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3577 Lemieux CirCity of Ea a - Lu�� 3830 Pilot Knob Road Eagan IVIN 65122 Phone: (651) 675-5675 L9 Fax: (651) 675r5694 - Use BLUE or BLACK Ink 00-6� -- — — — — — — — — — — — — — — — — — — For Office Use Permit Permit Fee: Date Received: I Staff ----------------- 2012 RESIDENTIAL BUILDING PERMIT APPLICATION CG �/� Date: Site Address: MJJJJX <.JF?-! Unit#: Name:%Z&l 6 i c.Qk1szUc=i!J Phone:015Z .3056 Address / City I Zip-73G4%� Wlle5T-o r j4 55!+m Applicant Is: Owner JContractor L-J elm% q Description of work: r- . 42 (,e-!& A 00 11 Construction Cost 42 Muiti-Family Building: (Yes je-' No Company: Contact: Address: City: State: Zip: - - Phone: License M I zz 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 ZNo If -yes, date and address of master plan: Licensed PIumber:ZLA4JQA-&w9- TfIIZ444. Phone: -015z. Mechanical Contractor:lbur!44SWAL-m HwAmij 44 Phone:qfm eM4,4200's Sewer & Water. Contractor: • Phone: S1 za _e 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,goQherstqteonecaII.org I hereby acknowledge that this - Information Is complete and accurate; that the work will be In conformance with the ordinances and codes of the City of Eagan; that I *understand this Is not a permit, but only an application for a permit, and work Is not to start without a permit; that the work will be In accordancQ 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 Coda must be completed within 180 days of permit Issuance. Applicant` s Printed Name A 11'Cayrt!S !�rgni?Vir Pagel of r 75I-I b -in e-Jx � 3� No e e3�LO� rule i Mir: lb�/ n0 T WAIT 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) 4 01 of_�Flex 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 air Egress Window — Water Damage — Retaining Wall *Demolition of entire building - give ACA handout to Applicant DESCRIPTION Valuation Occupancy�� MCES System Plan Review. Code Edition "7 SAC Units _ (25 %— 100 %4) Zoning City Water Census Code Stories % Booster Pump # of Units . Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction -�� —� Width - t REQUIRED INSPECTIONNYS 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 Fireplace: Rough In Air Test Siding: `Stucco Lat St Lath _Brick Final Windows Insulation Retaining Wall: _ Footings _ Backfill — Final Sheathing Radon Control �[ Sheetrock Erosion Control Reviewed By:' Building Inspector RESIDENTIAL FEES I, V s ® 17 01 to Base Fee Surcharge / 0,�� ®/ 1 Plan Review MCES SAC % (� ;. 1 f f/ l ✓, 'fa City City SAC Utility Connection Charge Q 3 F �sC � > S i X S &W Permit & Surcharge Treatment Plant l' Copies TOTAL 5T 00P 9SI, v/ i - P 21 '0; New Construction Energy Code Compliance Certificate Per NI 10L8 Building Certifice. A baitdi �ili&ateshell bc potcd u 5 permanently viibIe Iocatioa inside thc buIding. 11 cx1ificatcshall beonipkt�d by ttto buikkr sent shall tisLinftrmstion sndvahics of eompQnents Iistcd b Thie NI 101.8 Date Cerk3ttrested Maw Addrof4bt DwrDwe5tisk 3577 Lemieux Circle CirF Eagan N$e nf R.%Mefltl*I Ceatrst�r / G,Ltvt CU5TCiU MN U Nasf"be 1HERMAL ENVELOPE RADON SYSTEM lnsokdionLoca$on Total R -Value of all Types of lInsulation type check AS That Apply X Passive (Ilo Fan) 11Non or Not Applicable I Fiberglass, Blown Fiberglass, Batts Foam Open Cell 111 0 .Ei to Acthe ( flith Iin a,kIrnwuJflWfrr tq thffFer t&m m.iiluIiflg dvkt') - Other Please Describe Here Bdow ladrr Slab X - Iosndtlou Will R1O X Extencc PmetcrafSlaboaGrsde Rim Jolst (Foundatlon) R-14 X k4eflor !RlflJOISt(lU floor -s-) X - nen Wall R-19 X g, eat R-44 Celling, vsulted R-44 X lisy WIedo or c*a(frirred areia R. 30 - r - Bonus roam over garage X Descr*be e*her 1esuIatd sr,*s Windows & Doors F Heating or Coofing Duds Outside Conditioned Spoc.s Average IJFactor (excludes skyl:gh:s and one door) U- 0.3 x 14o1 apphcable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.35 R -value R-8 in garage area MECHANICAL SYSTEMS Makeup Ar Select a T.iqz AppE.anc.s Heatin System Domestic Water Heater CoolinE System X Not required per mech. code Fuel Type GAS R410A Passive - Manufacturer- Btyant ,49 5Y7? iTH B!yant Powered Model 912SA42060S17 &PV'Jt O CAI3NAO3O Interlocked with exhaust device. Describe: Rating or Sime hiput in BFUS. 60.000 Capacity ia! Gallons: i Otsput in Toa 2.5 Other, describe: Sctsre's (aknIand 1 leat 1 os 4L.J3 1 9,42 Location of duct or system: Efflcienc AFUEor FISPP. 