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702 Marsh Ct 6L /a/ 'T d 'd~ Use BLUE or BLACK Ink / (!J/ , lip r b For Office Use III Permit JlJ City of Eapv - - - - - - - - - - - - - 1 Permit Fee: ~dr l~ 3830 Pilot Knob Road t~- t Date Received: Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675 694u E3;1Staff: ` k y`7 '2 2 1 - 2 12 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: ~V 1 i Yl (Our Unit Name:~~~ ~UYY1S U-L- Phone: RESIDENT / ~ OWNER Address / City / Zip: rt -T Ci A5 50*214 Applicant is: -X- Owner Contractors TYPE OF WORK Description of work: Construction Cost: (00/ D 0 D Q i Multi-Family Building: (Yes No ) Company: f~rYl) ~ i LLC Contact: - ILI0 CONTRACTOR Address: -City: C(r rn 1 _q J State: Zip: C) Phone: Pa-1 Q n n License OL4 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based ona^master plan? ZYes _No If yes, date and address of master plan: a , vh 4 V ~ Licensed Plumber: I ' I V 0 V\J " Phone: I i4~ Mechanical Contractor: Y mV jPhone: ~p G Sewer & Water Contractor: o vi Phone: f -3 c p 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aor)herstateonecall.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 wilding Code must be completed within 180 days of permit issuance. x I V 0 Vl x Applicant's Printed Name Appli ant's Signature Page 1 of 3 s ' « Y ifipp 1 j DO NOT WRITE BELOW THIS LINE O6`7 SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair _ Windows _ Demolish Foundation Replace Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation ~}Q a a Occupancy C - 2 MCES System Plan Review Code Edition Gay? SAC Units / (25%_ 100% Zoning I City Water ~S Census Code y3 Stories Booster Pump # of Units / Square Feet PRV Ala # of Buildings / Length y7" y " Fire Sprinklers N'a Type of Construction 23 Width 0 J-O REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final./ No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -ice & Water Final Pool: Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace: -JERough In Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEE L ?dal ' @ 4a G G 7.1 y= Base Fee 19 (<M rin Z k9 ~G S.~ /U 8 Surcharge Sr1,4A oy7 4' eJ 94 Z3 C~L/~ -7 i Plan Review # ~g q 2~ " 1 y ! 3 MCES SAC0 10 City SAC ~,y l,~~ G 93 l~IG~ -3 1G, 39G 77 Utility Connection Charge S&W Permit & Surcharge f 6jy.✓T j~G~ N 0~0~ k~ P' ~a Treatment Plant Wa Copies ,Z~ TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate 10674-17 Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit City 702 Marsh Ct Eagan Name of Residential Contractor MN License Number Eternity Homes 20638704 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) o lu active ( li"ith fun egad mortometer or _ other system monaoring kvice ) cC U ~ ~ y L ~ G O Y U11 U yC U y Q Ln vUi C a U ° w o o Z W Insulation Location o pi 2u p Y c v E c H Z w w w° w° a! c4 Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X interior Perimeter of Slab on Grade X Rim Joist (Foundation) R-14 X interior Rim .Joist (1" Floor+) X Interior Wall R-19 X Ceiling. flat R-44 X Ccilmg,vaulled R-44 X Bay Windows or cantilevered areas R-30 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: 0.28 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.22 7 X 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 r1+~ R-41 OA Passive Manufacturer Bryant Bryant Powered Interlocked with exhaust device. Model 912SA480BOS17 CA13030 Describe: Input in 80,000 Capacity in output in 2.5 Other, describe: Rating or Size BTUS: 64v~ ons: Tons: Heat Lois 53,886 1-lent 17.544 Location of duct or system: Structure's Calculated Gain: AFUE or 92% SEER: 13 HSPF% Calculated 21,590 Efficiency cooling load 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 Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive 6" Flex Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfrls: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: 110 Basement Location of fan(s), describe: Main Bath Cfrn's Capacity continuous ventilation rate in cfms: 110 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 190 " metal duct Created by BAM version 052009 Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337 Phone 952-894-0005 - Fax 952-894-0925 - Web www.burnsvilleheating.com Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 702 Marsh Ct Date Contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including 3072 Total required ventilation 145 Basement-finished or unfinished) Number of bedrooms 4 Continuous ventilation 73 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 Total/ Total/ Total/ Total/ Total/ Total/ space (in sq. 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 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 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 ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or 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 continuous 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:\SAFETY\1K\Vent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method (choose either balanced or exhaust only) ❑ Balanced, HRV(Heat Recovery Ventilator) or ERV (Energy ® Exhaust only Recovery Ventilator) - cfm of unit in low must not exceed Continuous fan rating in cfm continuous ventilation rating by more than 100% Low cfm: High cfm: Continuous fans rating in dm (capacity 110 must not exceed continuous ventilation rating by more than 100%) Directions - Choose the method of ventilation, balanced or exhausts only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Bath Fan Master Bath 80 Bath Fan Main Bath 110 Directions- The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm. Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Dedicated Circut 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 501.3.1) Interlocked with exhaust device (determined from calculations from Table 501.3.1) Other, describe: ation of duct or system ventilation make-up air: Determined from make-up air opening table NR cfm Size and type (round, rectangular, flex or rigid) 21age 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 required 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 AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple One or multiple fan- One atmospherically Multiple power assisted vent atmospherically vent or direct vent appliances and gas or oil appliance vented gas or oil appliances power vent or direct or appliances or solid or no combustion vent one solid fuel fuel appliances appliances appliance appliances Column A Column B Column C Column D 1. 0.15 0.09 0.06 0.03 a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including 3072 unfinished basements) Estimated House Infiltration (cfm): [1a 460.8 x 1b] 2. Exhaust Capacity 110 a) continuous exhaust-only ventilation system (cfm); (not applicable to balanced 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 or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating Not (cfm); bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm); 245 [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) 245 a) total exhaust capacity (from above) b) estimated house infiltration (from 460.8 above) Makeup Air Quantity (cfm); 215.8 [3a -3b] (if value is negative, no makeup air is 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.