m i _ u 0-0 c D O m o a) .D LL- m 92 .a a) 3 X w o) 'w as > T 2 o) E Other Please Describe Here Below Entire Slab x Foundation Wall R-15 X Perimeter of Slab on Grade x Rim Joist (1st Floor) R-20 X Rim Joist (2nd Floor+) R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R -3o X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.28 R-8 R -value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westington BRYANT Powered Model 912SB48080 WEG1002X045 BA13NA036 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 100 Output in Tons: 3 Other, describe: Efficiency AFUE or HSPF% 92% SEER /EER 13 Location of duct or system: Residential Load Calculate Heating Loss Heating Gain Cooling Load 56,444 22,382 30,348 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type RENEW AIRE EV -200 (BALANCED) Combustion Air Select a Type Not required per mech. code Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms: Low: 100 High: 200 Location of duct or system: FLEX MECH ROOM Balanced Ventilation capacity in cfms: Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Builders Associaton of Minnesota version 101014 -bra MCr+UAW►As r -TIIIIMIN11111111W111. II IV HEATING, COOLING & PLUMBING "Creating Cvstont Comfort" Since 1985 16411 ABERDEEN ST NE HAM LAKE, MN 55304 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address 4179 Summerbrooke PI Date 8/13/19 Contractor Country Joe Homes Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including basement — finished or unfinished) 3696 Total required ventilation 140 Number of bedrooms 3 Continuous ventilation 70 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery 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. 1 Ventilation Method (Choose either balanced or exhaust) Ealanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- ery Ventilator)— cfm of unit in low must not exceed continuous venti- lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: 00 High cfm: 200 Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low 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. nC Ventilation Fan Description Location Continuous Intermittent RENEW AIRE EV -200 Mech. Room Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low 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 Directions - Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the 'nstallation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. RENEW AIRE Honeywell 2 Section E Make-up air M Passive (determined from calculations from Table 501.3.1) • Powered (determined from calculations from Table 501.3.1) • Interlocked with exhaust device (determined from calculation from Table 501.3.1) p other, describe: NOT REQUIRED 0.06 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) Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be 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 IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP A R QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically 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 unfinished basements) 3804 Estimated House Infiltration (cfm): [la x lb] 570 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) N/A b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) 240 d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 375 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) 375 b) estimated house infiltration (from above) 570 Makeup Air Quantity (cfm); [3a — 3b] (if value is negative, no makeup air is needed) -195 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan -assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 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. ion F Combustion One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 — 36 1 — 22 1 —15 1 — 9 3 Passive opening 37 — 66 23 — 41 16 — 28 10 —17 4 Passive opening 67 —109 42 — 66 29 — 46 18 — 28 5 Passive opening 110 - 163 67 —100 47 — 69 29 — 42 6 Passive opening 164 — 232 101 — 143 70 — 99 43 — 61 7 Passive opening 233 — 317 144 — 195 100 —135 62 — 83 8 Passive opening w/motorized damper 318 — 419 196 — 258 136 — 179 84 —110 9 Passive opening w/motorized damper 420 — 539 259 — 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. ion F Combustion 0 Not required per mechanical code (No atmospheric or power vented appliances) mi Passive (see IFGC Appendix E, Worksheet E-1) Size and type 6" INSULATED FLEX Other, describe: • Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E -1 --Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: raft Hood MI Fan Assisted irect Vent Input: (9 0 Btu/hr {(1 or Power Vent 1 v Water Heater: Ebraft Hood I♦ Fan Assisted jDirect Vent Input: Btu/hr or Power Vent (1.,t6 .t l'h.g( Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 0 ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan -assisted and power vent appliances Input: Btu/hr Use Fan -Assisted Appliances column in Table E-1 to find RVFA: 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 = 0 + 0 = 0 TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = 0 / 0 = N/A Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF=1-0 =1 Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: 0 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 0 / 3000 Btu/hr per int = 0 int Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 0 x 1 = 0 in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 J Minimum CAOA = in. diameter go up one inch in size if using flex duct esired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 5 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre -1994 1994 to present Pre -1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 6 HVAC Load Calculations for Country Joe Homes 4179 Summerbrooke PI Eagan, MN 55123 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, September 5, 2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac Residentia Air Mechanical the Ham Lake. MN 5 ight Commercial HVAC Loads Elate So lopment, to Page 2 Project Report Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Company Representative: Company Address: Company City: Tuesday, August 13, 2019 Country Joe Homes 4179 Summerbrooke PI Eagan, MN 55123 Air Mechanical Samantha Lykke 16411 Aberdeen St NE Ham Lake, MN 55304 Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Winter: Summer: Minneapolis, Minnesota Front door faces East Medium 44 Degrees 834 ft. 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReLHum Rel.Hum Dry Bulb Difference -15 -12.38 n/a 30% 72 29.40 88 73 50% 50% 74 37 Total Building Supply CFM: Square ft. of Room Area: Volume (ft3): 984 3,696 18,518 CFM Per Square ft.: Square ft. Per Ton: 0.266 1,461 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 56,444 Btuh 22,382 Btuh 7,966 Btuh 30,348 Btuh 56.444 MBH 74 % 26 % 2.53 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J, D and S 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. R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM Rhvac - Resider., Air Mechanical Inc Harn Lake. MN 5a ammercial HVAC Loads Elite Software Development, Inc. Pag Miscellaneous Report Winter: Summer: -15 88 -12.38 73 100% 50% 30% 50% 72 29.40 74 37.40 Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Main Trunk Yes Yes 0.00300 0.1000 0 900 0 0 in.wg./100 ft. ft./min ft./min in. in. Runouts Yes Yes 0.01000 0.1000 in.wg./100 ft. 0 ft./min 750 ft./min 0 in. 0 in. Infiltration Specified: Infiltration Actual: Above Grade Volume: Total Building Infiltration: Total Building Ventilation: Winter 0.280 AC/hr 86 CFM 0.166 AC/hr X 18 518 Cu.ft. 3,069 Cu.ft./hr X 0.0167 51 CFM 70 CFM Summer 0.150 AC/hr 46 CFM 0.000 AC/hr X 18,518 Cu.ft. 0 Cu.ft./hr X 0.0167 0 CFM 70 CFM ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr (86 CFM), Construction: Average Summer Infiltration Specified: 0.150 AC/hr (46 CFM), Construction: Average R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM Rhvac - Residential Air Mechanical Inc.', Ham Lake. MN 55304 Light Coma 1 HVAC Loa Elite Sottware:Development,_In+ Duct Size Preview Room or Duct Name Source System 1 Supply Runouts Zone 1 1 -Lower Level 2 -Main Level Other Ducts in System 1 SuDDIv Main Trunk Built -In Built -In Built -In Minimum Maximum Rough Design SP Duc Duct Velocity Velocity Factor L/10C Loss Velocit Lengtt 0 750 0.01 0.1 0 750 0.01 0.1 0 900 0.003 0.1 Htg Flow Clg Flow Act. Flow Duct Size 459.1 203 270 3--6 381.4 394 a 713 7--7 787.1 597 984 12x1 Summary System 1 Heating Flow: 597 Cooling Flow: 984 R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM Rhvac - Resident Air Mechanical Inc Ham Lake. MN 55304 1 HVAC Loads' Elite Software Developm Page -5 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Htg. & clg. n/a n/a 1,848.0 sq.ft. 8.0 ft. 14,784 cu.ft. 3 90 6 459 459 0.132 CFM in. ft./min. ft./min. in.wg./100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 1 270 CFM 1.1 AC/hr 0 CFM 24 CFM 9 % 19 CFM 7 % 5 CFM 0 CFM N -Wall-15B0-10sf-8 50 X 8 E-WaIl-15B0-10sf-8 48 X 8 S -Wall-15B0-10sf-4 50 X 4 W -Wall-15B0-10sf-8 48 X 8 S -Wall-12F-Obw 50 X 4 S-Gls-4a shgc-0.28 0%S Floor -21A-20 1 X 1848 400 0.050 384 0.050 200 0.054 384 0.050 182.5 0.065 17.5 0.290 1848 0.027 4.4 1,740 4.4 1,670 4.7 940 4.4 1,670 5.7 1,032 25.2 442 2.3... 