92% SEER: Calculated 22,716 Cfm's " round duct OR Medsonlcol Venlilotion System ii Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air isouree heat pump with gas back-up furnace): metat duct Centbustion Air SekCtU 1 p Not required per mech. code X Passive 6" Fiex X Heat Recover Ventilator (HRV) Capacity in cfms: Low. 70 High: 159 Other, desoribe: Energy Recover Ventilator (ERV) Capacity in dma: Low: High: f Location of duct or system: Basement Continuous exhausti fan(s) rated - in cfms: Location 01' fan(s). describe: Cfiis Capacity continuous ventilation rate in cfms: round duct OR Fiex Total ventilation (intermittent + continuous) rate in cfms: metal duct Created by BAM version 052009 T Burnsville Heating & Air Conditioning, Inc. 3451 W. Bumsville 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 1)c� site address I Date Z contractor LWiMS(JtUt?. C �C Comph md / � 7fr•— Section A Ventilation Quantity (Determine quantity by using Ta)h3 N1104.2 or Equation 11 -1) Square feet (Cmultinned arm induding Basement - finned or unfinished) Z Total required ventilation .70 3 105 Numberof bedmoms Contintum ventilation Dlm...ions - Determine the total and continuous ventilation rate by efther using Table N1104.2 or equation 11 -1. The table and equation are below. Equation 11.1 10.02 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 ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one -hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G.iWETYUMVent- maloup -comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method Choose either balanced or exhaust on ) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only ery Ventilator) — cfm of unit in low must not exceed continuous vents- Continuous fan rating in dm iation rating by more than 100%. Low cfm: ,7 O High dar 1 Continuous fan rating in dm (capacity must not exceed continuous ventilation rating by more than 10096 Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm airflow must be equal to or greater than the required continuous ventilation rate and less than 100X 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 largerfan that is operated a percentage of each hour. Section C I 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 for continuous ventilation must be equal to or greater than the low cFm air rating and less than 100% greater than the continuous rate. (For Instance, (f 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 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 h to be Installed, describe how It will be Installed. If It will be connected and Interfaced with the air handling equipmen4 please desalbe such connections as detailed in the manufactures' Installation Instructions if the installation instnictions require orrecommend the equipment to be interlocked with the air handling equipment for proper operation, such Interconnection shall be made and described. 