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also 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 1 Page Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple One or multiple One atmospherically Multiple power fanassisted vented gas or oil atmospherically vent, direct vent appliances and appliance vented gas or oil appliances, power vent or direct or one solid fuel appliances Duct diameter or no combustion vent appliances appliance or solid fuel appliances appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67 -109 42 - 66 29 - 46 18 - 28 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 9 w/motorized damper Passive opening 420- 539 259- 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 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 dud allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type 4" smooth or 5" Flex Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power ventedor atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustionair 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/Boiler: -Draft Hood -Fan Assisted or Power Vent _X_Direct Vent Input:_80000 BTU/HR Water Heater: -Draft Hood _X-Fan Assisted or Power Vent -Direct Vent Input:_40000 BTU/HR Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. ?~d✓tf)G The CAS includes all spaces connected to one another by code compliant openings. CAS Volume: _441 ft LxWxH L W H • Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/Hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input:_40000 Btu/Hr Use Fan-Assisted Appliances column in Table E-1 to find RFVA:_3000 ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Input: 0 Btu/Hr Use Natural draft Appliances column in Table E-1 to find RVNFA:_none ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV=_3000 + none - = 3000 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 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 = 441 / 3000 =.1 Step 6: Calculate Reduction Factor (RF). RF= 1 minus Ratio RF = 1- .14 =.86 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: 40000 Btu/Hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 40000 /3000 Btu/hr per in 13.33 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 13.33 x .86 = in11.46 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 V Minimum CAOA = 3.82 in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft Input Rating Standard Method 1994 to present Pre-1994 1994 to present Pre-1994 (Btu/hr) 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 22,525 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 l Page 3 The Birmingham IlAC Lead Calculations for f Eternity Homes i i 3 v~ ~ Z 1 E $IoB,N''nAL s f E I 1 s Prepared By: Alan Dobson Burnsville Heating & A/C Inc. 3451w Burnsville Pkwy, Suite 120 Bumsville,MN 55337 952-894-0005 Monday, July 30, 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 HYAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc ® The Birmingham Burnsville, MN 55337 Page 2 Project Report General Proje ct Information Project Title: The Birmingham Designed By: Alan Dobson Project Date: Tuesday, June 26, 2012 Project Comment: Client Name: Eternity Homes Company Name: Burnsville Heating & A/C Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Bumsville,MN 55337 Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: Desicn Data - Reference City: Minneapolis, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium 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 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 Check Figures Total Building Supply CFM: 757 CFM Per Square ft.: 0.246 Square ft. of Room Area: 3,072 Square ft. Per Ton: 1,707 Volume (W) of Cond. Space: 28,671 Building Loads - iotai Heating Required Including Ventilation Air: 53,886 Btuh~ 53.886 MBH Total Sensible Gain: uh 81 % Total Latent Gain: 4,046 Btuh 19 % Total Cooling Required Including Ventilation Air: 21,590 u 1.80 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. f 1\SBS2011\RedirectedFolders ...\NJJ The Birmingham.rhv Monday, July 30, 2012, 2:04 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc The Birmingham Burnsville, MN 55337 Page 3~ Miscellaneous Renort System i Main Floor Outdoor Outdoor ~ Outdoor Indoor Indoor Grains Input Data Dry Bulb ~ Wet Bulb R I.Hum Rei.Hum Dr~; Bulb Difference Winter: :15' -15.33 8094 n/a 72 n/a Summer: 88 73 50% 50010 75 35 17 Duct 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 ftJmin Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. ;)utside Air Data Winter Summer - Infiltration Specified: 0.370 AC/hr 0.190 AC/hr 141 CFM 72 CFM Infiltration Actual: 0.260 AC/hr 0.000 AC/hr Above Grade Volume: X 22,811 Cu.ft. X 22,811 Cu.ft. 5,936 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 99 CFM 0 CFM Total Building Ventilation: 100 CFM 100 CFM F ---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: 0.370 AC/hr (141 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr (72 CFM), Construction: Average b uct Load Factor Sconarics for -.tern 1 Attic Duct F'u(" Surface From ' o T,,,;~e Descri-,tion Location Ceilin" Leaka e t S~Ia,:on Area MDD' 1 Supply Main Attic 16B - 0.12 6 150 No 1 Return Main Attic 16B 0.24 6 56 No 3 E I \\SBS2011\RedirectedFolders ...WJJ The Birmingham.rhv Monday, July 30, 2012, 2:04 PM Dealer Information. Customer TRt e IN C Quote F- rr7-, I V F Short Four, 1240 11 TAT STREET NORTH AUG 10 711V QUO FE EXPIRES I N 1) OP, AUK RAPIDS MNI 561379 T 2 X2012 QUOTE DATE A Phone: Pax: Quote Not Ordered BID 13Y Customer Information: Delivery Information. Charlie PRICE BOOK Price Book 2012 CREATED 7;27,'2012 Phone: Fax: Phone: Fax; PK 125 QUOTE 4 STATUS CUSTOMER }'O# DATE PRINTED 338515 Notre " 27 2012 15:28 P\1 CUSTOMER JOB NAME TERMS QUOTE NA-IME l"R0J1"_CT NAME Birnlingham / 702 Marsh Crt l 03915-00035 0181 b.> W. Line # Room Ill Overall RO Overall Frame Price qt Extended 100 LL Family Rm 96" X 48" 95.6" X 47.5" I Next Dimension Pro White End Vent Slider 24-48-2448 Complete Unit LoE 366 IG (Room ID: LL Family Rm)(White BetterVue Screen - Not Applied) Performance Data:(U-Value: 0,28)(SHGG: 0.22)(VT: 0,51)(CR: 61)(AL: 0.19) * Units viewed from exterior, Line# Room ID Overall 120 Overall Frame Price 9 3 Extended l, 200 LL Family Rm 72" X 82" 71.5" X 81.5" Next Dimension Pro White Two Panel Sliding Patio Door 60610 Complete Unit OX LoE 366 IG (Room ID: LL Family Rm)(Tempered Glass)( Standard Handle Set) (White BetterVue Screen - Not Applied) * Units viewed from exterior. Windsor Windows and Doors Quote : 338815 Page 1 of 4 'Line # Room 11? Ovc)-all 110 - Overall Frame Price Qty lUxtende 300 LL'B3 ; )n 60" X 48" 59.5° X 47.5" Next Dimension Pro White Slider 6048 Complete Chit X{0 Lo 366 IG (Room ID: LL Bdrm)(White BetterVue Screen - Not Applied) Performance Data:(U-Value: 0.28)( HGC: 0.22)(VT: 0.61)(CR: 61 )(AL, 0.19) Units vicr;ed from cxterior. Line tt Roum Il+ Overall RO Overall Frame Price 2ty Extended 400 Vtcn 60" X 60" 59.5" X 