4,341 0.0 0.0 0.0 0.0 0.6 16.8 0.0 0 0 0 0 0 0 0 0 0 114 0 294 0 0 Subtotals for Structure: 11,835 0 408 Infil.: Win.: 5.2, Sum.: 0.0 200 2.420 484 0.000 0 0 Ductwork: 1,825 92 AED Excursion: 137 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 2,200 3,200 Lighting: 500 1,705 Room Totals: 14,144 2,400 5,772 R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM Rhvac -Residential & Light Commercial HVAC Loads Air Mechanical Inc. hlam Lake, MN 55304 Elite Software Development, °Inc. E < Page 6 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) _.. �' 4 2�M : S '., '�#_ :._ yvE rc� *W, - �: •- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,848.0 sq.ft. Supply Air: 713 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 16,632 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 46 CFM Runout Air: 102 CFM Percent of Supply.: 6 % Runout Duct Size: 7 in. Actual Summer Vent.: 51 CFM Runout Air Velocity: 381 ft./min. Percent of Supply: 7 % Runout Air Velocity: 381 ft./min. Actual Winter Infil.: 46 CFM Actual Loss: 0.074 in.wg./100 ft. Actual Summer Infil.: 0 CFM N -Wall-12F-Obw 50 X 9 0.6 0 229 366.8 0.065 5.7 2,074 E -Wall-12F-0bw 48 X 9 407.5 0.065 5.7 2,304 0.6 0 254 S -Wall-12F-Obw 50 X 9 285.6 0.065 5.7 1,615 0.6 0 178 W -Wall-12F-0bw 48 X 9 422 0.065 5.7 2,386 0.6 0 263 N -Door -11 G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door -11 N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -GIs -4a shgc-0.28 100%S (3) 41.2 0.290 25.2 1,041 9.4 0 387 E-Gls-4a shgc-0.28 0%S 8 0.290 25.2 202 30.3 0 242 E -GIs-4a shgc-0.28 0%S 16.5 0.290 25.2 416 30.2 0 499 S -GIs-4a shgc-0.28 0%S (2) 33 0.290 25.2 832 16.8 0 554 S -GIs-4a shgc-0.28 0%S (3) 59.4 0.290 25.2 1,500 16.8 0 999 S -GIs-4agdoor shgc-0.28 0%S 72 0.290 25.2 1,817 16.8 0 1,210 W -GIs-4a shgc-0.28 0%S (2) 10 0.290 25.2 252 30.2 0 302 UP-Ceil-16B-44 1848 X 1 1848 0.022 1.9 3,537 1.1 0 1,992 Subtotals for Structure: 19,602 0 7,577 Infil.: Win.: 45.9, Sum.: 0.0 1,764 2.418 4,266 0.000 0 0 Ductwork: 3,537 243 AED Excursion: 361 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 3,200 4,200 Lighting: 700 2,387 Room Totals: 27,405 3,600 15,228 R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM Rhvac-Residen#ral & Ligh Air Mechanical Inc. Harn Lake. MN 55304 Com tat HVAC Loads Elite Software Development, inc. Page 7 System 1 Room Load Summary ---Zone 1--- 1 Lower Level 2 Main Level Ventilation Humidification Duct Latent 1,848 14,144 203 3-6 459 5,772 2,400 270 270 1,848 27,405 394 7-7 381 15,228 3,600 713 713 6,500 3,033 Return Duct 5,362 System 1 total 3,696 56,444 597 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 12x15 in. 787 ft./min 0.093 in.wg 1,046 1,727 119 336 119 22,382 7,966 984 984 Net Required: 2.53 74% / 26% 22,382 7,966 30,348 Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: Heati g System Natural Gas Furnace 0 AFUE 0 0 Btuh n/a n/a Cooling System Standard Air Conditioner 0 SEER 0 0 Btuh 0 Btuh 0 Btuh R:\ ...\4179 Summerbrooke PI.rh9 Thursday, September 5, 2019, 3:15 PM N OF MINNESOTA deatiika `n. 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C N 0 t o 0 O oo p_ 5 w Radon Reduction System ❑ Sub -floor Preparation o Add a 4" uniform layer of clean aggregate that will pass through a 2" sieve and be retained by a �/4" sieve ❑ 6 -mil poly over entire sub -floor o Lapped a minimum of 1 2" (previously 6") o All punctures or tears must be sealed or covered with Poly ❑ Seal all entry points o Polyurethane caulk or elastomeric sealant on openings around bathtubs, showers, pipes, wires, etc. o Polyurethane caulk or elastomenc sealant on all concrete joints and the joint between the slab and foundation wall o Polyurethane caulk or elastomeric sealant to fill joints, cracks, or other openings in foundation walls o Gasketed sump lid is required ❑ Minimum 3" ABS or PVC gastight pipe o Must go from the sub -slab base and run all the way through the building floors and terminate at least 1 2" above the surface of the roof o Can be installed into the gravel with a "T" fitting. o If we install 1 0' of perforated pipe, can include elbows o Route the pipe through conditioned space o Locate the end of the pipe that terminates on the roof at least 1 0' from any window or other opening in the dwelling that is less than 2' below the exhaust point. The end of the pipe must also be at least 1 0' from any window or other opening in adjoining or adjacent buildings o There must be a minimum of 24" in diameter (pipe serving as the axis) around the pipe by a vertical distance of 3' to allow for the installation of a fan in the attic in case the homeowner chooses to change the radon ready system into an active radon remediation system ❑ Label the Vent Pipe o At least once per floor *- in accessible attics, the pipe must be labeled with the words ' "RADON REDUCTION SYSTEM" ❑ One electrical receptacle in the attic o Must be near the pipe where a fan would be located if the homeowner chooses to install an active system after construction ❑ Active System o An active system can be installed. o With an active system you are required to install a continuously exhausting fan and monometer or other system monitoring device Architectural Manager Page 4 6/812009 2019 FOUNDATION GUIDE: SCOPE OF DRAWINGS: THESE CAST -IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2019. DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION SO USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stale of Minnesota. Date: 1-1-19 License Number: 46665 LAI Signed: ' t X Print Name: Nick Hanson 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 `V ^ January 1, 2019 0 of 15 © COPYRIGHT HANSON GROUP LLC 