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 calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make -up air: Determined from make -up air opening table Urn size and type (round, rectangular, flex or rigid) (NR means not required) = ge Or 1 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, If the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the last line of section D. The make -up air supply most 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 power One or multiple fan- One atmospherically vent Multiple atmospheriwl- 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 Co lumn D Column A Column B 1. a) pressure factor 0.15 0.09 0.06 0.03 cfMi b) conditioned floor area (M (including unfinished basements) Estimated House infiltration jc(m): Ila x 1b, 2. Exhaust Capacity a) continuous exhaust -only ventilation system (dm); (not aWlIcable 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 or if powered makeup air is electrically 2 interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust Total Exhaust Capacity (cfm); (2a + 2b +2c+ 2d) 3Z to 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house Infiltration (from above) Makeup Air Quantity (cfrn); (3a —3b) (if value is negative, no makeup air Is 71-3 needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column it there are other than fan - assisted "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 il 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 c of 6 br1/2tdx /A Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 rECEI,VEQ SEP 212012 /L #30 Notes: A. An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance Is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air One or multiple power vent, direct vent ap- pliances, or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oll ap- pbance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil ap- pliances or solid fuel appliances Column 0 Duct di- ameter Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening w/motorized damper 318-419 196-258 136-179 84-110 9 Passive opening w/motorized damper 420-539 259-332 180-230 111-142 10 Passive opening w/motorized damper 540 —679 333 — 419 231— 290 143 —179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance Is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) ! :5�str. Passive (see IFGC Appendix E, Worksheet E-1) Size and type 0-0.-- Other, describe: / Zv1 .S4,4 Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion alr vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. a 35 ??G.r� c/ti ' r'F( IVEO SEP 212012 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. i (] L( / 3 'FOC 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 &Direct Vent Input: (( Btu/hr or Power Vent Water Heater: R tvis ii /400/14 4v/ _ Draft Hood _ Fan Assisted — Direct Vent Inp t: P SMO Btu/hr _- - w or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) contain •. mbustion appliances. The CAS Includes all spaces connected to one another by code compliant openings. CAS volume: 144/° ft3 '20'k hell- Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated Into Table E-1 for use with Method 4b (KAiR Method). If the year of construction or ACH Is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances input: Btu/hr Use Standard Method column In Table E-1 to find Total Required TRV: ft3 Volume (TRV) if CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. if CAS Volume (from Step 2) Is less than TRV then go to STEP 5. 4b. Known Air infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENTAPPUAN,ES) Total Btu/hr Input of ail fan -assisted and power vent appliances Input: Wi000 Btu/hr Use Fan -Assisted Appliances column in Table E-1 to find RVFA: 3 lea ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: Watt ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) =RVFA + RVNDA TRV = 1 1,00 + yam- = 'crt"C TRV ft3 if CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. if CAS Volume (from Step 2) Is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available Interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = I't4o / 9C OO = , L/ g Step 6: Calculate Reduction Factor (RF). f� c RF =1 minus Ratio RF=1- ,11v = - a 2 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: Vet co O Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CADA): Total Btu/hr divided by 3000 Btu/hr per is?CAOA = 2/0 000 / 3000 Btu/hr per in_ = 13 Inr Step g: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = / �I.3 3 x SZ = te f ` in Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD= 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 V Minimum CA = Z 4 ? I . 