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3575 Lemieux Cir 7717. T3 v qf PLC t)q g g vRJ Use BLUE or BLACK Ink P) I for Office Use y I 7/ -33 I ~I 1 Permit city of E1 ` ~ 11 `t Permit Fee. t 3830 Pilot Knob Road p ~E~V I j'/Z } Date Received: t Eagan MN 55122 I )k7 Phone: (651) 675-5675 ~Q~ 1Q~2 1 staff: I Fax: (651) 675-5694 - I I RESIDENTIAL BUILDING PERMIT APPLICATION 202 ~Ir~ ~ Dater, [47•Z4:11T. Site Address: 0-5 JIM& C1 S1 S! -Unit Name: [5ii'r I Phone:i 1 .I. s Address/ City/ Zip:71 God> W n e T+f 'ST'c Applicant Is: Owner Contractor Li tR 3~ 12 "'vRac>n'~ Tf SRS S~r✓c-~s \ cRf~ `-~J Description of work: o rL-c • ET'. .O . ~ s 7 ti Qa „ Construction Cost: Multi-Family Building: (Yes / No ) Company: Contact: Address: City: I:(3 GRA''%• ~ R~ State: Zip: Phone: License t 11=0 -Lead Certificate M If the project is exempt from lead certification, please explain why: {see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?. Yes Zo If yes, date and address of master plan: Licensed Plumber: ZLON)4007- r_1%444, phone: 01524-445,4(01% A Mechanical Contractor: U%+4 Phone: 4 ~f 52. j=00~? Sewer & Water. Contractor:. Phone: 0051 • `q" S-7. 1 'M"t f• R. {IVi ; '.:j .,s'~ 4' 04't'+~i ~ R .~kFrC~2j~P:~Cra~i ` .R I~ _s~.. ' -b,. 1 r' br;~R. 'k. °k ~ . ~ ~ ~I Y S a j~ p f g s !y cr,s knf ar o sfeof' : 11100 . ~j f f cIN ARM P UINH'Y49 :1' t UNR" go GD/jelZ~1_:1t1.[lif.q~r°.~El. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 464-DOD2 for protection against underground utility damage. Call 48 hours before you Intend to dig to receive locales of underground utilities. www go )hQftltateonecail.org I hereby acknowledge that this information is complete and accurate; that the work will be In conformance with the ordinances and codes of the City of Eagan; that l '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 accordanc@ with the approved plan In the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued in accordance.with the Minnesota S to Building Cods must be completed within 180 days of permit issuance. Applicant`s Printed Name A Ica fts gna re Page 1 or 3 Y - ~0~/7 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage _ Single Family Garage Porch (4-Season) Exterior Alteration (Single Family) _ Multi Deck _ Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) 01 of 1Plex Lower Level Pool Miscellaneous Accessory Building WORK TYPES u 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 a Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%X-) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet C/ PRV # of Buildings i~ Length Fire Sprinklers Type of Construction Width f REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required , . Footings (Addition) Final / No CO. Required Foundation HVAC Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone at -Brick Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings - Backfill Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Y/(o 05 Base Fee f~] Surcharge e~- 7 23 IM2P X Plan Review MCES SAC ° - 0 w 1'3, 9 City SAC J l` j / / o,15-3 Utility Connection Charge ( l _S&W Permit & Surcharge ' X Of Treatment Plant Copies ( }(o y / TOTAL ~Z age2oj3.. °New Construction Energy Code Compliance Certificate RECEIVED Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted A the building. The certificate shall be completed by the builder and shall list information and values of MAY U 7 2012 components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit Ctly 3575 Lemieux Cir. (Avalon) Eagan Name of Residential Contractor - MN License Number Ron Clark Construction & Design 1221 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) o ~ c Active (liith fi-tn and inonorneter or other s}stern monrtonrz4 device ) U o o °0' w o Insulation Location .2 z v p - W o y o a a o ti E ar Z w r= w w cG c Other Please Describe Here Below Entire Slab X Foundation NN all R-10 X Exterior Perimeter of Slab on Grade X Rini Joist (Foundation) R-1 4 X Interior Rini Joist Ll" Floor+) X Interior Wall R-21 X Ceiling, flat R-44 X Ceiling, vaulted R-44 X Bay Windows or cantilevered areas R-1 9 X Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.31 x Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.35 R-value R-8 in garage area MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type GAS Electric R-41 OA Passive Manufacturer Bryant Marathon Bryant Powered Interlocked with exhaust device. Model 912SA4206OS17 MR105245 113ANA030 Describe: Input in 60,000 Capacity in 105 Output in 2.5 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss. 49,175 Heat Cain: 20,781 Location of duct or system: Structi re`s Calculated AFUE or 92% SEER: 13 HSPF% Calculated 23,462 Efficiency cooling load: Cfin's " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two finnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive 6" Flex X Heat Recover Ventilator (HRV) Capacity in cfins: Low: 70 High: 150 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s) rated capacity in cfins: Basement Location offan(s), describe: Cfin's Capacity continuous ventilation rate in cfins: " round duct OR Flex Total ventilation (intermittent + continuous) rate in cfins: " metal duct Created by BAM version 052009 Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy, Suite 120, Bumsville, MN 55337 Phone 952-894-0005- Fax 952-894-0925 - Web www.bumsvilleheating.com Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings sate address c.~ Dane 'ca/~ 1 Z Contractor Ml- 4 ~ _ Te~ completed Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including c Basement -finished or unfinished) 2 1 Total required ventilation / b Number of bedrooms Continuous vendlation Dire-eons - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in Total/ Total/ Tota(/ Total/ Total/ Total/ s q. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120 60 135/68 150/75 165/83 1-350 100/50 115/58 0/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185193 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) + 115 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventlhvtlofl -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm. shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G.WAFETAIit►Vent mb air submittal (2).docx Page 1 of 6 s Section 6 Ventilation Method (Choose either balanced or exhaust only) 91 Balanced, HRV (Heat Recovery ventilator) or ERV (Energy Recov. Exhaust only ery ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating b% more than 100%. Low cfm: High cfm: Ld Continuous fan rating In cfm (capacity must not exceed continuous ventilation ratio by more than 100% Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typiccrily HRV or ERV's. Enter the low and Oigh cfm amounts. Low m airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that Is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent 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 forcontinuous ventilation must beequal to or greater than the o cirn, air rating and less than 100% greater than the continuous rate. (For Instance, If the low cfm Is 40 cirri, the continuous ventilation n must not exceed 80 cfm.) Automatic controls may allow the use of a /ar erfan that is operated a percentage of each hour. Section D Ventilation Controls Describe operation and control of the continuous and intermittent ventilation e r7'i. Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and Inspectors to verify design and Installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, Indicators and legends. If an ERV or HRV Is to be Installed, describe how it will be installed. If It will be connected and interfaced with the air handling equipment please describe such connections as detailed In the manufactures' installation Instructions If the Installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such Interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table S01.3.1) interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table am size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be f1Ued 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 IMC501.3.3. Please note, if the makeup air quantity Is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the last line of section D, The make-up air supply must be installed per IMC501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column 8 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfrn/sf) b) conditioned floor area (sf) (including unfinished basements) -,7 Estimated House infiltration (cfm): Ila ®5- x 1b) D / 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm), (not applicable to ba- lanced ventilation systems such as HRV b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm), kitchen hood typically (not applicable If recirculating system .2 't 1p or If powered makeup air is electrically Interlocked and match to exhaust) d) 8096 of next largest exhaust rating irn); bath fan typically Not (not applicable 9 recirculating system or If powered makeup air is electrically applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm), f J (2a + 2b +2c + 2d) -7 3. Makeup Air Quantity (chn) a) total exhaust capacity (from above) 5 b) estimated house infiltration (from s / 9S above Makeup Air Quantity (cfm), (3a -3b) (if value is negative, no makeup air is l needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column If there are other than fan-assisted or atmospherically vented gas or oil appliance or If there are no combustion appliances. (Power vent and direct vent appliances may be used.) 0. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be In- cluded.) C. Use this column If there Is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or If there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct dl- pilances, or no wmbus- power vent or dared pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-1s 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164 - 232 101-143 70 - 99 43-61 7 Passive opening 233 - 317 144-195 100-135 ---62-83 8 Passive opening 318 - 419 196 - 258 136-179 84-110 g w/motorized damper Passive opening 420 -539 2S9 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540 - 679 333 - 419 231-290 143 -179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal dud Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight dud allowable. 8. If flexible dud is used, Increase the dud diameter by one inch. Flexible dud shall be stretched with minimal sags. Compressed dud shall not be accepted. C. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance Is Installed. D. Powered makeup air shall be electrically Interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type dy other, describe: III, Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance Installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size and type, Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 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/Boller: _ Draft Hood Fan Assisted ,Direct Vent Input: 0 oe Btu/hr or Power Vent Water Heater: _ Draft Hood _ Fan Assisted _ Direct Vent input: etu/hr or Power Vent 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: ft3 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: fe Volume (TRV) if CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. if CAS Volume (from Step 2) is less than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: fe 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: ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA +'RVNDA TRV = + TRV fe if CAS Volume (from Step 2) As greater than TRV then no outdoor openings are needed. if CAS Volume (from Ste 2) is less than TRV then go to STEP S. Step 5: Calculate the ratio of available Interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF =1- - Step 7: Calculate single outdoor opening as if all combustion air Is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in' CAOA 3000 Btu/hr per In' = in' Step 8: Calculate Minimum CAOA. Minimum CAOA=CAOAmulNpiled b RF Minimum CAOA = x - in, Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13,4 Minimum CAOA = in. diameter go up one Inch in size If using flex duct 1 if desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 6304. Page 5 of, 6 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to presen# P re-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 51250 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 X7,875 155,000 7,750 11,625 5,813 16,275 160,000 8,000 12,000 6,000 16 ,800 165,000 8,250 12,375 6,188 17,325 170,000 12 750 6,375 17,850 175,000 $ 750 13,125 6,563 18,375 180,000 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 1950 ,00 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 101500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,02S 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 2 3,625 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 ACC. Page 6 V C; 355 I~~tt~x c-ttZ- Avalon HVAC Load Calculations for Ron Clark I f ~ V R9SIDXN`1 AL, R H