69.5" uul I ~ - - Next Dimension Pro White Slider 6060 Complete Unit XO LoE 366 IG (Room ID: i Den)(White BetterVue Screen - Not Applied)(White 3/4" Profiled Inner Grille) (Prairie 3W3H/3W3H) Performance Data:(U-Value: 0.28)(SHGG: 0.2)(VT: 0.46) (CR: 61)(AL: 0.19) Units k ie%ti ed front exterior, - - - - Line # Roomy Overall RO Ot erall Frame Price Qty Extended 500 Great room 96" X 60" 95.5" X 59.5"" l Next Dimension Pro White End Vent Slider 24-48-2460 Complete Unit LoE 366 IG (Room ID: Great room)(White BetterVue Screen - Not Applied) Performance Data: (U-Value: 0.28)(SHGC: 0,22)(VT: 0,51)(CR: 61)(AL: 0.19) Units viewed from exterior. Line # Room II Overall RO Overall Frame Price Q#y Extended 600 Dining 72" X 82" 71.5" X 81.5" Next Dimension Pro White Two Panel Sliding Patio Door 60610 Complete Unit XO LoE 366 IG (Room ID: Dining){Tempered Glass)( Standard Handle Set)(White i BetterVue Screen - Not Applied) " E Units vie"v cd !loin exterior. Line # Room ID Overall RO Overall Frame Price 0 Extended 700 Kitchen 36" X 42" 35.5" X 41.5" I I Next Dimension Pro White Slider 3642 Complete Unit XO LoE 366 IG (Room ILO: Kitchen)(White BetterVue Screen - Not Applied) Performance Data:(U-Value: 0.28) i (SHGC:0.22)(VT:0.51)(CR:61)(AL:0.19) I i t i L * Units viewed from exterior. Windsor Windows and Doors Quote : 3,1381-5 Page 2 of 4 i.ine = 160111 11) Overall RO Overall Frame Price QtN Extende(lt 8'00 UL'#,aundry 30" X 36", 29.5" X 3&5" Next Dimension Pro White Slider 3036 Complete Unit XO LoE 356 IG (Roca ICI: UL Laundry)(1 Lack Unit)(White BetterVue Screen Not Applied)(Drawing Number: 024668.1A)(White 3/4" Profiled Inner Grille)(Special 9/9 Lites) Performance Data:(U-Value: 0.28)(SHGC: 0.2)(VT: 0.46)(CR: 61)(AL: 0.19) . Line Item Comments: Note Grille Pattern: 3W3H Prairie Style 29.5 ,x,.30 * Units viewed from cxtcrior. Line # Room ID Ol crall RO Overall Frame Price 94 t xtended 900 M Bedroom 72" X 48" 71.5" X 47.5" uul Next Dimension Pro White Slider 7248 Complete Unit XO LoE 366 IG (Room ICI. M Bedroom)(White BetterVue Screen - Not Applied)(White 3/4" Profiled Inner Grille) t (Prairie 3W3H/3W3H) Performance Data:(U-Value: 0.28)(SHGC: 0.2)(VT: 0.46) l l (CR: 61)(AL: 0.19) Units viev, col from exterior. L ne# Rouen lD OverallRO Overall Fame Price Qty [~!rtentled 1000 Master B; tlt 24" X 42" 23.5" X 41.5" C1' ) Next Dimension Signature White Casement 2442-1 Complete Unit LH LoE 366 IG ' (Room ID: Master Bath)(WVhite BetterVue Screen - Not Applied) Performance Data: 'f (U-Value: 0.27)(SHGC:0.18)(VT:0.42)(CR:63)(AL:0.1) i Units ti ic,, eA from exterior. Line 0 Rohm 1D Oversell RO Overall Franc Price City Extended 1100 Bdrm 2 & 3 60" X 48" 59.5" X 47.5" C 2 P2 t Next Dimension Pro White Slider 6048 Complete Unit XO LoE 366 IG (Room ID: Bdrm 2 & 3)(White BetterVue Screen - Not Applied) Performance Data: (U-Value: s- r7~ 0.28)(SHGC: 0.22)(VT: 0.51)(CR: 61)(AL: 0.19) 1 I * Units viewed from csierior. Line V Room TD Overall 110 Overall Frank Price Qfy_, Extended 1200 None Assigned 2~0 Rec Channel applied Windsor Windows and Doors Quote 33881; Page 3 of 4 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Bumsville Heating & A/C Inc The Birmingham Burnsville, MN 55337 Page 11 Total Building Summanl Loads Component Area Senn Lat Sea_ _ Total' Description Quan Loss Gain Gabe Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 52.5 1,279 0 1,061 1,061 SHGC 0.2 hbt: ar g-hbt, ground reflectance = 0.23, u-value 0.28, 120 2,924 0 2,844 2,844 SHG___ C O,Z2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 20 487 0 524 524 hbt: Glazing-hbt, ground reflectance = 0.23,.q-value 0.31, 42 1,133 0 1,549 1,549 SHGC 0.33 hbt: az~T` g-hbt, ground reflectance = 0.23, u-value 0.27, 7 164 0 156 156 SHGC 0.18 hbt: Glazing- bt, ground reflectance = 0.23, u-value 0.31, 42 1,133 0 1,549 1,549 SHGC 0.33 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12E-Osw: Wall-Fram R-19 nsulation in 2 x 6 stud 2449.7 14,494 0 2,566 2,566 cavity, no board insu on finish, wood studs 15BO-10sf-8: Wall-Basement, o 10 oard insulation to 878.9 4,226 0 109 109 floor, no interior finish, 8' floor epth 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1015.3 1,943 0 1,072 1,072 Attic Floor (also use for Knee Walls and Paditpn Ceilings), vented attic, no radiant barrio R-44 insulation, dark asphalt 21A-20-v: Floor-Basement, Concrete slab, any thickness, 1035.9 2,433 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 30,714 0 11,567 11,567 People: 4 920 1,200 2,120 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,700 406 2,190 2,595 Infiltration: Winter CFM: 99, Summer CFM: 0 9,187 0 0 0 Ventilation Winter CFM: 100, Summer CFM 100 9,285 2,320 1,387 3,708 Total Building Load Totals: 53,886 4,046 17,544 21,590 Check Ficures Total Building Supply CFM: 757 CFM Per Square ft.: 0.246 Square ft. of Room Area: 3,072 Square ft. Per Ton: 1,707 Volume (W) of Cond. Space: 28,671 66"1 dingy Loads Total Heating Required Including Ventilation Air: 53,886 Btuh 53.886 MBH Total Sensible Gain: , u 81 % Total Latent Gain: 4,046 Btuh 19 % Total Cooling Required Including Ventilation Air: 21,590 Btu 1.80 Tons (Based On Sensible + Latent) Notes _ Rhvac is an ALGA 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 i \\SBS2011\RedirectedFolders ...\NJJ The Birmingham.rhv Monday, July 30, 2012, 2:04 PM hvac - Residential Light Commercial HVAC Loam Elite Software Development, Inc. , Burnsville Heat ng S AIL Inc The Birmingham Burnsville, MIN 55337 Pa~ q System 1 lain Floor Surr ma!y L,,-ac!s Component Area ~~-n Lat Sen Total 1 De_ scrition Chian Loss Gain Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 52.5 1,279 0 1,061 1,061 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 120 2,924 0 2,844 2,844 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 20 487 0 524 524 } SHGC`22 - 3 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 42 1,133 0 1,549 1,549 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.27, 7 164 0 156 156 SH , n.18 - - hbt: Glazing-hbt, ground reflectance 0.23, u-value 0 31, 42 1,133 0 1,549 1,549 S C 0.33 hbt -Door-hb 20.4 266 0 73 73 ` hbt: Door-hbt 19 232 0 64 64 12E-Osw: Wall-Frame, -1ilon, nsulation in 2 x 6 stud 2449.7 14,494 0 2,566 2,566 cavity, no board insu AWN finish, wood studs 15BO-10sf-8: Wall-Basement, 040 oard insulation to 878.9 4,226 0 109 109 floor, no interior finish, 8' floo epth 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1015.3 1,943 0 1,072 1,072 Attic Floor (also use for Knee Wails andn Ceilings), vented attic, no radiant barrie R-44 ! insulation, dark asphalt 21A-20-v: Floor-Basement, Concrete slab, any thickness, 1035.9 2,433 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 30,714 0 11,567 11,567 People: 4 920 1,200 2,120 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,700 406 2,190 2,595 Infiltration: Winter CFM: 99, Summer CFM: 0 9,187 0 0 0 } Ventilation: Winter CFM: 100, Summer CFM: 100 9,285 2,320 1,387 3,708 System 1 Main Floor Load Totals: 53,886 4,046 17,544 21,590 Check Figures Supply CFM: 757 GFM Per Square ft.: 0.246 Square ft. of Room Area: 3,072 Square ft. Per Ton: 1,707 Volume (W) of Cond. Space: 28,671 S stem Loads Total Heating Required Including Ventilation Air: $3,886 Btuh 53.886 MBH Total Sensible Gain: 81 % Total Latent Gain: A046 Btuh 19 % Total Cooling Required Including Ventilation Air: 1,590 to 1.80 Tons (Based On Sensible + Latent) Notes Rhvac is an AGGA 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 ...