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 =x 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 sedlon of the table Is 0.40 ACH. Page 6 V. 6 $y5071 Lste"IZ4iX c-► R-. Wescott HVAC Load Calculations for Ron Clark apoft KEL wVA4 H1/AjG Loace 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. Project Report Project Title: Wescott 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 Company Phone: 952- 894 -0005 Company Fax: 952- 894 -0925 Company Comment: 1�:�1�tf�, 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% nla 72 n/a Summer: 88 73 50% 50% 75 35 ffiffi�Mlllll J, -- Total Building Supply CFM: 934 CFM Per Square ft.: 0.295 Square ft. of Room Area: 3,162 Square ft. Per Ton: 1,670 Volume (W) of Cond. Space: 30,015 _ Total Heating Required Including Ventilation Air: 48,613 Btuh 48.613 MBH' Total Sensible Gain: 19,942 Btuh 88 % Total Latent Gain: 2,773 Btuh 12 % Total Cooling Required Including Ventilation Air: 22,716 Btuh 1.89 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. \ \SBS2011 \RedirectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM i Miscellaneous Report K- -i 00 qj Mims iflumilm- NAPO Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35.17 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./lOOft. 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. .............. Winter Summer Infiltration Specified: 0.320 AC/hr 0.170 AC/hr 126 CFM 67 CFM Infiltration Actual: 0.320 AC/hr 0.170 AC/hr Above Grade Volume: X 23,628 Cu.ft. X 23,628 Cu.ft. 7,561 Cu.ft./hr 4,017 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 126 CFM 67 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1-- rifiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) ifiltration & Ventilation Latent Gain Multiplier: 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) rifiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Vinter Infiltration Specified: 0.320 AC/hr (126 CFM), Construction: Average Summer Infiltration Specified: 0.170 AC/hr (67 CFM), Construction: Average Supply Main Attic 166 0.12 6 150_ No Return Main Attic 16B 0.24 6 56 No \\SBS201 1\RedlrectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM I Rhvac Residential &:.i�ttft�Comr�iai �YAO loads. � ,_ W� a �` III °� � � „>,� �� �� � = Spftware De�t►�erttfi Imo; � V 11 pll lhhu i i ulul # - II �N �- - 111 h ^ °TM � �tlfflSYl�@ i'ieatl� 8c If1C -I. .,r• 'h Il�i Bur�!V!Ni ry 7 u II I II Total Building Summary Loads hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.31, 247 6,662 0 8,072 8,072 SHGC 0.35 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.29, 21 531 0 200 200 SHGC 0.3 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.33, 82.8 2,377 0 2,084 2,084 SHGC 0.35 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.29, 22.5 568 0 760 760 SHGC 0.3 hbt: Glazing -hbt, u -value 0.31, SHGC 0.35 30 810 0 320 320 Front Door: Door - 39.4 480 0 133 133 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 2049 11,588 0 1,771 1,771 cavity, no board insulation, siding finish, wood studs 15BO -1 Osf -8: Wall- Basement, , R -10 board insulation to 722.7 3,372 0 62 62 floor, no interior finish, 8' floor depth 16B- 44- ad: 'Roof /Ceiling -Under Attic with Insulation on 1566.2 2,998 0 1,653 1,653 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R -44 insulation, dark asphalt 21A -32 -v: Floor- Basement, Concrete slab, any thickness, 1594.8 2,775 0 0 0 2 or more feet below grade, no insulation below floor, vin I covering, shortest side of floor slab is 32' wide Subtotals for structure: 32,161 0 15,055 15,055 !. People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,751 360 2,159 2,520 Infiltration: Winter CFM: 126, Summer CFM: 67 11,701 1,553 928 2,481 Ventilation: Winter CFM: 0, Summer CFM: O , . .w., _ ^ .