2019 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB -CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING -NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH -EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE -HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. "*THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 Y2" MAX. WALLS/SLABS - 3/4" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 THE HANSON GROUP structural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 January 1, 2019 1 of 15 si © COPYRIGHT HANSON GROUP LLC 2019 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1Y2" DEEP BY 3Y" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER -PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO Y2" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Y2". BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12. DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13. THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14. SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15. ANCHOR BOLTS Y2" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16. ALL PRE -MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18. CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-706-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9,001 \ 2 January 1, 2019 2 `J of 15 © COPYRIGHT HANSON GROUP LLC 2019 NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN 36" MIN FULL HEIGHT WALL LOOKOUT WALL REAR FROST WALL 4 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP HORIZ. BARS TOP & BOTTOM EQ. EQ. DETAIL B HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN J i STEP TYP. 2x STEP ELEVATION STEP SPACING REQUIREMENTS GARAGE FROST WALL T 0 >- 1— cz_ 4 1 ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLY (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP CONCRETE STRIP. FOOTING 4 4 A 1 1 72" MAX SPAN DETAIL A STABLE BANK THE HANSON GROUP structural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 January 1, 2019 3 of 15 S3 © COPYRIGHT HANSON GROUP LLC 2019 Y2"0 x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION 6" MIN. OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24" -ALTERNATE EACH SIDE 4 A • WOOD FRAMING ABOVE BY OTHERS SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM rSLAB-ON-GRADE BY OTHERS • (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 tura[ emririecrs 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-70B-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 SL1. 2019 January 1, 4 of 15 © COPYRIGHT HANSON GROUP LLC 2019 Y2"0 x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION 6" MIN. 'II II II_ 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL #4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY -CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPDXY GROUTED 4 a FRAMING & SILL PLATE BY OTHERS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL SLAB -ON -GRADE BY OTHERS ry� H— = %• m w • a) LUO ¢ a. cc C7 H- xw < > 2O co o< co UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) THE HANSOM GROUP slruclural ernineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: SITE ADDRESS: Date Rev Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 January 1. 2019 5 of 15 S5 © COPYRIGHT HANSON GROUP LLC 2019 Y2'0 x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB -ON -GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) WOOD FRAMING ABOVE BY OTHERS SILL PLATE TO MATCH FRAME WALL ABOVE OPTIONAL SLAB LEDGE CONCRETE SLAB -ON -GRADE #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPDXY GROUTED 3'-0" >)/ GRANULAR MATERIAL (SAND) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. 8" MIN. C.I.P. CONCRETE FOUNDATION WALL OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB -ON -GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 s6 6 January 1, 2019 6 of 15 © COPYRIGHT HANSON GROUP LLC 2019 ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 tel/ WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE 6" MIN. FLOOR TO SILL CONNECTION SEE S10 SLOPE GRADE AWAY FROM FOUNDATION CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) < a 8" MIN. C.I.P. CONCRETE FOUNDATION WALL -SEE REBAR TABLE S8 FOR VERTICAL REBAR 1Y" CLEAR CONCRETE SLAB -ON -GRADE PLACED TIGHT TO FOUNDATION WALL BACKFILL HEIGHT CLEAR HEIGHT • J GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT NOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25-0" FLOOR SPANS & 50'-0" ROOF SPANS THE HANSON CROUP structural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 January 1, 2019 7 of 15 S7 © COPYRIGHT HANSON GROUP LLC 2019 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ Pc = 3000 PSI ALTERNATIVE TO CODE TABLE R404.1.2 BACKFILL TYPE CLAY (60 PSF/FT) I WALL THICKNESS 1 & NONE NONE NONE I w z 0 z NONE NONE NONE NONE NONE NONE NONE I o NONE NONE NONE NONE NONE NONE dr N 24" NONE NONE NONE M NONE M M M „ NONE N 24" CO M w Z O Z SANDY CLAY (45 PSF/FT) WALL