\NJJ The Birmingham. rhv Monday, July 30, 2012, 2:04 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Burnsville Heating & A/C Inc „y The Birmingham Burnsville, MN 55337 Page 18 System 1, Zone 1 SummaT Loads (Peak Load Procedure for Rooms) component Area v Sen Lat Sen Total Des&r tion Quan Loss Gain Gain Gain hot: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 25 609 0 354 354 SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 30.5 744 0 799 799 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 20 487 0 524 524 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 42 1,133 0 1,549 1,549 SHGC 0.33 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1212.3 7,173 0 1,270 1,270 cavity, no board insulation, siding finish, wood studs Subtotals for structure: 10,644 0 5,468 5,468 People: 0 0 0 0 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 1,762 0 883 883 Infiltration: Winter CFM: 46, Summer CFM: 0 4,318 0 0 0 System 1, Zone 1 Load Totals: 16,724 0 7,551 7,551 Check Figures Suppiy CFM: 354 CFM Per Square ft.: 0.347 Square ft. of Room Area: 1,020 Square ft. Per Ton: 1,621 Volume (W) of Cond. Space: 10,707 Total Heating Required: 16,724 Btuh 16.724 MBH Total Sensible Gain: 7,551 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 7,551 Btuh 0.63 Tons (Based On Sensible + Latent) Notes Rhvac is an ACGA approved Manual J'and Manual ID 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\RedirectedFolders ...\NJJ The Birmingham.rhv Monday, July 30, 2012, 2:04 PM Rhvae - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc The Birmingham, Burnsville, MN 55337 Page 19 System 9, Zone 2 Summanl Loads (Peak Load Procedure for Rooms, Component Area Sen Lat S$n Total Descrion Duan Loss Gain Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 028, 27.5 670 0 707 707 . SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 44 1,072 0 852 852 SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.27, 7 164 0 156 156 SHGC 0.18 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 963.9 5,703 0 1,010 1,010 cavity, no board insulation, siding finish, wood studs 168-44-ad: Roof/Ceiling-Under Attic with Insulation on 1015.3 1,943 0 1,072 1,072 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt, Subtotals for structure: 9,552 0 4,606 4,606 People: 4 920 1,200 2,120 Equipment: 400 0 400 Lighting: 0 0 0 t Ductwork: 1,512 0 769 769 1 Infiltration: Winter CFM: 35, Summer CFM: 0 3,287 0 0 0 . , - , . System 1, Zone 2 Load Totals: 14,351 1,320 6,575 7,895 Check Figures Supply CFM: 306 CFM Per Square ft.: 0.303 Square ft. of Room Area: 1,016 Square ft. Per Ton: 1,544 Volume (ft3) of Cond. Space: 8,123 Zone Loads _ , Total Heating Required: 14,351 Btuh 14.351 MBH Total Sensible Gain: 6,575 Btuh 83 % Total Latent Gain: 1,320 Btuh 17 % Total Cooling Required: 7,895 Btuh 0.66 Tons (Based On Sensible + Latent) Notes Rnvac is an ACCA approved 1Nianual 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 i 1\SBS2011\RedirectedFolders ...\NJJ The Birmingham. rhv Monday, July 30, 2012, 2:04 PM Rhvac - Residential i£ tight Commercial HVAC Loads Efite Software Development, Inc. Burnsville Heating $ A/C Inc The Birmingham Burnsville; MTV 55337 Page 20 System 1, Zone 3 Summary Loads (Peak Load Procedure for Rooms) €s:omponeni Area Sen Lat Sen Total' Descn`ption Quan Loss Gain Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.26, 45.5 1,108 0 1,193 1,193 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 42 1,133 0 1,549 1,549 SHGC 0.33 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 273.5 1,618 0 286 286 cavity, no board insulation, siding finish, wood studs 15130-1 Osf-8: Wall-Basement, , R-10 board insulation to 878.9 4,226 0 109 109 floor, no interior finish, 8' floor depth 21 A-20-v: Floor-Basement, Concrete slab, any thickness, 1035.9 2,433 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 10,518 0 4,061 4,061 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,425 0 538 538 i Infiltration. Winter CFM: 17, Summer CFM: 0 1,582 0 0 0 i System 1, Zone 3 Load Totals: 13,525 0 4,599 4,599 l Check Ficures Supply GFM: 215 CFM Per Square ft.: 0.208 Square ft. of Room Area: 1,036 Square ft. Per Ton: 2,703 Volume (113) of Cond. Space: 9,841 Zone Loads Total Heating Required: 13,525 Btuh 13.525 MBH Total Sensible Gain: 4,599 Btuh 100 % Total Latent Gain: 0 Btuh 0 Total Cooling Required: 4,599 Btuh 0.38 Tons (Based On Sensible + Latent) Motes Rhvac is an AGGA 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. J Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 1 I l \\SBS2011\RedirectedFolders ...\NJJ The Birmingham.rhv Monday, July 30, 2012, 2:04 PM 1 1 Rhvac - Re identiai Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc The Birmingham Burnsville, MN 55337 Page 44 SUCtem I Room Load Summa Htg --Min Run Run Clg Cig Min Act ; Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Foyer 123 1,653 22 1-2 501 233 0 11 11 2 Den 130 2,943 39 1-4 273 508 0 24 24 3 Great Room 313 4,593 61 1-7 342 1,951 0 91 91 4 Dinette/Kitchen 348 5,187 69 1-9 482 4,549 0 213 213 5 Mud Room 106 2,348 31 1-2 664 309 0 14 14 Zone 1 subtotal 1,020 16,724 224 7,551 0 354 354 ---Zone 2--- 6 Bedroom 2 139 1,600 21 1-5 512 1,489 230 70 70 7 Wic 63 1,563 21 1-2 523 243 0 11 11 8 Bedroom 3 163 2,837 38 1-4 687 1,280 230 60 60 9 Laundry 177 1,587 21 1-3 610 639 400 30 30 10 Master Bedroom 221 3,401 46 1-6 524 2,198 460 103 103 11 Master Bath 177 2,715 36 1-3 552 579 0 27 27 ' 12 Bath 1 76 648 9 1-2 316 147.... 0 7- I Zone 2 subtotal 11016 14,351 192 6,575 1,320 308 308 ---Zone 3--- 13 Basement 1,036 13,525 181 1-9 488 r y 4,599 0 215 215 Zone 3 subtotal 1,036 13,525 181 4,599 0 215 215 Ventilation 9,285 1,387 2,320 Duct Latent _ 406 System 1 total 3,072 53,886 597 17,544 4,046 757 757 System 1 Main Trunk Size: 10x14 in. Velocity:' 779 ft./min Loss per 100 ft.: 0.108 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains 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. Coolin=j S..~tern Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required; 1.80 81%/19% 171544 4,046 21,590 Actual: 1.00 77%/23% 9,240 2,760 12,000 3 \\SBS2011\RedirectedFolders ...\NJJ The Birmingham.rhv Monday, July 30, 2012, 2:04 PM NTIAL LOT SURVEY NG PERMIT APLICATION 1"q7tl-l BUILDI UILPROPERTY LEGAL: ~CJ II~-21 ~G~S bl~~ DATE OF SURVEY: LATEST REVISION: U o z a DOCUMENT STANDARDS p 0 • Registered Land Surveyor signature and company p ❑ • Building Permit Applicant ;g` ❑ p • Legal description ❑ ❑ • Address p ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ ❑ • Proposed/existing sewer and water services & invert elevation ~f ❑ ❑ • Street name 0 p • Driveway (grade & width - in R/W and back of curb, 22' max.) 0 ❑ . Lot Square Footage 0 ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners 0 0 . 