__.. 0 0 0 0 Total Building Load Totals: 48,613 2,773 19,942 22,716 Total Building Supply CFM: 934:. CFM Per Square ft.: 0.295 Square ft. of Room Area: 3,162 Square ft. Per Ton: 1,670 Volume (W) of Cond. Space: 30,015 Total Heating Required Including Ventilation Air: 48,613 Btuh 48.613 MBH Total Sensible Gain: 19,942 Btuh 88 % Total Latent Gain: 2,773 Btuh 12 % Total Cooling Required Including Ventilation Air: 22,716 Btuh 1.89 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 3 your design conditions. i \ \SBS2011\RedirectedFolders ...\Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM m '1 Main Floor Summary Loads hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.31, 247 6,662 0 8,072 8,072 SHGC 0.35 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.29, 21 531 0 200 200 SHGC 0.3 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.33, 82.8 2,377 0 2,084 2,084 SHGC 0.35 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.29, 22.5 568 0 760 760 SHGC 0.3 hbt: Glazing -hbt, u -value 0.31, SHGC 0.35 30 810 0 320 320 Front Door: Door- 39.4 480 0 133 133 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 2049 11,588 0 1,771 1,771 cavity, no board insulation, siding finish, wood studs 15BO -1 Osf -8: Wall- Basement, , R -10 board insulation to 722.7 3,372 0 62 62 floor, no interior finish, 8' floor depth 16B- 44 -ad: Roof /Ceiling -Under Attic with Insulation on 1566.2 2,998 0 1,653 1,653 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R -44 insulation, dark asphalt 21A -32 -v: Floor - Basement, Concrete slab, any thickness, 1594.8 2,775 0 0 0 2 or more feet below grade, no insulation below floor, shortest side of loor slab is wi de vi covenn p Subtotals for structure: 32,161 0 15,055 15,055 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,751 360 2,159 2,520 Infiltration: Winter CFM: 126, Summer CFM: 67 11,701 1,553 928 2,481 Ventilation: Winter CFM: ),Summer CFM: 0 0 0 0 �0 System 1 Main Floor Load Totals: 48,613 2,773 19,942 22,716 Supply CFM: " 934 CFM Per Square ft.: 0.295 Square ft. of Room Area: 3,162 Square ft. Per Ton: 1,670 Volume (ft3) of Cond. Space: 30,015 - Total Heating Required Including Ventilation Air: 48,613 Btuh 48.613 MBH Total Sensible Gain: 19,942 Btuh 88 % Total Latent Gain: 2,773 Btuh 12 % Total Cooling Required Including Ventilation Air: 22,716 Btuh 1.89 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. \ \SBS2011 \RedirectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM ►stem 1, Zone -1 Sum hot: ulazing -not, ground reflectance = 0.23, u -value 0.31, " 133.5 "" "3,600 0' 4,165 4,165 I SHGC 0.32 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.29, 21 531 0 200 200 SHGC 0.3 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.33, 42 1,206 0 1,638 1,638 SHGC 0.35 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.29, 22.5 568 0 760 760 SHGC 0.3 , hbt: Glazing -hbt, u -value 0.31, SHGC 0.35 30 810 0 320 320 Front Door. Door- 39.4 480 0 133 133 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 1480.6 8,374 0 1,280 1,280 I cavity, no board insulation, siding finish, wood studs 16B- 44-ad: Roof /Ceiling -Under Attic with Insulation on 1566.2 2,998 0 1,653 1,653 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R -44 insulation, dark asphalt Subtotals for structure: 18,567 0 11,738 11,738 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 2,883 0 1,479 1,479 