HVAC LoADe i j i i i f Prepared By: Alan Dobson Burnsville Heating & A/C Inc. 3451w Burnsville Pkwy, Suite 120 Bumsville,MN 55337 952-894-0005 Thursday, May 03, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads _ Elite Software L?evelopment, Inc.' Burnsville Heating & A/C Inc Avalon `Bumsw1le, MN 55337 Page 2 i Project Report General Project Information Project Title: Avalon Designed By: Alan Dobson Project Date: Wednesday, April 25, 2012 Project Comment: Client Name: Ron Clark Company Name: Burnsville Heating & A/C Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Bumsville,MN 55337 j Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces West j Daily Temperature Range: Medium 1 Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 I t Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 80% n/a 72 n!a Summer: 88 73 50% 50% 75 35 Total Building Supply CFM: 974 CFM Per Square ft.: - ?0.3fl1 Square ft. of Room Area: 3,234 Square ft. Per Ton: 1,654 Volume (ft3) of Cond. Space: 30,789 _ rte: Building Loads _ 6 Total Heating Required Including Ventilation Air: 49,175 Btuhm 49.175 MBH Total Sensible Gain: 20,781 Btuh 89 % Total Latent Gain: 2,680 Btuh 11 % Total Cooling Required Including Ventilation Air. 23,462 Btuh 1.96 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 loads according to the manufacturer's performance data at your design conditions. l E i i' a \\SBS2011\RedirectedFolders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM Rhvac-Residential & Light Commercial HVAC Loads Elite Software Bumsviile Heating & A/C Inc Bumsville. MN 55337 Pace 3 i. Miscellaneous Report System 1 Main Floor C Out Outdwr , Outdoor ~ lndoo Indoor Gs ui, Input Data *k DP,! Bulb Wet Bulb _ Re_I_ Hum Rei_Hum Dry~bulb Difference Winter: -15 -15.33 80°o J~ ria 72 nia Summer: 88 73 50% 50°! 75 35.17 Du Sizing 13: uts Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. [outside Air Data - ti~ - - Winter Summer Infiltration Specified: 0.320 AC/hr 0.170 AC/hr 119 CFM 63 CFM Infiltration Actual: 0.320 AC/hr 0.170 AC/hr Above Grade Volume: X 22.236 Cu.ft. X 22.236 Cu.ft. 7,116 Cu.ft./hr 3,780 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 119 CFM 63 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 23.20 (0.68 X 0.970 X 35.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr (119 CFM), Construction: Average Summer Infiltration Specified: 0.170 AC/hr (63 CFM), Construction: Average Duct Load Factor Scenarios for System _i Attic Duct Duct Surface t fOM ? No. T e Descnpti n Location i CeilIna § - Leak~e In u)atts~n Area MDD 1 - 1 Supply Ma- in Attic 16B 0.12 6 150 Iao 1 Return Main Attic 16B 0.24 6 56 No ASBS2011\RedirectedFolders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & ArC Inc °'Avalon i i Burnsville, MN Page 11 Total Building Summary Loads - Component - -Area Si Lat Sem Tofa Description - - - _ _ Quan Loss - Gant Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.29, 4.5 114 0 ~ 43T 43 SHGC 0.3 hbt: Glazing-hbt, ground reflectance 0.23, u-value 0.3, 103.5 2,701 0 2,375 2,375 SHGC 0.37 hbt: Glazing-hbt, ground reflectance = 0.23, a-value 0.31, 258.5 6,976 0 8,548 8,548 SHGC 0.35 1A-rv-d: Glazing-Single pane, sliding glass door, 40.8 1,171 0 446 446 reflective, vinyl frame, ground reflectance = 0.23, u- value 0.33, SHGC 0.35 hbt: Glazing-hbt, u-value 0.3, SHGC 0.37 22.5 587 0 866 866 Front Door: Door- 39.4 480 0 133 133 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1864.8 10,547 0 1,611 1,611 cavity, no board insulation, siding finish, wood studs 15A-1 0sfoc-1 0: Wall-Basement, concrete block wall, R- 709.2 2,653 0 0 0 10 foam board to floor, no framing, no interior finish, open core, 10' floor depth 15BO-1Os3-4: Wall-Basement, , R-10 board insulation to 159.2 928 0 0 0 3', no interior finish, 4' floor depth 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1681.8 3,219 0 1,775 1,775 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 20P-10-c: Floor-Over open crawl space or garage, 146.2 1,030 0 95 95 Passive, R-10 board insulation, carpet covering 19A-30p: Floor-Over enclosed unconditioned crawl 130.4 324 0 48 48 space, No Insulation on exposed walls, sealed or vented space, passive, R-30 blanket 21 A-32-v: Floor-Basement, Concrete slab, any thickness, 1552.2 2,701 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 32' wide Subtotals for structure: 33,431 0 15,940 15,940 E People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,732 360 2,167 2,528 Infiltration: Winter CFM: 119, Summer CFM: 63 11,012 1,460 874 2,334 Ventilation: Winter CFM 0, Summer CFM 0 0 0 0 0_ Total Building Load Totals: 49,175 2,680 20,781 23,462 Check Figures - Total Building Supply CFM: 974 CFM Per Square ft.: 0.301 Square ft. of Room Area: 3,234 Square ft. Per Ton: 1,654 Volume (W) of Cond. Space: 30,789 Building Loads - Total Heating Required Including Ventilation Air: 49,175 Btuh 49.175 MBH Total Sensible Gain: 20,781 Btuh 89 % Total Latent Gain: 2,680 Btuh 11 %v Total Cooling Required Including Ventilation Air: 23,462 Btuh 1.96 Tons (Based On Sensible + Latent) Notes ~y Rhvaais 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. i ASBS2011\RedirectedFolders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc Avalon Burnsville MN 55337 - Paae 14 - - [ystem 1 Main Floor Summary Loads rComponent ' r-, Area Son Later . Sen Total Description"' " - _ Quan_ Loss Gain. Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.29, 4.5 114 0 43 43 SHGC 0.3 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 103.5 2,701 0 2,375 2,375 SHGC 0.37 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 258.5 6,976 0 8,548 8,548 SHGC 0.35 1A-rv-d: Glazing-Single pane, sliding glass door, 40.8 1,171 0 446 446 reflective, vinyl frame, ground reflectance = 0.23, u- value 0.33, SHGC 0.35 hbt: Glazing-hbt, u-value 0.3, SHGC 0.37 22.5 587 0 866 866 Front Door: Door- 39.4 480 0 133 133 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1864.8 10,547 0 1,611 1,611 cavity, no board insulation, siding finish, wood studs 15A-1 0sfoc-1 0: Wall-Basement, concrete block wall, R- 709.2 2,653 0 0 0 10 foam board to floor, no framing, no interior finish, open core, 10' floor depth 15BO-1 Os3-4: Wall-Basement, , R-10 board insulation to 159.2 928 0 0 0 3', no interior finish, 4' floor depth 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1681.8 3,219 0 1,775 1,775 Attic Floor (also use for Knee Wails and Partition F Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 