THICKNESS N NONE NONE NONE NONE NONE NONE NONE NONE 3NON NONE NONE O ww z NONE NONE z NONE NONE M NONE NONE NON NONE « w Z O z NONE Zo«3 co M NONE NONE 36" 36" ip COO w Z z NONE SAND (30 PSF/FT) WALL THICKNESS CV NONE] NONE NONE NONE NONE NONE NONE w z O z w z O z NONE NONE oz T w O z NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE `° NONE NONE NONE NONE NONE w O z (occ°o « . w O z w O z NONE BACKFILL HEIGH (SEE S7) io 7'-0" OR LESS 9 Co o Co o 6'-0" OR LESS I Z9 is) o i3) 0 Co 0 F- 6-0" OR LESS CLEAR HEIGHT (SEE S7) 0 -Q _ 0 o 0 r " = NONE IF F'c = 4,000 PSI 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 `VuV S ^ January 1, 2019 8 of 15 © COPYRIGHT HANSON GROUP LLC 2019 NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. VENEER OR SLAB -ON -GRADE BY OTHERS SLOPE GRADE AWAY FROM FOUNDATIO FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR OTHERS SLAB -ON -GRADE BY OTHERS FOUNDATION WALL SEE S7 16" HIGH MAX x SLOPE GRADE 6" THICK MIN AWAY FROM STEM FOUNDATIO DETAIL @ HIGH GRADE SIM @ NON-BEARING VENEER OR SLAB -ON -GRADE BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE DETAIL @ LOOKOUT SIM @ FROST WALL WOOD FLOOR SYSTEM BY VENEER OR OTHERS SLAB -ON -GRADE BY OTHERS FOUNDATION WALL SEE S7 • 6" MIN THICK STEM SLOPE GRADE AWAY FROM FOUNDATION #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL 1Y2n FOUNDATION WALL CLEAR SEE S6 DETAIL @ LOW GRADE SIM @ NON-BEARING FRAMING BY OTHERS SLAB -ON -GRADE 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) DETAIL @ FROST WALLS w/ LOW GRADE THE HANSON GROUP structural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 January 1, 2019 9 of 15 S9 © COPYRIGHT HANSON GROUP LLC 2019 © COPYRIGHT HANSON GROUP LLC 2019 FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS Y2"0 ANCHOR BOLTS w/ NUT &Y8" THICK x 2"0 OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER ° ' / % � / i;d. FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE • SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL EQUIVALENT SPACING —"toe pow" ' REQUIREMENTS RIM BOARD OR BRACING2x8 MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM SLOPE GRADE AWAY z g < ° Q `�.<. SILL PLATE TO BE USED w/ MAXIMUM OF 1Y2" OVERHANG (MAINTAIN 2%" EDGE DISTANCE FROM FOUNDATION k I I ( . ;..:a a• = TO BOTH CONCRETE AND INSIDE _ _ _11 OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPE CLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 16" A A B 8'-0" 19.2" A A B 24" A B C 16" A B C 9'-0" 19.2" A B D 24" A C D 16" A C D 10'-0" 19,2" A D D 24" B D D CONNECTION A (4) 0.131"0 x 3" TOP NAILS AT EACH MEMBER CONNECTION B (4) 0.148"0 x 3" TOP NAILS AT EACH MEMBER CONNECTION C (2) 0.131"0 x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION D (2) 0.131"0 x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s"** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 1Ys" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. ''-''''� '-' it t I ci 3407Kilmer Lane Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: SITE ADDRESS: Date Rev Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: City: State: MN Zip: Project Number: 9.001 Drawing Date: January 1, 2019 S 0 Sheet 10 of 15 © COPYRIGHT HANSON GROUP LLC 2019 Y213 ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) BACKFILL TYPE SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 8'-0" 7'-6" 72" 72" 48" 7'-0" 72" 72" 60" 6'-0" OR LESS 72" 72" 72" 9'-0" 8'-6" 72"" 48" 36" 8'-0" 72" 60" 36" 7'-0" OR LESS 72" 72" 72" 10'-0" 9'-6" 72" 36" 24" 9'-0" 72" 48" 24" 8'-0" 72" 72" 48" 7'-0" OR LESS 72" 72" 72" *Y2"0 EPDXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) BACKFILL TYPE SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 8'-0" 7'-6" 48" 24" 16" _ 7'-0" 60" 30" 18" 6'-0" OR LESS 72" 72" 36" 9'-0" 8'-6" 30" 18" 12" 8'-0" 36" 20' 16" 7'-0" OR LESS 72" 36" 24" 10'-0" 9'-6" 18" 12" N/A 9'-0" 24" 14" N/A 8'-0" 24" 16"42" 7'-0" OR LESS 72" 42" 24" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, Y"0 EXPANSION BOLT w/ 6" EMBED, Y2"0 SELF -CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR THE HANSON GROUP slrucclural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 S 11 2019 January 1, 11 of 15 © COPYRIGHT HANSON GROUP LLC 2019 x Q m M 1— W 0WQ o z Z0 J J cn 1- i - 0j = W X Q J-5 W >cc cncV W Zww 0 w < 0 CC LU 0 w Wm } M 1- cM I— F— m- 0 0 Z ¢ m U) 0 0 ¢ d 0 Ci) Q ¢ Z W CCco =JI—W = 2 CDmU)Wg w m 00I—(r0 m W HWZH D O 2 z_wlu¢I_o_ cc 0 wW0Zto L-` Z 0Z0¢r CO 0 coWa0 m 1- W U==� Z D �OHI_Z W 0 3F-wa@iw o 0ZCL �g2CC> WDn-JD0 u- c�0ci)�m2U 0 W 0 uJ 0 z Z m m U m ( j d Y c) __I O Z¢w2=w0 wmz(n�F- ¢<H0=w> w WCjW12 I0m=WJ c=i)0¢omCC7OH« OcozwZcnZW2 0@)2CoYzU)F—- J .cU wmW JJo��c)u_m wZm0mo 0Z< JOZYW OYZcn Z_O J m W ¢ J Q OJ w e OJ O 0 Uj 2coZm2Zmcn= W 1- 0 r N M d- Ln z m 0 Z 0 0 (1) Z cn ¢ 0 WO Um d (n = z ww 0 J J Z u- 0 I- 0 co m (�CC W Z <0 >- 1- O CD Z Y 0 O 030 1- Z 2 W (1) -J 0.131 0 x 3" LONG NAILS @ 6" O.C. STRUCTURAL RIM BOARD BY OTHERS w cn W 1— cn W U, W Z = co Y m m 1-u_ 2 Oz 0 @1 w — cc W 0 0 m¢ }W SO U < WU W =JJ ¢Z n U¢W Z—I— O woOZ o ¢O zm U H H= CC =— W 0 Z ¢U C3¢ xZ W co W 0_ 0¢ W O N m m 2 }0'p (OJ �cc Qz I WUz 111 Q� I -C) x� 00 JO I� '.3. .6 N U) LL LL U) LL 0 u) o o IIID 0_='Y° 1111111' w=oo CC (n CO J Li d w = Z a. d u Lu U ° a m< w 0 a f/)=I— w/ (12) 0.131"0x3" LONG NAILS 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: January 1, 9.001 S12 2019 12 of 15 © COPYRIGHT HANSON GROUP LLC 2019 0 W U) Z.0 Z x W o 20 I T w 0 o W 0 J �Z J- WJ 0Z J> U - > Q ZD 0 Q z2 w� ww }w I -O Q) < cc) u) a. cc ? w 0QLU 0_ mm oCm=I-2 w�a00 CO u) Lu 0 ¢00D¢ COCCLU �UW oz0�� 0 QZO<z <OLI0 wW�o o. 