Infiltration: Winter CFM: 87, Summer CFM: 46 8,050 1,068 638 1,706 System 1, Zone 1 Load Totals: 29,500 1,928 15,655 17,583 P Supply CFM: 733 CFM Per Square ft.: 0.468 Square ft. of Room Area: 1,567 Square ft. Per Ton: 1,069 Volume (W) of Cond. Space: 15,662 Total Heating Required: 29,500 Btuh 29.500 MBH Total Sensible Gain: 15,655 Btuh 89 % Total Latent Gain: 1,928 Btuh 11 Total Cooling Required: 17,583 Btuh 1.47 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. \ \SBS2011 \RedirectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM r Resiclantiai &; LlgM Commerc�at HYAC Loads V" II PIV:� IVI YII h v yVjl - �! It@ fi1N�' MN1,8IR N1'!i l le bleating & A/C inc N I, - - le MN ��37 ulluu N °lly f- rt ti _.�' ".. �.� ICI � I�IIIn ilpulyuull,iu�, illy I <<I,��ul,lu �` W�flgl��r��"�IIIIIOYYI "JIVwm �MVuuul �������RG���ff .� �uVWu�� WeS�t EN em 1, Zone 2 Summary Loads (Peak Load Procedure � for Rooms ) = 0.23, u -value 0.31, SHGC 0.35 hbt: Glazing -hbt, ground reflectance = 0.23, u -value 0.33, 40.8 1,171 0 446 446 SHGC 0.35 12F -0sw: Wall- Frame, R -21 insulation in 2 x 6 stud 568.4 3,214 0 491 491 cavity, no board insulation, siding finish, wood studs 15B0- 10sf -8: Wall- Basement, , R -10 board insulation to 722.7 3,372 0 62 62 floor, no interior finish, 8' floor depth 21A -32 -v: Floor- Basement, Concrete slab, any thickness, 1594.8 2,775 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 32' wide 4 Subtotals for structure: 13,594 0 6,235 6,235 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,868 0 681 681 Infiltration: Winter CFMp 39, Summer CFM: 21 Y_ ..._.� 3,651 __..,W..... v 485 TM 290 775 System 1, Zone 2 Load Totals: 19,113 485 7,206 7,691 Supply CFM: 338 CFM Per Square ft.: 0.212 Square ft. of Room Area: 1,595 Square ft. Per Ton: 2,489 Volume (W) of Cond. Space: 14,353 -� �� , III" ° Total Heating Required: 19,113 Btuh 19.113 MBH Total Sensible Gain: 7,206 Btuh 94 % Total Latent Gain: 485 Btuh 6 % Total Cooling Required: 7,691 Btuh 0.64 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. ASBS2011 \RedirectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM \ \SBS2011 \RedirectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM Rttva FlWdw teal & Light Commercial HVAC t_oacls a^ urn Ism + "5oiiware ,�Y1 y,A .u..irl � �, , - LI _,Ilallu,ltl,lu, Heating & Crll b,tl,���PU �- '�'� ail "I�' DO trt nc. ih..- esct�t#' ..- a - Wimp IryI�II��,I� _ iiYNW I� IJIIPIG�I�I yl�.� _ GTI��ItldfitlYl��9�1 ���,,. ��tl., dl l�l .VVII I,I °11n��of�` 'lll hltl�ll'IfV'iCl I I Na �,. �` __ — . -�: ' Y"';. G1U1la't a�i53V /:,- _-sn''V` � '1 II ItJll lr ^;a'I IIVI�I�tl1�9 •.. fyalVlnll�,l��{Ml�4 r. ':....f1m Ipl �tl9'WIR�Ii OEM System 1 Room Load Summary P ' -- -Zone 1 - -- 1 Foyer/Dining 188 4,765 64 1 -4 669 1,247 166 58 58 2 Kitchen 192 1,854 25 1 -6 411 1,723 77 81 81 3 Dinette 112 5,036 67 1 -8 497 3,704 140 174 174 4 Great Room 256 4,706 63 1 -8 521 3,884 150 182 182 5 Master Bedroom 221 4,725 63 1 -7 585 3,338 643 156 156 6 Master Bath 292 2,192 29 1 -3 504 528 84 25 25 7 Laundry 97 2,708 36 1 -3 427 447 526 21 21 8 Den 209 3,514 47 1 -3 748 784 142 37 37 Zone 1 subtotal 1,567 29,500 395 15,655 1,928 733 733 -- -Zone 2 - -- 9 4Basement 1,595 _ 19,113 256 1-10 619 7,206 - -- - _....._... 