20P-10-c: Floor-Over open crawl space or garage, 146.2 1,030 0 95 95 Passive, R-10 board insulation, carpet covering 19A-30p: Floor-Over enclosed unconditioned crawl 130.4 324 0 48 48 space, No insulation on exposed walls, sealed or vented space, passive, R-30 blanket 21 A-32-v: Floor-Basement, Concrete slab, any thickness, 1552.2 2,701 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 32' wide _ Subtotals for structure: 33,431 0 15,940 15,940 People: 2 460 600 1,060 Equipment: ` 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,732 360 " 2,167 2,528 Infiltration: Winter CFM: 119, Summer CFM: 63 11,012 1,460 874 2,334 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Main Floor Load Totals: 49,175 2,680 20,781 23,462 Check Figures Supply CFM: 974 CFM Per Square ft.: 0.301 Square ft. of Room Area: 3,234 Square ft. Per Ton: 1,654 Volume (W) of Cond. Space: 30,789 Sy~stam Loads Total Heatin9R uired Includln9 Ventilation Air. 49,175 Btuh 49.175 MBH Total Sensible Gain: 20,781 Btuh 89 % I Total Latent Gain: 2,680 Btuh 11 % Total Cooling Required Including Ventilation Air: 23,462 Btuh 1.96 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\SBS2011\RedirectedFoiders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc Avalon i Burnsville, MN 55337 - T P e 17 - System 1, Zone 1 Summary Loads (Peak Load Procedure for Rooms Lat, _-Sen Total i Cornporient Area San Description Quan Lass Gain Gain Gain j hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.29, 4.5 114 0 ' 43 43 SHGC 0.3 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 103.5 2,701 0 2,375 2,375 SHGC 0.37 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 142 3,832 0 4,730 4,730 SHGC 0.35 I 1 A-rv-d: Glazing-Single pane, sliding glass door, 40.8 1,171 0 446 446 reflective, vinyl frame, ground reflectance = 0.23, u- value 0.33, SHGC 0.35 hbt: Glazing-hbt, u-value 0.3, SHGC 0.37 22.5 587 0 866 866 Front Door. Door- 39.4 480 0 133 133 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6,stud 1431.3 8,095 0 1,236 1,236 cavity, no board insulation, siding finish, wood studs 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1681.8 3,219 0 1,775 1,775 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 20P-10-c: Floor-Over open crawl space or garage, 146.2 1,030 0 95 95 Passive, R-10 board insulation, carpet covering 19A-30p: Floor-Over enclosed unconditioned crawl 130.4 324 0 48 48 space, No insulation on exposed walls, sealed or vented space, passive, R-30 blanket Subtotals for structure: 21,553 0 13,993 13,993 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 3,191 0 1,613 1,613 Infiltration: WinterCFM: 91, Summer CFM:48 8,417 1,116 668 1,784 System 1, Zone 1 Load Totals: 33,161 1,976 18,074 20,050 ores Check Firms Supply GFM: 847 CFM Per Square ft.: 0.503 Square ft. of Room Area: 1,682 Square ft. Per Ton: 1,007 Volume (W) of Cond. Space: 16,819 Zone Loads Total Heating Required: 33,161 ` Btuh 33.181 MBH Total Sensible Gain: 18,074 Btuh 90 %e Total Latent Gain: 1,976 Btuh 10 %c # Total Cooling Required: 20,050 Btuh 1.67 Tons (Based On Sensible + Latent) Notes 3 p 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. ASBS2011\RedirectedFolders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM `Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. 1 Burnsville Heating & A/C Inc Avalon Burnsville, MN 55337 Page 18.1 system 1, Zone 2 Summary Loads (Peak Load Procedure for Rooms _ Sen - Lat son T Totai jj Component Area a, _Description' Quan ,Loss - Gain Gain _ Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 116.5 3,144 0 3,818 3,818 SHGC 0.35 15A- 1 0sfoc-1 0: Wall-Basement, concrete block wall, R- 709.2 2,653 0 0 0 10 foam board to floor, no framing, no interior finish, open core, 10' floor depth 15BO-1 Os3-4: Wall-Basement, , R-10 board insulation to 159.2 928 0 0 0 3', no interior finish, 4' floor depth 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 433.5 2,452 0 375 375 cavity, no board insulation, siding finish, wood studs 21 A-32-v: Floor-Basement, Concrete slab, any thickness, 1552.2 2,701 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 32' wide Subtotals for structure: 11,878 0 5,448 5,448 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,541 0 554 554 Infiltration: Winter CFM: 28, Summer CFM: 15 2,595 344 206 550 System 1, Zone 2 Load Totals: 16,014 344 6,208 6,552 Check Figures - , Supply CFM: 291 CFM Per Square ft.: 0.187 Square ft. of Room Area: 1,552 Square ft. Per Ton: 2,842 Volume ft of Cond. Space: 13,970 Zone Loads - - Total Heating Required: 16,014 Btuh 16.014 MBH Total Sensible Gain: 6,208 Btuh 95 % Total Latent Gain: 344 Btuh 5 % Total Cooling Required: 6,552 Btuh 0.55 Tons (Based On Sensible + Latent) Notes - ; Rhvac is an ACCA a pprov ed M anual 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. I \\SBS2011\RedirectedFolders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Developmerd, Inc. Burnsville Heating & A/C Inc Avalon Burnsville, MN 55337 _ Page 351 System 1 Room Load Summary - - - - - g - L f °Htg M in -Run Run ~ Cig Clg Min Act Room Area Sens f Ht Duct Duct Sens at Clg Sys No Name Btuh _ CFM Size _Vel Btuh Btuh E1} . ; CFM CFM. ---Zone 1--- 1 Foyer 51 880 12 1-2 509 237 29 11 11 j 2 Flex 171 4,186 56 1-5 371 1,080 164 51 51 3 Kitchen 323 2,086 28 1-6 443 1,858 76 87 87 4 Dining 137 2,556 34 1-5 546 1,589 74 74 74 5 Sunroom 146 8,896 119 2-7 486 5,547 205 260 260 6 Great Room 195 3,501 47 1-8 465 3,463 94 162 162 7 Master Bedroom 216 4,679 63 1-7 545 3,106 645 146 146 8 Master Bath 134, 1,499 20 1-2 644 300 66 14 14 i 9 Laun 309 4,878 65 1-4 480 894 623 4210 42 Zone 1 subtotal 1,682 33,161 444 18,074 1,976 847 847 ---Zone 2--- 10 Basement _ 1,552 16,014 214 1-10 533 6,208 344 291 291 Zone 2 subtotal 1,552 16,014......`.----- T _ _~o_-~_ W ...._.~..-T 214 . 6,208 344 291 291 Duct Latent 360 I System i total 3,234 49,175 658 20,781 2,680 974 974 _ . ............._...a System 1 Main Trunk Size: 11x16 in. Velocity: 797 Umin Loss per 100 ft.: 0.098 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains - s ` at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. Cooling System Summ~a~ T Cooling Sensible/Latent- Sensible Latent - _ Total Tons S lit Btuh_ Btu Btdh Net Required: 1.96 - - - 89%/111/1. 20,781 2,680 23,462 i i i l; ASBS2011\RedirectedFolders ...