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U _ Q OOLU 2 N U) in E = Q co II L Z CC ZCO ZZ CCm F- A0 0_20 MU) I 0 0 Z U O CO LL. 0 LU 0 CC Oo wCn Lu Z W 0Z CO 0O Z 0 Y w0 I– CO z co x N D_ J w 0 Lu u_ �OCZ O– Q 0ILL WotS a�cc 0 CC 0 Z w 0 I=- Z w0¢ 0 w } <0 cc r_-_- 0 a. z 0O a. co I cc UJ m W CO D ZLu z QU0 O � Z 200r, r, x < LL wU0� O I I Z CCaUW I — = O -III- 00 1– w0 -w 5 m co W J w <0 N 0m ) 1LH Z NAIL SHEATHING TO BLOCKING/TRUSSES w/ (12) 0.131"0x3" LONG NAILS zM c0mw CO 0v�iw00¢ Z 00ccU�TW J¢ O >- CO O CO H m Z 0 I– Lu 2 2 0 U) x 0r _ D CV r H 0 m W °I w w 0z 0 0 Z0) 0-- w CO I- I} OU U_ T CO Z u w v COO CCI W �, g I x 0 0 0 1- W Z M m m (0 0 – m w 0 O 0 Y Z tZ JUi3N a o z 0I M w 0 0 I Q w 0 z U 0 J m LL 0 w 0 m THE HANSC*J GROUP structural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 S13 2019 January 1, 13 of 15 © COPYRIGHT HANSON GROUP LLC 2019 SLOPE GRADE AWAY FROM FOUNDATION —I I I— #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL 3'-0" EACH WAY MIN i a #4 VERTICAL BARS EACH OUTSIDE�'� CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) • 5-0" EACH WAY MAX WINDOW WELL LADDER/ ESCAPE MEANS BY 0_ OTHERS >- 6" Sk-OPE MIN. d 12" WIDE x 8" THICK MIN STRIP FOOTING FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) in w w cC U z 0 0 —IcV –GRANULAR MATERIAL (SAND) LOOKOUT WALL SEE S5 xxxxxxxxxxxxa WALL BEYOND (1) #4 HORIZONTAL BAR AT TOP OF WALL 8" MIN C.I.P. CONCRETE WALL 1 -----PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF I , OPENING EACH END SLAB -ON -GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN z z Lu 0 0 z_ • o • u_ 2 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2019 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: 9.001 S14 January 1, 2019 14 of 15 © COPYRIGHT HANSON GROUP LLC 2019 AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS a .N D •w. .z D SEE BASEMENT WALL bETAIL p Q , a Q / 6'-0" MAX. A J J �q � Q Q 4 INF D m OO N .4 = Z CC H-§-4 Z ��� 0Q MI Q o . 4 <• Z4 . I- \ 8 Y 0 . d JO LUca 4 d < SLAB -ON -GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION THE HANSON GROUP structural engineers 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2015 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE Project: SITE ADDRESS: Drews Concrete Inc. PO Box 199 Shakopee, MN 55379 Client: Date Rev City: State: MN Zip: Project Number: Drawing Date: Sheet: January 1, 9.001 S15 2019 15 of 15 © COPYRIGHT HANSON GROUP LLC 2019 City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy EAGAN INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Summerbrooke Lot Number Address Builder 2 Block Number 1 4179 Summerbrooke Place Country Joe Homes Phone Number: 952-380-8120 Contact: Steve Sauber Tree Protection Requirements: Replacement Trees: X Attachments: X Additional Notes: Tree Protection Fencing Installed on Site (Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Not Required As Follows: Six (6) Category A trees (>= 4.0" caliper deciduous trees, or >= 12' conifer trees). Per approved Tree Mitigation Plan, three (3) Swamp White Oak trees, (1) Black Hills Spruce and One (1) Sentry Linden were installed fall of 2018. One (1) Hackberry is to be installed in front yard following construction. EAGAN FORESTRY DIVISION Yes (Refer to attached InEwD No H:\ghove\2019fiIe\treepres\Tree Preservation Plan Summerbrooke Lot 2 Block 1 BY A -b ILL& S( A) K1 , g L.6 A.\ ----- DATE 11 Zoi 1 TREE PRESERVATION PLAN REVIEW - INDIVIDUAL LOT EAGAN Date Building Permit Application Received 9/18/19 Development Summerbrooke Site Address 4179 Summerbrooke PI. Lot 2 Block 1 Builder Country Joe Homes Telephone 952-380-8120 Property/Lot Owner Name - Telephone - Contact Steve Sauber E-mail E-mail - Office Plan Review - Date 9/18/19 Notes Per approved tree mitigation plan. Six (6) trees are to be installed on site: Three (3) Swamp White Oak, (1) River Birch and Two (2) Hackberry. Tree Preservation Data Original Plan Revised Plan Total Significant Woodland Area sq. ft sq. ft Total Significant Trees Woodland To Be Removed sq. ft sq. ft Trees To Be Removed Allowable Woodland Removal (20%) sq. ft sq. ft Allowable Tree Removal (20%) Required Mitigation YES (or) NO Calculated Mitigation Amounts Original Plan - Category A Category B Category C Revised Plan - Category A