485 338 mm 338 Zone 2 subtotal 1,595 19.11 -3 256 7,206m _ 485 338_ 338 Duct Latent 360 System 1 total 3,162�48,613651m_ _ -_ - -- 19,942 -- 2,773 934 934 System 1 Main Trunk Size: 11x16 in. Velocity: 764 ft. /min Loss per 100 ft.: 0.091 in.wg _Note: Since the s ys terms m 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. Net Required: 1.89 88%/12% 19,942 2,773 22,716 \ \SBS2011 \RedirectedFolders ... \Ron Clark Wescott.rhv Thursday, May 03, 2012, 3:40 PM c R U YQ Oz ¢ ❑ 0 ❑ ❑ fr 0 0 0 ❑ 0 X ❑ ❑ J ■ ■ r ■ ■ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION DATE OF SURVEY: LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address . North arrow and scale • House type (rambler, walkout, split w /o, split entry, lookout, etc.) • Directional drainage arrows with slope /gradient % • Proposed /existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage 41/ahz,' ELEVATIONS Existing' ❑ ❑ • Property corners / 7, ❑ 0 - Top of curb at the driveway and property line extensions ❑ X ❑ • Elevations of any existing adjacent homes ,' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ X ❑ . Waterways (pond, stream, etc.) Proposed 0 0 ❑ • Garage floor ❑ . ❑ ❑ • Basement floor 0 0 ❑ • Lowest exposed elevation (walkout/window) ❑ 0 • Property corners D ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ Easement line ❑ �' ❑ • NWL ❑ ❑ • HWL p ❑ • Pond # designation 0 0 • Emergency Overflow Elevation ❑ 0 • Pond/Wetland buffer delineation Y . Shoreland Zoning Overlay District Y (N Conservation Easements DIMENSIONS 0 ❑ Lot lines /Bearings & dimensions q� ❑ ❑ 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) ❑ 0 Show all easements of record and any City utilities within those easements �' ❑ ❑ Setbacks of proposed structure and sideyard setback of adjacent existing structures 0 0 Retaining wall requirements: r Reviewed By: A Date � ,/- G:/FORMS /Building Permit Application Rev. 11 -26 -04 Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN 952.a Denotes Existing Elevation �T Job # B1601.10 -121 Book /Page: 263/7 981.5 Denotes Proposed Elevation 1V Scale: 1"=20' Date: 04/11/12 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 ELEVATION = 882.64 TREE PRESERVATION AREA I 3-1 Ixsmum Slopes 880 .¢ S89 041'44 "E ��6 106.0 f ,etai ing Wall WIN ��� 53.00 - :53.00 - j �e 10 10 PROPOS 89 �9 ?R 88oR SwALE �� 9s EXISTING STO�WAo LL 887.3 888.2 89A 6 � $6. N RETOP WALL f 883.7 �� _ 884.3 4- 884.6 `r 884 IO ABOVE I 8$4.6 ��yg ��� R I DECK PORCH I �� , _PROPOSED ABOVE 1 ABOVE t RET. WALL 88'2 19. 882 O 1 � 88�s 15.83 M $� 885. I I w 885.6 I o cv I 88F9 0 ri 12.25 �� qo 15.33 0 $e° I 0$e _J 15.00 9.92 co 12.63 M 11.04 8814.00 Q oCONC. y CN -PATio = #3577 3575 2 U ° � t l s 2.0 y # NQ N Lot Area: 6630 S. F. o 8 O) Lot Area: 6610 S.F. o O e Coverage: 2211 S.F. p,_ z _ 882.3 2 d Coverage: 2356 S.F. N g ° o a- - F886.0 PROPOSED BUILDING t M �0 2 N 886.2 14 = 13 ;.. a 9 890.0 14.96 N 890.0 Ch w N c0 18.38 � N SB�9 0 0;1 � I $ i PORCH � 116 . 886 0 (0 O PORCH J I NO o O - - -- O - - -- O * o O z w 8908 O O a r * z L .oPERIM 0 Q (N O C7 O � io2 54_62 21.04 19.00 e9 - - -- 32.38 F8-- - - - -- 1 CANT. 890.8 O d90O 890.8 CANT. 0-� - O 0'a r � � O � 88R o 53.00 - 9 I 53.00 g - e66 �I N89 °53' "E u-) 106.00 e TEEL PO STEEL POST �� - T�c 66 i PRD S 79'5 sER D $79: V DE AND I A CAIN �0 N F B. 3 �� Ln Ai. TT1RF IS ESTARI SHED LEMIEUX CIRCLE LLtR 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. -/", -/)? Oliver Surveying & Engineering, Inc. By: Rick M. Blom, LS Land Surveying• Civil Engineering• Land Planning License No. 2172 9 580 Dodge Ave. Elk River, MN 55330. 763.441.2072 fac. 763.441.5665 Date: 04/12/2012 www.oliver- se.com C MiTek® 3s77 LZ-M ,&u x e4e . Ame . rrowir .4ff /01/ 3 M ill Tek USA, Inc 14 er Forty Drive Suite 300 Chesterfield, MO 63017 -5746 314- 4341200 Re: 89240 RON CLARK CONST. MJL The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Scherer Brothers Truss Divn. Pages or sheets covered by this seal: I19280136 thru 119280136 My license renewal date for the state of Minnesota is June 30, 2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. C] I Hereby certify that this plan, speci- fication, or teport was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Enfline under the laws of the Stat innesota./ M�� kYAQ011MWO;� DATE REG, NO. 21980 EAGAN REVIEWED BYA DATE: —7117112-- OA1 /IVSJ°�ta>�) BUILDING IN