\Ron Clark Avalon.rhv Thursday, May 03, 2012, 3:38 PM r 2012 BAM Top of Foundation Wall Support Guide Scope of Work These drawings are an illustrative representation of an alternative option to the information contained in the 2006 International Residential Code (IRC) section 404.1, as adopted by the 2007 Minnesota State Building Code. These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2012. The drawings are to only be used by the Builder's Association of Minnesota (BAM) and its members. Refer to BAM's website for the most current version of these drawings. These drawings are to be provided to the building inspection department as part of the permit package. Index S1 -Scope, Index, and Certification S2 - General Notes S3 Standard Bearing Wall Detail S4 - Standard Non-Bearing Wall Joist Blocking Detail S5 - Bottom Chord Bearing Truss Non-Bearing Wall Detail S6 - Top Chord Bearing Truss Non-Bearing Wall Detail Materials: Concrete: Minimum 28 day compressive strength (F'c) of 3000 psi Masonry: Minimum 28 day prism strength (F'm) of 1500 psi Backfill Soil: Sand - 30 psf/ft effective lateral pressure Sandy Clay - 45 psf/ft effective lateral pressure Clay - 60 psf/ft effective lateral pressure Site Address: 1 hereby certify that this plan was prepared by me and that I am a duly licensed professional Street: engineer under the laws of the state of Minnesota. City: State: Zip: Craig Oswell, PE (MN #42341) 1/31/2012 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Project Name: 2012 BAM Top of Foundation Support Guide Minneapolis, MN 55413W Description: Scope of Work, Index, and Certification Phone: 612-720-4639 t Project # 12.002 Fax: 612-886-2966 ' www.oswellec.com Client Name: Builder's Association of Minnesota (BAM) Page S1 of S6~ w i Genera Notes: 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place. 2. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale. 3. Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. 4. Sill plates may overhang the foundation wall a maximum of 1.5" provided all noted clearances are met. 5. Use of multiple sill plates is not allowed unless specifically noted. 6. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R319.3, exception 1. 7. Anchor bolts may be substituted with 112" diameter threaded rod epoxy grouted at same spacing with 7" embed. 8. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations. 9. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. 10. This packet applies to traditional floor joists, I -joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. 11. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor. 12. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2" diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor. TOP OF WALL ANCHOR SPACING TABLE Alternative to 1RC Table R404.1(2) CLEAR BACKFILL SOIL TYPE HEIGHT (Top HEIGHT SAND SANDY CLAY CLAY of Slab to Top ABOVE ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE of Wall) SLAB BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR* T-6" 72" 48" 72" 24" 48" 16" 8'-0" or less 6'-6" 72" 72" 72" 48 72" 32" 5'-6" or less 72" 72" 72 72 72" 72" 8'-6" 72" 36" 48" 16" 32" 8" 91-0" 7'-6" 72" 64" 72" 32" 56" 16" 6'-6" or less 72" 72" 72" - 64 72" 32 9'-6.. 64" 24" 40" 16" 24" 8„ 101-0" 8--6'- 72" 40" 56" 24" 40" 16" 7'-6" or less 72" 72" 72" 32" 64" 24" * = see note 12 above for alternate anchor options Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Project Name: 2012 BAM Top of Foundation Support Guide Minneapolis, MN 55413 Description: General Notes Phone: 612-720-4639 Project # 12.002 Fax; 612-886-2966 Client Name: Builder's Association of Minnesota (BAM) www.oswellec.com Page S2 of S6 1/31/2012 r Wood floor joist,' I joist, or trusses & wall framing by others See table below for connection of each floor 2x6 minimum sill plate w/ 1/2" diameter member to sill plate anchor bolts wl 7" minimum embed & 2 wide x 1/8" thick square or round 46 countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance 6" Min between edge of both wall and sill plate Foundation wall per Code by is to be 2.5") others (clear height is measured from top of basement slab to top of foundation wall) TYPICAL TOP OF FOUNDATION WALL DETAIL FLOOR MEMBER TO SILL PLATE CONNECTION TABLE Alternate to IRC Table R404.1(1) CLEAR BACKFILL TYPE HEIGHT FLOOR CONNECTION (Top of Slab MEMBER SAND SAN Y CLAY CLASS DESCRIPTION to Top of SPACING (weakest to Wall) strongest) 16" A (note 5) A (note 7) C (3)0.131" diameter x 3" long 8'-0ss or 19.2" A (note 6) B C A toe/top nails 24" A (note 7) C C B (3)0.148" diameter x 3" long 16" A (note 7) C C toe/top nails 9'-0" 19.2" A (note 7) C D C USP LJC or USP MPA1/Simpson 24" B' C D A35 (see note 4) 16 B C D Simpson FWAZ, USP LJQ, or (2) 101-0" 19.2" B D D D LISP MPA1/Simpson A35 (see 24" C D p notes 2 & 3) Notes: 1. Simpson FWAZ requires 1.125" minimum OSB rim and must be located within 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided. 2. LISP LJQ must be sized appropriately for the actual floor member width. 3. Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used. 4. Connection C may be installed at every other floor member if the number of anchors is doubled. 5. As an alternative, connection C may be installed at every fourth floor member. 6. As an alternative, connection C may be installed at every third floor member. 7. As an alternative, connection C may be installed at every other floor member. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Project Name: 2012 BAM Top of Foundation Support Guide Minneapolis, MN 55413 „ Description: Typical Bearing Wall Detail Phone: 612-720-4639 ' B3 Project # 12.002 Fax: 612-886-2966 Client Name: Builder's Association of Minnesota (BAM) www.oswellec.com Page S3 of S6 E 1/31/2012 Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spaced Wall framing, joists, & structural rim by others See note 4 for spacers as required Use Class D connection from S3 for blocking to sill s, 2x6 minimum sill plate w/ 1/2 diameter anchor bolts w/ 7" Install full height 2x or I joist' minimum embed & 2" wide x 1/8" blocking as required to thick square or round achieve the nailing noted countersunk flush washers or (minimum of two spaces), alternative anchor (see table on spaces used do not need to S2 for spacing) (Anchor bolt be next to each other if clearance between edge of both spaces between are blocked wall and sill plate is to be 2.5") per note 4 JOISTBLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) Notes 1. Floor sheathing is to be 314" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131 diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. Full height blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Project Name: 2012 BAM Top of Foundation Support Guide Minneapolis, MN 55413' w i Description: Standard Non-Bearing Wall Joist Blocking Detail Phone: 612-720-4639 Project # 12.002 Fax: 612-886-2966 www.oswellec.com } Client Name: Builder's Association of Minnesota (BAM) Page S4 of S6 1131/2012 Nail the floor sheathing to the blocking w/ at least (12) 0.131 diameter x 3" long nails evenly spaced Wall framing, trusses, & structural rim by others See note 4 for spacers as required • r • ;g Al Use Class D connection from S3 for blocking to sill Install 2x4 minimum flat t blocking between trusses as required to achieve the nailing 2x6 minimum sill plate w/ 1/2" noted (minimum of two spaces), diameter anchor bolts w/ 7" spaces used do not need to be minimum embed & 2" wide x next to each other if spaces 1/8" thick square or round between are blocked per note 4 countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt Install 3/4" minimum thick OSB/plywood to clearance between edge of both one side of 2x4 blocking w/ (6)0.131" wall and sill plate is to be 2.5") diameter x 3" long nails top & bottom OR 1/2" minimum thick OSB/plywood to each side w/ (4)0.131" diameter x 3" long nails top & bottom BOTTOM CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) Notes. 1. Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. OSB/plywood blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Project Name: 2012 BAM Top of Foundation Support Guide Minneapolis, MN 55413 i Description: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail Phone: 612-720-4639 Project # 12.002 Fax: 612-886-2966 Client Name: Builder's Association of Minnesota (BAM) www.oswellee.com Page S5 of S6 1/31/2012 Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spaced Wail framing, trusses, & structural rim by others _/Additional sill plates as s' required by others to match truss top chord depth 2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x Install 2x4 minimum flat 1/8" thick square or round blocking between trusses as countersunk flush washers or required to achieve the nailing alternative anchor (see table on I' noted (minimum of second S2 for spacing) (Anchor bolt space) clearance between edge of both wall and sill plate is to be Install treated double 2x blocking ripped to 2.5") fit height of sill plates in first bay TOP CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) Notes 1. Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131 diameter x 3" long nails at 6" o.c. at all panel edgesiperimeter and 12 o.c. at all intermediate supports or an approved equivalent. 2. Toe nail blocking members in place as required for stabiity. 3. All nails are to be spaced in members such that splitting does not occur. 4. Foundation wall is to be per Code by others. Oswell Engineering and Consulting, L.L.C. 1801 E Hennepin Ave, #201+ Project Name: 2012 BAM Top of Foundation Support Guide Minneapolis, MN 55413 Description: Non-Bearing Wail Top Chord Bearing Truss Blocking Detail Phone: 612-720-4639 Project # 12.002 Fax: 612-886-2866 ,lb ti Client Name: Builder's Association of Minnesota (BAM) www.oswellec.com Page S6 of S6 1/31/2012 2012 Standardized Concrete Foundation Drawings Scope of Work: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints, and all other non- structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2012. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. Index: S1 - Scope, Index, and Certification S2 - General Notes S3 - Step Footing Detail S4 - Frost Wall Detail S5 - Lookout Wall Detail S6 - Full Height Wall Detail Materials: Reinforcing Steel: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and larger li Reber Substitution Notes: 1. Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing., Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi Backfill Soil: Sand - 30 psf/ft effective lateral pressure Sandy Clay (SC) - 45 psf/ft effective lateral pressure Clay - 60 psf/ft effective lateral pressure hereby certify that this plan, specification, or Site Address: report was prepared by me or under my direct supervision and that I am a duly licensed Street: professional engineer under the laws of the state of Minnesota. City: State: MN Zip: Craig Oswell, PE (MN #42341) 4/10/2012 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201,, y 4`' q Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 k Description: Scope of Work, Index, and Certification Phone: 612-720-4639 Project # 11.072 Fax: 612-886-2966 Ws~- T T_ Client Name: Ron Clark Design and Construction www.oswellec.com F p: ~ Client Address: 7500 West 78th Street, Edina, MN 55439 Page S1 of S6 General Notes: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. Maximum tolerance is 1/2". 2. Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall. 3. Place matching hooks around all wall corners and intersections for each horizontal bar. 4. Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided. 5. Bar laps when required are to be at least 32 diameters for grade 40 bars and 48 diameters for grade 60 bars. 6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. 9. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R319.3 exception 1. 10. Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place. Cold Weather Guidelines: The following information is considered to be general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that.the fihal in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperature" below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is adviced. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground snow, or ice. 6. Preheating of rebar is not required, however it is to be free of frost, snow, and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, 8201 _ Project Name: 2012 Standardized Concrete. Foundation Drawings Minneapolis, MN 55413 rn Description: General Notes Phone: 612-720-4639" Project # 11.072 Fax: 612-886-2966 x . Client Name: Ron Clark Design and Construction www.oswellec.com Client Address: 7500 West 78th Street, Edina, MN 55439 Page S2 of S6,?„'„_ 4/10/2012 s Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step 6'-0" maximum step (beam section) Optional control joint each end of beam section by others I (2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section { Maximum a pPlied actual ' c I load- - 4000 pIf uniform or ` . 