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E ~rN 7 :O E N 9 O m m m O N W.- e v o o o o a i U mm W.I~N UOmv tdOmei Ml~n ~Q ~ O~ a A aMil50 ONmQMN r. 1Co~ Y NNNN.a;O .INN 1%e+vT;V C_ m~ g CX pN Z ~9"5pp1. ® UNMemanm U~~.1w gm~mm.IM.7V V" ~1 ptp74 F Fnevmvn tvnnvv Q~ m m O 9` - - - - - - - - - - - - - - - - - Jeffrey Wheeler From: Pat Flynn [njjconstruction@hotmail.com] Sent: Thursday, October 11, 2012 7:36 AM To: Jeffrey Wheeler rt Subject: FW: F: cut floor, 02 Marsh of f ILA," Attachments: SCAN_D00000 . 106 1Y71-f OCT t 12011 Importance: High fyi on cuttng floor truss > From: Ben. Harvev@PROBUILD. COM > To: njjconstruction@hotmail.com > Date: Wed, 10 Oct 2012 16:03:28 -0600 > Subject: Fw: F: cut floor 702 Marsh > Original Message > From: Dusty Dahlstrom [mailto:ddahlstrom@villaume.com] > Sent: Wednesday, October 10, 2012 03:45 PM > To: Harvey, Ben > Subject: F: cut floor 702 Marsh > Ben > Attached is F floor truss for 702 Marsh stating the area that can be cut > with no Repair Required , If they need a sealed drawing for this truss > charges will apply. Review and let me know if I should order a sealed > drawing . > Thank You > Dusty Dahlstrom > Villaume Industries > Truss Division > Cell 651-248-5027 > Fax 651-287-1958 > CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer. 1 70R /i'l•~17SH eT i rus al System's Cantilevered. Floor Truss Connection Detail Point Load from roof above OCT 1 L('1 . 2 x 6 bottom plate Maximum uplift PLF is 300 PLF^ 2 x 4 ribbon Maximum downward blocks (typ.) PLF is 300 P[ F. 2 x 4.,end block installed with 4-16d 2-0-0 nax. box nails, or use 2 @ 2-.3 fie plates on each face (minimum) per. truss Side view. fabricator. S = 0.0, spacing of S tie-in trusses C» a s.W r{ t S/2 End View of cantilevered ",a ° s% 1 floor trusses S12 Floor Truss Girder o w tl Required ledger span (typ.) . u as L.,. i..' V end 9.0 w ~ICY 0 1 O'er rst'® C ra Face View of ribbon block Install ribbon blocks with 16d bo;( (ledger). atfachment nails at 3" O. C. staggered Qyp.) • i Mote: The: and block of the cantilevered floor truss must fit tight be6veen the.. ribbon blocks. Ali truss and ledger material must be Canaedfan SP material. J G double chords are present, nail each chord as sped jeci. G pieon 701, ///1S, cr 7r timi7' /o lit Rita /9a54,./ fl',. Awl._ //Ji */ ,41 � /2_, ©Copyright 2011 USP Structural Connectors® TENSION TIES - HTT SERIES, LTS SERIES & LTTI3 1 HTT series — Secures multi -ply studs or posts to mudsills or foundation. Nail fastening makes for a convenient connection to studs or posts in cramped retrofit installations. LTS series — The LTS19 is designed for nail -on installation to 2x joists or studs, and the LTS20B provides a nail or bolt fastening option. The LTS20B will accommodate wood I -Joists if 10d x 11/2" nails are used instead of the specified 16d nails. LTTI31 — An open web joist tension tie designed for use with masonry or concrete construction. Materials: See chart Finish: G90 galvanizing Codes: ER -0200, NER 608 USP 40 " STRUCTURAL %001CONNECTORS' A Maek'Company Typical LTT/31 installation w Installation: • Use all specified fasteners. See Product Notes, page 11. • Use all specified fasteners to attach the strap portion of the connector to the side of stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt. No washers required. • LTTI31 and LTS connectors must be mounted flush to the surface of the mudsill. • Allowable loads are based on either nail or bolt fastening; nail and bolt values cannot be combined. • Washers are not required on transfer plates that fit over the anchor bolt. • Tighten anchor bolt nuts finger tight snug to base plus, 1/3 to 1/2 additional turns with a wrench. To prevent loosening of the anchor nut during critical loading, use a locking nut or tighten a second nut over the first to lock nuts in place. See STB anchor bolt L pages 28-29 HTT16 HTT22 similar CL 11/16" 6 3/16" 0 0 H LTT/31 L 21/2" Typical HTT22 installation HTT4 HTT5 similar LTS20B USP Stock No.7 Ref. No. Steel Gauge S Dimensions ". Nail Spacing :::Fastener Schedule `-'Allowab e Tension Loads(Lbsj' Code Ref. Strap Plate W L D CL Anchor Bolts' Strap' Qty Type DFLISP Qty Dia. 160% A (inf'6 10d x 1-1/2 2715 0.095 HTT4 HTT4 12 -- 3 10-7/16 2-3/4 1-3/8 1-3/4 1 5/8 18 10d 3295 0.098 16d x 2-1/2 4465 0.143 20 10d x 1.1/2 3225 0.088 HTT5 HTT5 12 -- 3 13-15/16 2-3/4 1-3/8 1-3/4 1 5/8 28 10d 4745 0.122 16d x 2.1/2 5430 0.141 HTT16 -- 10 -- 2-1/2 15-5/8 2 1-3/8 1-3/4 1 5/8 18 10d 3250 0.125 18 16d 4290 0.099 L8 HTT22 -- 10 -- 2-1/2 21-1/2 2 1-3/8 1-3/4 1 5/8 32 0.125 32 10d LTTI31 LTTI31 18 ` - 3 3-3/4 31 2-5/8 1.3/8 '3 1 5/8 18 10dx1-1/2': 2805 0.175 LTS19 LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 1 314 8 10d 1205 0.132 10 10d x 1-1/2 1100 0.128 20 LTS2013 LTT208 12 3 2 20 3 1-1/2 3-3/4 1 3/4 10 16d 1105 0.128 2 1/2 1175 0.128 1) Allowable loads have been increased 60% for wi d or seismic loads; no further increase hall e permitted. 2) Minimum nail embedment shall be 1-1/ - for 10d nails and 1-5/8" for 16d nails. Bolts require a minumum length of 1-1/2" in vertical member for the listed loads. 3)160 sinkers maybe substituted for the pecifed 10d common nails with no load reduction. 4) The designer must specify anchor bolt type. leng h and embedment depth. 5) Defections are derived from static, monotonic load tests of devices connected to DF -L wood members with specified fasteners. 6) HTT holdowns raised off of the sill plate may have higher deflection values. 7) LTTI and LTS holdowns shall be installed tight to the sill plate. 1-800-328-5934 • www.USPconnectors.com 1/4" transfer plate CL LTS19 Hanger not sho n Typical LTS Installation USP2173-111 — 10 . 't.USP STRUCTURAL 1110 CONNECTORS' A MITekCompaay 1) Allowable loads for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated as follows: Design shear/allowable shear + design tension/allowable tension < 1.0 2) The allowable loads shown in this catalog are based on Allowable Stress Design methodology. AF&PA has published a brochure for calculating soft conversions called Guideline to LRFD for Pre-engineered Metal Connectors for Wood Construction. Consult USP for assistance in determining appropriate LRFD values for the products shown in this catalog. 3) Connector ratings may exceed the tensile strength or other aspects of the wood members involved in the connection. A qualified designer should verify wood member capacities when specifying connectors. 4) Verify that the size of the supporting member can accommodate the connector's specified fasteners. 5) Some illustrations in this catalog may not reflect additional mechanical reinforcements which may be required to reduce cross grain tension or wood member bending under loading. The design professional is responsible for determining if additional mechanical reinforcement is required. 