Category B Category C Site Inspection — Date 9/20/19 Notes Five (5) trees already installed in back yard area. Three (3) Swamp White Oak. One (1) Black Hills Spruce and One (1) Sentry Linden. Installed Fall of 2018 G:\Forestry\TreePreservation\Tree Preservation Plan Review- Individual Lot.doa I 4 9 '8 ZIOF -5AVED-- -914 910 -910-- 916- -92 7 920- - N91 NWLg53 F-141fl) Mt las OA i el 4/g Mg , 1 kOr kil TIM WARM 171.6raiVAIINEPACi I E lenk . :•*iffeW 0,4SU , ERER e 1 ip 1%47177 WM& TING SCHEDULE ESPECIAL INSTRUCTIONS. PROPOSED REPLACEMENT CATEGORY "A" CATEGORY CATEGORY a seiC )— g g 0 W U CATEGORY "A" CATEGORY "A" CATEGORY "A" CATEGORY AN QUANTITY CI In .O— 0) 0 N M a.t. a* ae a* 11 !t I1 Iv COMMON NAME/SCIENTIFIC NAME OVERSTORY TREES AUTUMN BLAZE MAPLE/ACER X FREEMAN!! HACKBERRY/CELTIS OCCIDENTAUS SENTRY UNDEN/TIUA AMERICANA 'SENTRY RED OAK/QUERCUS RUBRA RIVER BIRCH/BETULA NIGRA SWAMP WHITE OAK/QUERCUS BICOLOR EVERGREEN TREES N D 8 K N N M Z_ k W Z a W i BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA LLI Y OF0r/ ii` '1� MA OA OCL W W M m N c v o z 0 ❑ ❑ 00❑❑ J 0 ❑ ❑ 0❑❑ 0❑❑ 0❑❑ 0❑❑ 0❑❑ 0❑❑ 0❑❑ 0❑❑ 0❑❑ 0 ❑ ❑ 0❑❑ 0❑❑ 0 0 ❑ 0 Yes 0❑❑ ❑❑0 ❑❑0 0❑❑ ❑0❑ ❑0❑ No IZIMM 0❑❑ 0 ❑ ❑ 0❑❑ 0 ❑ ❑ 0❑❑ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lot 2, Block 1, Summerbrooke DATE OF SURVEY: 9-9-2019 LATEST REVISION: DOCUMENT STANDARDS £ c J�q) W l • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description Addr • North arrow 017/, ss • Horth arrpe and bcale �+) ���� 7 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) rO • 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 corners • Top of curb at the driveway and property line extensions • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) Proposed • Garage floor • Basement floor • Lowest exposed elevation (walkout/window) • Property corners • Front and rear of home at the foundation • PRV Required PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements: Reviewed By: Dave Westermayer G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 6-28-19 Date 9-23-19 cip0 O ti 0 O CN 11 51 rn x ?•Ln n' O D a O0 '37x 0 Cs Oo x Jr. N O0 \y INDOW WELL** Ch N rn°j -N II rn ch ch 4 J J W Sot WO C0 CD Orzi =2 o� Om Liu uw as Oc 0c CL PROPERTY DESCRIPTION 0) 0 apt (0 Q et LW Liu rn � 20 0 p i `° 0 LLI 3 Z.,.: V 2 00^II 0U II O$ 2m lin J CO W CI II Q 0 u,..; k-Z m W �2� \.).0 Q tr10 CV.to CO LO II ADDRESS: 4179 SUMMERBROOKE PLACE 1 DENOTES MAILBOX DENOTES IRON PIPE MO DENOTES FOUND IRON PIPE MO IMPERVIOUS = DENOTES PROPOSED DRAINAGE DIRECTION 0 DENOTES SERVICE LOCATION 0: d DENOTES WOOD HUB DENOTES EXISTING ELEVATION ©O• 0o DENOTES PROPOSED ELEVATION 0 DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR DENOTES DECIDUOUS TREE DENOTES EVERGREEN TREE r — 0 x \O 0 -------------- ------------------- I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR DENOTES BITUMINOUS SURFACE c m° UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DENOTES CONCRETE SURFACE rn 0 N (3) 0) w H 0 CC 0 >w 00 m 0 v < 00 z Q w C ¢Z LI! IL 2 O oo ooO ¢ cow �z C)z I-2 DENOTES GRAVEL SURFACE m 617'1.9 M„51.,81,a00S 0 com c 0) , C CD N u� O N �1 C V O t0 CO E 0 PERMIT City of Eagan Permit Type:Building Permit Number:EA158958 Date Issued:11/12/2019 Permit Category:ePermit Site Address: 4179 Summerbrooke Pl Lot:2 Block: 1 Addition: Summerbrooke PID:10-72950-01-020 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Youngfield Homes Inc 22260 Dodd Blvd Lakeville MN 55044 (952) 492-9276 Glowing Hearth And Home Llc 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA160173 Date Issued:02/20/2020 Permit Category:ePermit Site Address: 4179 Summerbrooke Pl Lot:2 Block: 1 Addition: Summerbrooke PID:10-72950-01-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener and hooking up gas dryer and washing machine 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Youngfield Homes Inc 22260 Dodd Blvd Lakeville MN 55044 (651) 558-7017 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA162276 Date Issued:07/07/2020 Permit Category:ePermit Site Address: 4179 Summerbrooke Pl Lot:2 Block: 1 Addition: Summerbrooke PID:10-72950-01-020 Use: Description: Sub Type:Residential Work Type:Underground Sprinkler System Description:PVB 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 - RPZ/PVB/Lawn Irrigation $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 - Keith R Gray 4179 Summerbrooke Pl Eagan MN 55123 (651) 558-7017 Schuler Plumbing 17850 Erkium St NW Anoka MN 55303 (763) 283-8882 Applicant/Permitee: Signature Issued By: Signature EAG A N JUL 06 2020 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 build inginspectionsecitvofeaoan.com Date: r For Office Use Permit #: /(!/ Permit Fee: / - / Z Date Received: Staff: 020 RESIDENTIAL BUILDING PERMIT APPLICATION 4.6 Site Address: 4"/ / Unit #: Name: OI r Phone: 65/ 53F-7e/ 7 Address / City / Zip: %/7'? �tif7t74& V Id 16 /`U�_%%A Applicant is: Owner X' Contractor ✓ 1`�3 Description of work: Construction Cost: ,,a20 Multi -Family Building: (Yes / Nor ` ) Company: . 