6 mini 'mum thick cast-in-place 12 000: ound concrete foundation wall I: . concentrated L N HIGH FOOTING High footing should be placed at 1- to-1 (45 degree) line, if footing is closer to step than this line, place ~ r b LOW FOOTING ear as if it was at this line as ' . ~ shown i FOOTING STEP DETAIL Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201,_=:" Project Name: 2012 Standardized Foundation Drawings Minneapolis, MN 55413 -*X Description: Step Footing Detail Phone: 612-720-4639 Protect # 11.072 Fax: 612-886-2968 by Client Name: Ron Clark Design and Construction www.oswellec.com Client Address: 7500 West 78th Street, Edina, MN 55439 Page S3 of S6 z a~':~. K 4/10/2012 Wail framing by others Sill plate by others w/ 112" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors pi I'IpP,I Maximum stem height is 12" (width to match sill plate) L 6" Min 6" minimum thick cast-in- - place concrete wall w/ slab ledge (1)#4 continuous horizontal optional V bar w/in 18" of top of wall Provide frost protection per Code #4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed (dowels are not required if wall 8" minimum thick is back-filled in equal unreinforced concrete strip alternating lifts not exceeding footing, required width to be E determined per Code by 24" in height) others WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height may be up to 36" provided the wall is at least 8" thick Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 rte`` dpi r, Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolis MN 55413 Description: Frost Wall Detail Phone: 612-720-4639. Project# 11.072 Fax: 612-886-2966 Client Name: Ron Clark Design and Construction www.oswellec.com-' Client Address: 7500 West 78th Street, Edina, MN 55439 Page S4 of S6 4/10/2012 Sill plate by others w/ 112 Wall framing by others diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors uP ` ralir 6" Min 6" minimum thick cast-in- place concrete lookout (1)#4 continuous horizontal wall x • - bar w/in 18" of top of wall 5o Footing elevation may vary in III below slab, provide frost protection per Code #4 x 2'-0" long centered dowels w/ 5" minimum 8" thick x 18" wide minimum embed wet set or epoxy unreinforced concrete strip grouted in place footing (16" wide minimum for maximum unbalanced 6" wall spacinsL grade of 2'-6" or less), larger 36" o.c. max for sand, footing width may be 30" o.c. max for SC & required for specific soil 24" o.c. max for clay bearing conditions to be determined per Code by 8"+ wall spacing; others 48" o.c. max for sand, LOOKOUT WALL DETAIL 42" o.c. max for SC, & 36" o.c. max for clay Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #209'. -'rts Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Description: Lookout Wall Detail Phone: 612-720-4639 Project # 11.072 Fax: 612-886-2966 r Client Name: Ron Clark Design and Construction vdww.oswellec.com. Client Address: 7500 West 78th Street, Edina, MN 55439 Page S5 of S6 4/10/2012 s Wood floor & wall framing by others Connection of floor members to sill plate to 2x6 minimum sill plate w/ 1/2" diameter be per Code by others anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 6" Min 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge J provided the stem wall formed is at least 6" thick & no more than 16" high Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" ec~~ clear, & (4) @ 10'-0" clear, At - contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 U continuous horizontal bars are placed in the footing Cast-in-place concrete foundation wall w/ #6 or #4 x 2'-0" long dowels @ 72" o.c. max w/ equivalent vertical bars 5" minimum embed placed 1.5" from inside face, see table below for spacing 8" minimum thick unreinforced concrete strip footing, required width to be determined per Code by others Footing elevation may vary below slab BASEMENT WALL DETAIL Clear Height and Soil Type Table Notes: Nominal 8- 9. 10' (1) = Unreinforced if concrete is 4000 psi or if Wall clear height is 4" less Thickness Sand SC Clay Sand SC Clay Sand SC Clay Vertical Rebar Spacing (2) = Unreinforced if concrete is 5000 psi or if NA NA .36"(1) NA LNA 36" 36"(1) 36" 24" clear height is 4" less 10" NA NA NA NA 36"(1) NA 36"(1) 36 12" NA NA NA NA NA NA NA NA Allowed alternate anchors are: Sill Anchor Spacing MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter Bolts 72" 72" 48" 72" 48" 36" . 60" 36" 24° expansion bolts w/ 6" min embed (install in accordance with the manufacturer's Alternate 48 24" 18" 36" 18" 12" 24" 1 12" 8" recommendations) Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolls, MN 55413 r- Description: Full Height Wall Detail Phone: 612-720-4639,; i' Project # 11.072 Fax: 612-886-2966; ` * Client Name: Ron Clark Design and Construction www.oswellec.com Client Address: 7500 West 78th Street, Edina, MN 55439 page S6 of S6 4/10/2012 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION / T PROPERTY LEGAL: I~~ _[r~~~► t t n~7~ DATE OF SURVEY: jlz IZ, LATEST REVISION: Cz -75 o z a DOCUMENT STANDARDS _Jy ❑ ❑ • Registered Land Surveyor signature and company -0 0 ❑ • Building Permit Applicant -'K ❑ ❑ • Legal description p ❑ • Address ,fd° ❑ ❑ • North arrow and scale ❑ 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 0 ❑ • Directional drainage arrows with slope/gradient % ❑ 0 • Proposed/existing sewer and water services & invert elevation 0 ❑ • Street name 0 ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) 0 0 • Lot Square Footage p~ ❑ ❑ • Lot Coverage J ELEVATIONS Existing ❑ 0 • Property corners 0 0 Top of curb at the driveway and property line extensions ❑ X ❑ • Elevations of any existing adjacent homes 0 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ . Waterways (pond, stream, etc.) Proposed 0 0 0 • Garage floor 0 0 ❑ • Basement floor 0 ❑ ❑ • Lowest exposed elevation (walkout/window) 0 0 • Property corners ❑ ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 0 • Easement line 0 X ❑ NWL ❑ 0 • HWL ❑ ❑ • Pond # designation ❑ 0 • Emergency Overflow Elevation ❑ 0 • Pond/Wetland buffer delineation Y Shoreland Zoning Overlay District Y L Conservation Easements DIMENSIONS ~0' ❑ 0 Lot lines/Bearings & dimensions C/ ❑ 0 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 ❑ 0 • Retaining wall requirements: Reviewed By: Date GIFORMS/Building Permit Application Rev. 11-26-04 Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN 952.8 Denotes Existing Elevation 1~7 Job # B1601.10-121 Book/Page: 263Z7 5 981.5 Denotes Proposed