6) USP recommends the hanger height be 60% of the joist height for stability. NDS® Standards Unless otherwise noted, the load resistance values presented in this catalog reflect the calculation criteria set forth in the 2005 National Design Specification for Wood Construction (NDS®) published by the American Forest and Paper Association; with the methodology prescribed in ICC - ES AC13 or other relevant acceptance criteria applied. Material USP selects steel for its various products in accordance with application needs and steel properties, including tensile strength, ductility, corrosion resistance, gauge, and weldability. See specific code evaluations or consult USP for steel information on specific products. USP Structural Connectors® are manufactured from steel which meets ASTM A 653, ASTM A 1011, or ASTM A 36. Testing and Product Design Loads On all structurally -rated products, USP performs full-scale testing in accordance with ICC -ES AC13, or ASTM D 1761, the standard recognized by all domestic model code agencies. All final testing is conducted by a third -party testing laboratory. In accordance to these standards the design loads listed are the lowest results obtained from one of the following methods: 1) The lowest ultimate tested load divided by three. 2) Lowest load producing 1/8"deflection. 3) Calculations based 2005 NDS® and current codes. The listed capacity of some products have been increased in accordance with the NDS® by applying Duration Factors for mechanical fastenings. Stress increases have not been applied to steel components of the products. Floor / Design Load 100% (no increase). Roof Snow 115% of design load for 2 -month duration of load. Roof Non -Snow 125% of design load for 7 -day duration of load. Uplift 160% of design load for wind/seismic loading based on local code requirements. Spruce -Pine -Fir or Hem Fir Equivalent Capacity Unless otherwise noted, the published design loads in this catalog apply to Douglas Fir -Larch or Southern Pine lumber. When Spruce -Pine -Fir or Hem Fir lumber is used with face mount hangers or straps, the nail shear capacity maybe adjusted according to the chart below. Allowable Load Adjustment Factor Wood Species Specific " Gravity Adjustment Factor, Douglas Fir -Larch (DF -L) 0.50 1.00 Southern Pine (SP) 0.55 1.00 Douglas Fir (5) Hem Fir (N) 0.46 0.88 Spruce -Pine -Fir (S -P -F) 0.42 (0.83) 1) Allowable loads must be adjusted according to the applicable wood species. 2) When using structural composite lumber, verify wood species and use above listed adjustment factors. ®Copyright 2011 USP Structural Connectorse 1-800-328-5934 • www.USPconnectors.com Concrete and onry Screw Anchor over me chor material Carbon steel, electroplated zinc min 8 microns gsj- "provats EStpotforgrout-filled CMU blocks to AC 193 for ted grid evafted:according .:: uncracice • Qualified program: 3/8"x2 "X1-5jg° 50 03471447 1 03465007 450 03471465 3 KH 2 /1($8"" g' 2.118» ()0434436 3/ , h H, 1 , 11346.x5008 300-, Q347#488 1887 20$9 'i-.. 3 u"''_• :4334415 /8x3 Igo;. . KH 3/8"x3 1/2 3/8° 3-1/2" 2-12," 0043438 50 4347#449 1 03465009 300 03471467 2 1687 2089 300 - 03�k7j' 4Cf$20.89- .: , . � 3j8"x4 3J8" 4 , -- 3`s_: s �"� �' 3j8+' 5 3-1/4" °00434440 30 03471451 1 03465011 270 03471469 2 2175 2089 KH 1/2"x3" 1/2"-,.: 3' . { , = `zr 1 _ " "l. 113471 1' 03485612 - :180 63,4744,1D:',-::-- KH 347#418 - 1 -1249 3319 1/2"x3"_. .,. KH 1/2"x3 1/2" 3 1/2 3" - 00434442 25 03471453 1 03465013 150 03471471 1 2116 3319 / 5014 - -150 0347'1472 - '1 2118 �` ,fJ2;rx4.F_ .. __ ,,��» � � �� s�r-1�'54 I:, '1 - KH 1/2"x41/2" 1/2" 4-1/2" 4-1/4" 0043444`! 25 03471455 1 03465015 150 03471473 1 3852 3319 1:474 1 $45.a.,---_9. 1/2 x6"- --.. 1J2" _ - ;; " #i'. Vis_ 03A?1:456 1 -494(351316 #5f1 0347.. K.1 1/2 x6» 112" 6II 4-1/4" 00434446 25 03471457 KH1 03465017 150 03471475 1 3852 3319 -S/8"x4 5/E;" 4 = - _ v ? 4, t --f, ----- 58 1 - -03}651)1 - 0 & 31476 1 2773 455(}=: KH 5/8"x5 1/2 5/8 5 1/2 5` 00434448 15 03471459 1 03465019 90 D3471477 1 730 4550 5/rxoljr::- 03471460 '78"_ KH 3/4"x4 1/2" 3/4 4.1/2" 4" 00434450 10 0347146/ 1 03465021 60 03471479 1 3748 6755 j 4 -_ 10 03471 .1 034860 , 30 - 0347'81 _ 1 3746 3/4 x51/2 , 3/4 6 5 KH "" 172' - ; .� 462- 14 KH 3/4"x7" 3/4" 7" 6-1/4" 00434452 10 03471463 1 03465023 40 03471481 1 7975 755 34 -?0 ;- 1#3471464 # 03465024 40-, ..0 4- 19 Kk13/4"x9 - 314 - 9 6 114A 0 - : _. " Combos include starter quantities of the TE-C3X concrete bits. As base materials vary, additional bits may be necessary 1 Always refer to Hitti Product Technical Guide for complete details on the anchor specifications, limitations, explanation of data, intermation on other base materials and emkedments, and other technical data Setting tools and sockets for KWIK HUS -EZ and KWIK HUS screw anchors Setting tools 346 SIW 18T -A — High torque impact wrench 1(2„ 5/8" 3/4 0 7648 " a.; one (Fixed) (1) set of six sockets 1 e • s r ; - = . 1/2" 5/8" 3/4" 03467650 SIW i8T A — High torque impact wrench choice of slx sockets - (Rex)03482658 on ) 1/4", 3/8 ,1/2 SIW 18-A Impact Wrench with a ( fixed set of six sockets $10 18-A SID 18-A Compact Impact 1/4", 3/8" 03482619 Driver 1/4" (KH -EZ only) 00291974 S -NSD -112"-7/16" standard 3/8" 00305114 S -NSD -1/2"-9/16" standard 1/2"00305683 S -NSD -1/2"-3/4" standard 5/8" 00315703 S -NSD -1/2"-15/16" standard 5/8" 00331444 S -NSD -1/2"-1-1/8" standard Hilti. Outperform. Outlast. 227 Hilti, Inc. (U.S.) 1-800-879-8000 www.us.hilti.com • en espanol 1-800-879-5000 • HO(Canada) Corp. 1-800.363-4458 www•hilti.ca 3.3.7 KWIK HUS (KH) Carbon Steel Screw Anchor 3.3.7.3 Technical Data Figure 1 - KWIK HUS (KH) Anchor Installation DetaI Table 1 tion Table Characteristic Symbol Units Nominal Anchor Diameter (inches 3/8 2 3/4 Nominal Diameter d. in 3/8 1/2 3/4 Drill Bit Diameter cit in, 3f8 1/2 3/4 Baseplate Clearance Hole Diameter dh in. 1/2 5/8 7/8 Installation Torque' T ft-lbf 40 45 115 Impact Wrench Torque Rating2 T., ft-lbf 114 450 137 450 = , I 450 Minimum Nominal Embedment Depth h, in, 1-5/8 2-1 j2 3 1/4 2-1/4 3 4-1/4 3 11:°= C� 4 6-114 Effective Embedment Depth h in. 1.11 1.86 2.20 1.52 2.16 3.22 2.39 = :. 3.88 2.92 4.84 Minimum Hole Depth ha in. 1-7/8 2-3/4 3-1/2 2.5/8 3-3/8 4-5/8 3- : 5-3/8 4-3/8 6-5/8 Critical Edge Distanced c4 in. 2.50 X3.12 3.74 2.75 3.10 5.25 3.63 5.81 4.41 7.28 Minimum Spacing at Critical Edge Distance s ,.. in. 2.25 3 4 Minimum Spacing at Minimum Edge Distance s in. 3 4 Minimum Concrete Thickness ham, in. 3.25 1 4 4.875 3.75 4.75 6.75 5 ( 6 8.125 Wrench Socket Size - in. 9/16 3/4 15/16 1-1/8 Head Height - in. 0.35 0.49 0.57 0.70 Effective tensile stress area A, in,2 0.086 0.161 0.268 0.392 Minimum specified ultimate strength f psi 107,120 97,140 90,180 81,600 For SI: 1 inch = 25.4 mm, 1 ft-Ibf =1,356 N -m, 1 psi = 6.89 Pa, 1 in2 = 645 mm2, 1 lb/in ="0.175;N/mm 1 The data presented, in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2 For Installations through the soffit of steel deck Into concrete (see figure 2) anchors installed In the lower flute may be installed with a maximum 1 inch offset in either direction from the center of the flute. 3 Because of variability in measurement procedures, the published torque of an impact tool may not correlate properly with the above setting torques. Over -torquing can damage the anchor and/or reduce its holding capacity. 