7r- /o4 cei(45 CC7/" Contact: /' k 5V4�' �' Address: L / ! " i '7, (.71. aw infetff/�i�/ OptiA State: /T " Zip: ems"- / Phone: R5 —7 Email'G® %� ,F^7", c� License #: B� f_ 37g ` 3 Lead Certificate #: ,c, Ge•�.�-r 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 Eaga issued a permit for a simi r plan based on a master plan? Yes No If yes, date and address o master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: Fire Suppression Contractor Phone: and suppo,tin; ent fit ly r � fo In Porringtipn. n public if you provid 4fre a #f ► t l#the Cl to concta s 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 webslte at www.cltvofeanan.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 CaII at (651) 454-0002 for protection against undergrou intend to dig to receive locates of underground utilities. www.gooherstateonecaliorp I hereby acknowledge that this Information is complete and accurate; that the work will be in confo an =with finances 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 of start watt a permit the work will be in accordance with theapproved plan in the case of work which requires a review and approval of y a Applica s Signature Applicant's Printed Name Call 48 hours before you DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace _ Single Family _ Garage _ Multi ) Deck _ 01 of _ Plex Lower Level WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation '®I 1i ll () Occupancy Plan Review y,) Code Edition (25%_ 100% Zoning Census Code Stories # of Units Square Feet # of Buildings Length Type of Construction Width _ Interior Improvement _ Move Building _ Fire Repair _ Repair \cturiffi6va &fit* el , Porch (3-Season) _ Porch (4-Season) Porch (Screen/Gazebo/Pergola) _ Pool REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Roof: _Ice & Water _Final Framing /- 30 Minutes Fireplace: _Rough In Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Meter Read Copies 1 Hour Air Test Final TOTAL fiv _ Siding Reroof Windows _ Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish interior _ Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant 1- MCES System 0 SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Service Test Gas Pool: _Footings Air/Gas Tests _ Drain Tile Siding: _Stucco Lath _Stone Lath Windows Retaining Wall: _ Footings _ Backfill Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector przAzi- Line Air Test _ Hood Final Brick EFIS Final Page 2 of 3 ADDRESS: 4179 SUMMERBROOKE PLACE /� ? 7`7% 0 • 000.0 0) S00°18'15"W DENOTES MAILBOX DENOTES IRON PIPE MONUMENT SET DENOTES FOUND IRON PIPE MONUMENT DENOTES PROPOSED DRAINAGE DIRECTION • DENOTES SERVICE LOCATION DENOTES WOOD HUB DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES EXISTING CONTOUR say DENOTES PROPOSED CONTOUR DENOTES DECIDUOUS TREE DENOTES EVERGREEN TREE By Date * LOT AREA = 17,079 SQ. FT. HOUSE AREA = PORCH AREA = SIDEWALK = DRIVEWAY = 2,467 SQ. FT. 53 SQ. FT. 62 SQ. FT 826 SQ. FT. IMPERVIOUS = 3,408 SQ. FT. = 19.95% P.R.V. REQUIRED INS1AMRAL cO Rpt. , DRAINAGE t UTILITY_- ' EA5EMENT -- WE t t I • 1 BENCH -MARK FIRE HYDRANT NEAR NW C'OR OF LOT 2, BLOCK 2. TNH ELEV. = 918.22 \ X 4V 1 909 1 CERTIFICATE OF SURVEY FOR COUNTRY JOE HOMES 3:1 Maximum Slopes or . w taining Wel Val Be Required_�....% s 41` 114 X X 41 n9I X6 231 551 X 915 c 412.Q `/ v<P \tea\ 914 4x 914 1 LOT BLOCK 1 X 9152 914,6 xl 5 5 `�,� 26� 1X" 2 "Al S1 °° �2 909.9 X 91411 Bohlen Surveying & Associates 31432 Foliage Avenue Northfield, MN 55057 Phone: (507) 645-7768 tomeara@bo)llensurveying.com B A 1682 Cliff Road E. Bumsville, MN 55337 Phone: (952) 895-9212 Fax: (952 5-9259 914 5X N 914 5a x 914.4 415 1 \A X 414 5 13.1 \ r x 914 2 x 919 5 Y 914.r, PROPOSED IIOUSE x' 1 n FB/FL.T 41 X 9'I 1 X914. cP\ \ 414.6 x 914 SETBACKS FRONT-30' SIDE —ALONG RIGHT OF WAY = 30' SIDE INTERIOR = 10' ON R-1 (R-1 is lots over 12,000 sf) SIDE INTERIOR ON R 1—S = 6' SIDE ON GARAGE = 5' REAR = 15' NOTE: ANY LIVING SPACE IS CONSIDERED THE HOUSE SETBACK, NOT THE GARAGE SETBACK) X 9 1 , • 913.6 GARAGE x 914' X 915 1,4 DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE 91,4 X41t55 13.6 116 914. I 415 s O 0 914 S PROPOSED DRIVEWAY 6.2% x 916.2 X 9164 ti 15.2 915 X 41 5 9 NOTE: ALL BUILDING DIMENSIONS ARE SHOWN TO OUTSIDE OF FOUNDATION WALL 915.2 915.2 1"=20' **LOWEST OPENING = 916.4, TOP OF WINDOW WELL** NOTE: ZERO THRESHOLD ENTRY PROPOSED TOP OF GARAGE ELEV. = 918.2 PROPOSED GARAGE FLOOR ELEV. = 917.9 PROPOSED TOP OF HOUSE WALL ELEV. = 916.9 PROPOSED BASEMENT FLOOR ELEV. = 908.9 PROPERTY DESCRIPTION LOT 2, BLOCK 1, SUMMERBROOKE, CITY OF EAGAN, DAKOTA COUNTY, MINNESOTA. I HEREBY CERTIFY THAT THIS SURVEY 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. DATE: 9-9-2019 I f1A7'pOd .1. a IR Cme, THOMAS J. O'MEARA, LAND SURVEYOR MINNESOTA LICENSE NO. 46167 S:\Project\Eagan\summcrbrookc\dtvg'\L2BI-ccrt-9-6-19.dwg 9/7/2019 11:17:32 AM (ST