Elevation lv Scale: 1"=20' Date: 04/11/12 -0' Denotes Surface Drainage HOUSE TYPE: TOWNHOUSE FULL BASEMENT WALKOUT o Denotes 1/2" iron pipe set PROPOSED HOUSE ELEVATIONS: • Denotes 1/2" iron pipe found. GARAGE FLOOR ELEVATION = 891.0 TOP OF FOUNDATION ELEV = 891.3 LOWEST FLOOR ELEVATLON = 882.64 TREE PRESERVATION AREA I V lrn-tt":'t1.im IC rS' h , ►li ig Wail Will 9 880.4 S89°41'44"E 6, 106.0 ,;,equired 53.00 53.00 10 10 S~OPOSEO s~9 ALL 892A AL U-) ~W I 8 E ® 29 - ISTING STO so co ° L6 s~ - 8 EX l M e 887.3 888.2 ~89R 1` 4. PROPOSED N I - - - 883.7 0~` - 884.3 884.6 \ ~1- RET. WALL 10 DECK f _ PROPOSED 88 N ABOVE+ 1 884.6 0 DECK PORCH A I_ ` 1U) ABOVE I ABOVE 1 t RET. WALL 88, 8,r 88 6 1 0"5('.q 3 15.83 885. I 8 100 885.6 1 0 CN i 8eA9 0 2 3 2 0 1 w s 12.2 5 eAO 15.33 O ;y~ 1 s$e Q 15. QO oNC. (09.92 12.63 M 11.04 ~~A4.00 rn -PATIO - #3577 3575 IN ° J tlN $ 2.0 _ # ~a Lot Area: 6630 S. F. o O 88 Coverage: 2211 S.F. 0) Lot Area: 6610 S.F. N a- z I N 2.3 R2 Coverage: 2356 S.F. of w Ile, N o a_ ~ 8s6. L PROPOSED BUILDING t m 886.2 886.2 J Q 14 - ; 03 890.0 N 890.0 a- Lri -I 1 18.38 N 8e a O N C;~p1~lTR ~s o (0 R~ Q g PORCH i ~,0 o 1 Q _ _ ti 00 890.8 0 Z w 890.8 CD Q C° < Q Z Z 0 Of Q N O (7 O 8y 10 00 co 00 .06 ~Q ° ion - - - 54_62 21.04 19.00 $ 32.38 11b - - - 32.38 - 01Q -N I FT. 890.8 s9 p 890.8 1 FT. O 11 CANT. O .0 CANT. ~A O • ~ cp x I uq fn ~I I - c0 a ~ 88Q O a o e 1100, 8 I N89053'33"E , A s 106.00 6yq-T'EL $6. POST STEEL POST Q IDE AND AIII~TAIN Vr ERD 879.5 PRD sArv:S LE PROTEC 'I UNTIL FL 8 3 Ln I LEMIEUX CIRCLE °'Lo°tS 13 and 14, Block 1, PEARLMONT HEIGHTS, Dakota County, MN I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Oliver Surveying & Engineering, Inc. '~2-j Oliver Surveying & Engineering, Inc. By: Rick. M. Blom, LS Land Surveying •Civil Engineering •Land Planning License No. 21729 580 Dodge Ave. Elk River, MN 55330. 763.441.2072 fac. 763.441.5665 www.oliver-se.com Date: 04/12/2012 City of Eapn Address: 3575 Lemieux Cir Zip: 55123 Permit #: 104124 The following items were / were not completed at the Final Inspection on: .30/ /0/Z 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 L Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: Add G:\Building Inspections\FORMS\Checklists 411' City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675, Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: ( l u $fi Permit Fee: Date Received: Staff. (_ 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 8 /2.1 / Site Address: �1 �j �..' ►'i�� �;( ��( �I Fu Unit #: Name: .J Colail4.14 Caul Sr. 01E51614J Phone:152.141' .3v38 Address / City / Applicant is: irOwner Contractor Description of work: Construction Cost: $ , 4200 Company: S46.6`#1 ,*r i 1A. 1 fl i Atai I'Cc,0svr Multi -Family Building: (Yes ' / No ) Contact: Address: City: State: Zip: Phone: License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) ,ij/l.i 1? ,to COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes /No If yes, date and address of master plan: Licensed Plumber:' Mechanical Contractor: 150`�.;.„. SV110,1,..:E 14 ,,4111..1,4 Sewer & Water Contractor: Oi-2. laps anal supporting documents that rou submri are co lideretltto be pub%ic mformat�on Phone:152..44 .1. 2. Phone: l' 24 t 4. ©Q G5 Phone: Gs r; sss.,'.£ tk+^ w f.:. - -r 3 [''�x.e3 � - s, "r p c.: C'�, .rca, ,- ,x7 x. .: u^ e information may be_classified gas neon pubhcif�you provial spec tic reasons that would oer r conclude that they_,are trade secrets:. ionso CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.ora 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— 7(117416.,.JIIG Applicant's Printed Name is igna ure Page 1 of 3 351 5 Le vn Teu\L (- 'ale DO NOT WRITE BELOW THIS LINE 11301% SUB TYPES Foundation _ Fireplace Single Family _ Garage _ Multi _ Deck 01 of _ Plex ,;`C Lower Level Accessory Building Porch (3 -Season) _ Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) _ Pool WORK TYPES New _ Interior Improvement _ Addition _ Move Building Alteration _ Fire Repair Replace Repair Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% /4 Census Code # of Units # of Buildings H.11/ 1 Type of Construction 7)3 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water _Final ve Framing Fireplace: Rough In Air Test iy Insulation Sheathing Sheetrock Reviewed By: Occupancy Code Edition Zoning Stories Square Feet Length Width Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 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 Meter Size: Final / C.O. Required if 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 Retaining Wall: Footings _ Backfill Radon Control Erosion Control , Building Inspector Final Brick Final Page 2 of 3 Use BLUE or BLACK Ink 1 For Office Use 1 I G I Ciq of Eap j Permit , i ?G~ J a j I Permit Fee. y ✓ • rJ 3830 Pilot Knob Road ! i Eagan MN 55122 1 Date Received: Phone: (651) 675-5675 1 Staff ! Fax: (651) 675-5694 1 1 -----------_.----J Q 2©13 RESIDENTIAL BUILDING PERMIT APPLICATION 7 Unit # Date: - \ Site Address: 7 S - 3 7 ` 9 S-7 -9-4 - ,3o Name: ~C.~ I ykg'zy ~ 1XZ%V'r2 kA.V"4, owl-w kA Phone: Resident/ Owner Address / City I Zip: Applicant is- Owner Contractor La.~- Type of Work Description of work- o0 Construction Cost 3 5--l-C) Multi-Family Building: (Yes /No Company: l Contact o•+~ C' Address: ! 1 ~.C7 0 S nr ~fk~~-~'r t- b Ito, J Al, City: LO-k t L ~ Y'1.0 Contractor _ (PS-) State: ~ Zip: J J~ ~ Phone: r -7 7 7 ` '7.3 1 License *9c- 1 Lead Certificate - 3X-1 the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer $ Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of~ r the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 454-d002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.got3herstateonecall.ora I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and odes 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 f&~V\ S-~`rbV, kz r,-L- r Applicant's Printed Name Applicants Signature Page 1 of 3 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA120441 Date Issued:02/11/2014 Permit Category:ePermit Site Address: 3575 Lemieux Cir Lot:13 Block: 01 Addition: Pearlmont Heights PID:10-56950-01-130 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Chad Bettin 3208 First Street South Waite Park, MN 56387 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Judy Ann Julian 3575 Lemieux Cir Eagan MN 55122 (703) 909-3812 Ecowater Systems P.O. Box 428 Waite Park MN 56387 (320) 251-2505 Applicant/Permitee: Signature Issued By: Signature