4 Tn. applies to installations using a calibrated torque wrench. & KM, Inc. (US)1-800-879-8000 I www.us.hiiti.com I en esparioi 1-800-879-5000 i Hull (caned. ,hdti ca I Anchor Fastening Technical Guide 2011 RECEIVED NOV 067017 11/5/2012 Attn: Jeffery Wheeler Attached are two separate engineering scopes to resolve issues with the garage wall construction located at 702 Marsh Court Eagan, MN. The engineering by AM Structural engineering is in response to the repair needed for Eternity Homes to allow for the correction of the exterior OSB sheeting not being spliced at the proper elevation. The engineering provided by The Hanson Group is in response for the repair needed for Halverson Concrete Concepts to correct for the incorrect number and placement of Hold down straps. Please provide an addendum to the building permit to allow for the corrections to take place. Sincerely, Paige Kraus Eternity Homes, LLC 651-460-3043 /400 44/r)ari To /911,Am t--# /06 /011 425 Third Street Farmington, MN. 55024 Phone: 651-460-3043 Fax: 651-460-3045 SCOPE DESIGN AND DETAIL OF THE POST -INSTALL HOLDOWN OPTION FOR THE DOUBLE PORTAL FRAME AT THE TWO STALL GARAGE FOUNDATION AT THE ATTACHED GARAGE CONSTRUCTION FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL POST -INSTALL HOLDOWN FOR THE PORTAL FRAME AT THE GARAGE FOUNDATION OF THE SINGLE FAMILY RESIDENCE NOTED ONLY. FRAMING, ARCHITECTURAL, CIVIL, AND LANDSCAPING ELEMENTS ARE BY 3-D DESIGN LAST DATED 5-13-11 OR THE CONTRACTOR. 2. CONCRETE PLACEMENT, FORMING, AND REINFORCEMENT IS TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND MANUFACTURER REQUIREMENTS. 3. CONTRACTOR & BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARISE. 4. ADEQUATE SHORING, BRACING, AND FORM WORK INCLUDING ALL MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END. 6. NO SITE VISIT WAS CONDUCTED OR REQUESTED TO VERIFY PORTAL FRAME CONSTRUCTION IN ACCORDANCE WITH FIGURE R602.10.6.2. CONTRACTOR IS TO VERIFY FRAMING MEETS THESE REQUIREMENTS. INFORMATION USED IN THIS DESIGN IS BASED ON REPORTED INFORMATION FROM THE CONCRETE CONTRACTOR AS WELL AS CONVERSATIONS WITH THE LOCAL BUILDING OFFICIAL. 7. CONTRACTOR IS TO FOLLOW ALL MANUFACTURER REQUIREMENTS FOR THE HOLDOWN AND ANCHOR INTO THE CONCRETE. MATERIALS CONCRETE: AGGREGATE: REINFORCING STEEL: ALLOWABLE SOIL BEARING CAPACITY: LOADS WIND LOAD: WALLS/SLABS - 3000 PSI @ 28 DAYS (BY READY MIX SUPPLIER) FOOTINGS - 3000 PSI @ 28 DAYS (BY READY MIX SUPPLIER) FOOTINGS - 1)/2" MAX. WALLS - %4" MAX. #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 2,000 PSF NET (ASSUMED -FIELD VERIFY) 90 MPH 3 SECOND GUST EXPOSURE B CODES 2007 MINNESOTA STATE BUILDING CODE w/ AMENDED 2006 IRC 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com Project: Birmingham Post -Install Holdown 702 Marsh Court Eagan, MN Client: Halverson Concrete Concepts 579 Schommer Drive Suite F Hudson, WI 54016 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that t am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 11-2-12 License Number: 46665 Signed: lUk 1 Print Name: Nick. Hanson Date Rev Project Number: 2.0297 Drawing Date: November 2, 2012 Sheet: 1 of 2 Si © COPYRIGHT HANSON GROUP LLC 2012 .ON`'.- OPEIVN,,GARAGE Ey). PLANS SHOWNILtGIVRIN BACKGROUND ARE FOR LOCATIM1 fiETNI E ONLY: P�NOTES AND ELEMENTS SHOWN LIGHT MAY NT NESSARILY I SUPPORT THE HANSON GROUP'S DE - INSTALL, , 9ST-I N STALL -- --HOLD'OWNANCk4OFL OPTION SHOWN IN 2/S2 e" peem PLAN (1)5/8"0 ANCHOR BOLT (7" MIN. EMBED) w/ 2"x2"X%6" PLATE WASHER PARTIAL FOUNDATION PLAN AT GARAGE FOR • • . • . • REFERENCE LOCATION ONLY • 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com 2'-4 Y2"-± DETAIL TYPICAL POST -INSTALL HOLDOWN OPTION Project: Birmingham Post -Install Holdown 702 Marsh Court Eagan, MN Client: Halverson Concrete Concepts 579 Schommer Drive Suite F Hudson, WI 54016 PORTAL FRAME IN ACCORDANCE w/ FIGURE R602.10.6.2 SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ (26) 10d NAILS INTO WOOD & "0 x 15" LONG SIMPSON TITEN HD SCREW-IN ANCHOR -CENTERED IN CONCRETE WALL 6" MIN. CONCRETE FROST FOUNDATION BELOW BELOW BY OTHERS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that lam a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 11-2-12 License Number: 46665 Signed: Print Name: Nick Hanson Date Rev Project Number: 2.0297 Drawing Date: November 2, 2012 Sheet: 2 of 2 S2 © COPYRIGHT HANSON GROUP LLC 2012 A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE ST. RIVER FALLS, WI 54022 31 October 2012 Darin Schlueter Halverson Concrete Concepts 579 Schommer Dr., Ste. F Hudson, WI 54016 Re: Garage Wall Sheathing 702 Marsh Court Eagan, MN Dear Darin: It is my understanding that the wall sheathing each side of the garage doors was installed with a 6° high panel starting at the bottom plate and then a 10' high panel extending to the double top plate. I recommend removing the interior gypsum sheathing and adding an additional layer of wall sheathing on the inside face of the structure. Locate any horizontal panel joints at least 4' above the wall bottom plate. Blocking is required at all panel edges. and nail the wall sheathing with 8d nails at 6" O.C. panel edges and intermediate supports. My review was limited to proving a sheathing connection to the wall bottom plate and ensuring continuity along the height of the wall. I have not performed calculations to determine header sizes, shear wall requirements, foundation connections or footings sizes. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC J to David P. Wagner, P.E. MN Reg. No. 25420 (Iet2218a) 1 Jeffrey Wheeler A 0 (C41/0944 ?'u M,r /oc 474, From: Pat Flynn [njjconstruction@hotmail.com] Sent: Thursday, October 11, 2012 7:36 AM To: Jeffrey Wheeler Subject: FW: F: cut flo Attachments: SCAN_DOCO Importance: High fyi on cuttng floor truss OCT 112011 > From: Ben.Harvey©PROBUILD.COM > To: njjconstruction@ahotmail.com > Date: Wed, 10 Oct 2012 16:03:28 -0600 > Subject: Fw: F: cut floor 702 Marsh > Original Message > From: Dusty Dahlstrom[mailto:ddahlstrom@villaume.com] > Sent: Wednesday, October 10, 2012 03:45 PM > To: Harvey, Ben > Subject: F: cut floor 702 Marsh > Ben > Attached is F floor truss for 702 Marsh stating the area that can be cut > with no Repair Required , If they need a sealed drawing for this truss > charges will apply. Review and let me know if I should order a sealed > drawing . > Thank You > Dusty Dahlstrom > Villaume Industries > Truss Division > Cell 651-248-5027 > Fax 651-287-1958 > CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer. o iLDL ONS DIVISION 1 M v Truss ID: F H . O lo0ae0e 111111 u. 6 elk v 0C .0C 4414 0 uw va•., +,0 v m NUR�',9 11 0 NO .0 7141t1' ..:?-1 .i H� py1. 40.1'•DOO 101410 p OHLG la O4H°0010.)10001 10 Ok' r' m 0N0140. �Fpi nU✓ •.0,40 -- W.1•tm��Oo9R10H7m 0.000 O'-'NW407 .000+0, N.0 OA04l ('.. H OWE{ 00T.00�H 0 .E/ 200 dy0.y H40m.-1 '8�(Hpy. .1 .0 ZU'2OM0 A®e F WapApp'�H O FtIPi WW 14A„_s a,CLAI kitmg410i, ®.m/b 44 10 0 N'yW • O1. -0.00, H00.HL..I4OO'oHZNOA o : ,. 0w.H. 44.14 .1410°40 kC1,ga i i w 0. N+0,0 oP .144 4.040 V 0'0,4/1HE40 !Mit .1.1 0100 0000.114 040 4-1 04 WW.1 NH 1.00.0. Ha 000.100 mmwmau"''`45. " t�N�yN 14..Q 044 Al0 (00 %kH 1U-., m0 H vvvo y1Opa1Hktll L OO Fsl1 n wan°04.19400 o ua.Zm ',It 44.40 az0z1 14 U� k l 4 °1.1'4 (1410 0 4 0 .14144x4 (4iu w$ ciA -2 cc 1I1S $ 11- V, Sr 4-S-2 0. 8 -E -Z x 2 b i•V b • 17-5-2 0 -E -Z VZiT 0 80ST X X h O 7 VZ -OT a -e -r•1 VZ -S .o - b -Z ( b 016 c.pp M0- F-7-1 0n Scale: 114^ = 1' 0 0 4 u'a a0 C OM 0 0 L C _6 3 Q §1 4.0 f o Olt .2 EE M m 112 (0 st em f0! s2 '0 22 43 o L N C of S3 Er aE 0 o.r m. dm um - N F em O p O N « K 0. OF mw L>< V0. ate'' DurFaca LA1.00 P=1.00 Deft. Ratio: 480 Sega 18.5.14 - 170031 0 O >31-1;1F g € O n E v ° 8: T. 11 0 C ° 1J. °i $' m a C 1 Y _ $ o 10 10 ! : C:47.gZeS1am m 4s-ZRa ' 0 4 o v/*1111.41141 e r4 « a ej"'• .g ° i E "te a Ci v Q° '.S V u SEC ce�'Q-�•- °�`=fi'a4 Zia": a0":'°u' 1. U °a E wo e2;1!!!! 1021711 3 rc! 1.« S 2 x 4 ribbon blocks (typ.) Truswal System's Cantilevered Floor Truss Connection Detail Point Load from roof above • • - • 2 X 6 bottoln'plate 1,v -44M1.11.1111111.11.11• S = o.c, Spacing of tie-in trusses 2-0-0 max. Side View. 115111. 1111. End View of eanflievered floor trusses Required ledger span (typ.) 'Er REcEivEn OCT 117017 • Maximum uplift PLF is 300 PLF, Maximum downward PLF is 300 PLF. 2 x 4,end block installed with .4-16d • box nails, or use 2 @ 2-3 tie plates or each face (m(nimum) pel' truss fabricator. 512 ••••••••e•,.111. re') I V1 .4.1 g r.; ›va, ,54 o A •-• LI Floor Truss Girder c.„.. .b .5 tzzl pleorl Face View of ribbon block Install ribbon blocks with 16d box (ledger) attachment nails at 3" 0. C. staggered (typ.) Note; The. end block of the cantilevered floor truss must fit tight betWeen the. ribbon blocks. All truss and ledger material must be Canadian SPF material, If double chords are preen, nail each chord as specifie.d. •-• 14 1- • ea k 1Z) 1:3 City of hp Address: 702 Marsh Court Zip: 55123 Permit #: 106474 The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permanent steps — Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage X Porch Lower Level Finish Deck Fireplace tVO �o e • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists Use BLUE or BLACK Ink r I For Office Use * Permit ! OC 7 I l of EapR I I Permit Fee: to Q • 00 I 3830 Pilot Knob Road j I Eagan MN 55122 I Date Received: Phone: (651) 675-5675 I Staff: I Fax: (651) 675-5694---------- I 2013 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: C~)J Site Address: MrAily Tenant: 1, ~ ,1 lw Suite Resident/Owner Name: Phone 1 a 6 Address/ City/ Zip: I Name: lJ l V icense ~D 1 - it i 1~ - Contractor Address: L~ V City: L Phone Old to State: 1 t Zip. i Contact: Email: p .,w.-New 3 'PReplacement _Repair --Rebuild Modify Space Work in R.O.W Type of Work - Description of work: RESIDENTIAL ( l Water Heater Water Softener ~ Lawn Irrigation. RP2 / - PVB) I Permit Type Add Plumbing Fixtures Main Lower Level) I Septic System l New Water Turnaround - I Abandonment RESIDENTIAL FEES. $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ t b 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. 2 MAA/.._gopherstateonec 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. X~- X 4( Applicant's Printed Name Appli nt's Signature FOR OFFICE USE Reviewed By Date: Required Inspections:- Under Ground Rough-In Air Test -Gas Test -Final ' Use BLUE or BLACK Ink For Office Use :::: City of �a�a� : i.-7,_.0q 3830 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 RECEIVED Fax:(651)675-5694 Staff: APR 1 9 2017 2017 RESIDENTIAL BUILDING PERMIT APPLICATION 11 Site Address: 702 Marsh Court Eagan MN 55123 Date: unit#: Name: Andrew Nguyen Phone: 612-867-2485 Resident/ 702 Marsh Court Eagan MN 55123 Owner Address/City/Zip: K-Yg Applicant is: X Owner Contractor / Type of Work Description of work: Deck Construction Cost: $3000 Multi-Family Building:(Yes /No X ) Company: Contact: Contractor Address: City: State: Zip: Phone: Email: License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: Home built in 2012 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: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public Information. Portions of the information maybe classified as non-public N you provide specific reasons that would peymit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. CaN 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the work wiN 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 not to s hout 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"!ans. Exterior work authorized by a building permit issued in accordance with the Minns o i:to ulidi C . -mus be completed within 180 dayl of permit Issuance. x Ork6 / )\J Yte� x A Applicant's Printed Name Ap'r icant's Signet Page 1 of 3 -7i: Oarsk C DO NOT WRITE BELOW THIS LINE ( 23 b SUB TYPES Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi yDeck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* X 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 57 / )-v Occupancy �, MCES System Plan Review Code Edition vil 1\1)-0 15" SAC Units (25%_100%)( ) Zoning n L City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction y0 Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) X, Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee 1OAL Surcharge J , jipl Plan Review /1'I '�' MCES SAC City SAC Utility Connection Charge 610 �.5/� ) 5/7J0 S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 J\ In NJct o A Q W W 0 0 0 0 � � C..) 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L op • ' v m 3N1�-� ..,, . % 1 E j m_0) M ?131N��' J U S O 6 o f m M� Il 11 m t yam a ?z O i 1 a 1[rljDI ; g s �'$ v ono g�ao a �r a �, ;t m w V�•6 T Noo .32. • W W „ � off ”' �i• o z O� tO Al cn in cn g,. ,, , !„, , . . c., 5 X I i,. ui N z m�� ` m n XN MOO W • pa o � 1 � M ss , �/ X v F Vl o A .r- it X t1 jri ox �� '--°9 �i� .s//,05,94/.//i//j gN !"_ N X o I u. cli A' 0. ir 0 VZ CO II U( oi 6 000 CO m i /m fl 1 �o • 1- F Uu~i� m fxcxl � N DO3 X �X � /X M w N 111 rZ ? • 4• ,,,,,,;(1,/,/ m Cii N /.i6 i s 0` a ¢ 1 �/ 0£•0£ ° W z w m 00 v, ,,h 1' P4 I SZ t. ZJ / o� v' '�' X o o II A X"3 • gI N• o rn r- ¢ p E It m a '+\: tl) • W¢",.s. / G7 _X a Q •.+ -..- �' X // - ¢¢ W II II r. p o ,\ �, --- 1 OWE �_ si•/ M / £�/ ,'1® r .o �M / N. ¢ [H �I o 0 • I N ~ FI-1 / <v)0›.w ¢� O N aA a '• •gym h�� I < FraFN to �� of N� i. . �xaA p°: d' MI /-4.6NNI ® 01 73; oi N M II I N n �r n X £Z'££6=9nW Sb'S 6-gnu to 01 al �n Xt� F-iol M N U) co 6�f I I =� nc�►�LI,i0o00 Xo in z 0)in O EVSEI • I (TS N N CD V * ..M O N Wim' au {• • 06 (moS N •r co M i Ir rM co ci) pp r PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA179480 Date Issued:10/06/2022 Permit Category:ePermit Site Address: 702 Marsh Ct Lot:11 Block: 1 Addition: Marsh Cove PID:10-47570-01-110 Use: Description: Sub Type:Water Heater Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Andrew Nguyen 702 Marsh Ct Eagan MN 55123 Bonfes Plumbing Heating & Air Service Inc 455 Hardman Ave South St. Paul MN 55075 (651) 228-7140 Applicant/Permitee: Signature Issued By: Signature