PECTIONS DIVISIn ^" July 10,2012 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSMI 1. • 14 Job Truss Truss Type Qty Ply RON CLARK CONST. MJL 8 5X8 iq.5 6 9 3X6 119280136 89240 G- ROOF TRUSS 1 1 1 UNIT YF 12 5X5 i Job Reference 'oral Scherer Brothers Truss Division, Albertville, MN 55301 • I 6-10.8 o-e ,1 13 0-1 s1 s-1a SEE NOTE 1 BELOW FOR DAMAGED CONDITION 7 -2 -7 HNH18 7 /.'daU S PUG CJ LU1l FA I OK 11 Kn IVO JUI 1V Vp.VO.W av,c 5.10.12 Scale = 1:103.4 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -2 =- 282910, 2-3--2810/0,3-4=-2586/0,4-5=- 728/17, 5- 7=- 667/56, 7 -8= 511158, 8-9 =- 728/23,9 - 10=-3205/0, 10-11 =3058/6; 11-112=-3265/0,12-113= 356610' 13- 14=- 3704/0, 1- 25=- 2467/0, 4-6=- 2040/3, 6 -9= 2041/3 BOT CHORD 24-25= 264/323,23-24=0/2229,22-23--0/2189,21-22=012189, 20-21=0/2608,19-20--0/3070, 18-19--0/3070,17-18=0/2637,16-17=0/2813,14-16--0/2813 WEBS 2-24=-586t29,4-23---13/277,4-21=-41/520, 9-21=-262/202,10-18= 963/2,11-18=0/1080, 11- 17= 0/337, 12- 17=- 361/69, 1- 24= 0!2243, 9-20= 0/1137, 10- 20=-1108/48 NOTES 1) Repair Condition: web 9 -21 has 0-1-0 long break centered at 6-3-5 above joint 21. 2) N/A 3) N/A 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -05; 90mph; TCDL= 6.Opsf BCDL= 5.Opsf; h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131' x 1.5") in pre - punched toles provided. All nail holes must be filled (5 Nails per side 10 nails total). 9) See BEH18 DETAILS for plate placement. 10) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 11i +ibiSArmw,lla%been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® WARII* - Verify dexig. pa mreet. and RW N0T M ON TWS AND DWL WED W7W JUIPERSNCS PAGE AU 7478 AWORS USA Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of componNlt is responsibility of bulking designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB -89 and SCSI BuBding Component Safety Intormatbn available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 f Southern Pme lSP or SPD1 lumber is soecified, the deslan values are those effective %V00112 by ALSO or proposed by SPt8. I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- I s of a Stat of Minnes STEVEN E. FOX DATE REG. NO. 21980 July 10,2012 MiTek' 14515 N. Outer Forty, Suite 03W Chesterfield, MO 63017 BEH18D BEH181) e.00 12 2x4 II 5X8 Q 8 5X8 iq.5 6 9 3X6 3 5x5 = 7x8 — 3X6 i 10 11 2 3x6 12 5X5 i 4x6 '� 1 13 4X6 BREAK ¢j 14 1I`? 25 24 23 22 21 20 1918 17 16 7X10 I 3x4 ) 4X6 = 3 — — 4x6 = = 3x6 = 2x4 I I APPLY 2X4XT SPF No.2 SCAB(S) TO EACH FACE OF TRUSS CENTERED ON BREAK ATTACH WITH 10d (3" X 0.131 ") NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 ROWS SPACED 0 O.C. STAGGER NAIL SPA-0-0 CING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.0 i SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. 0. 10.8 e•1 -8 7 -z -7 7 -1.6 a -1 3-7-8 31-1 5-8-4 5-10-12 Plate Offsets (X,Y): [1:0- 2- 4,0- 1 -12], [5:0 -0- 11,0 -1 -2], [7:0- 1- 3,0- 1 -12], [8:15 -2- 15,24 -3-5], [11:0- 5- 8,0- 1 -12], [14:1 -5. 14,0- 1 -12], [14:2 -10- 10,0- 1 -12], [17:0- 2- 8,0 -1-8], [18:0- 2- 8,0 -1 -12] ]20:0 -2-8 0-2 -0],r23:0-2-8.0-1 A [24:0 -1 12 0 2-O] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.98 Vert(LL) -026 20 >999 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.54 20-21 >999 180 MII18 141/138 LL 0.0 Rep Stress Incr YES WB 0.99 HOrz(TL) 020 14 n/a n/a DL 10.0 Code MNSRC1TP12002 (Matrix) Weight: 252 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 11 -15: 2 X 4 SPF 240OF 2.OE, 5- 7,7-8: 2 X 4 SPF 165OF 1.5E 2 -M oc purlins (3-0 -2 max.): 10 -11, 4-9. Except: BOT CHORD 2 X 4 SPF No.2 1 Row at midpt 4-6,6-9 WEBS 2 X 3 SPFS No.2 *Except* BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. 4 -21,9- 21,1 - 25,10 -20: 2 X 4 SPF No.2 WEBS 1 Row at midpt 2 -23, 421, 6-21, 9-21, 10-18, 10-20 SLIDER Right 2 X 8 SYP 240OF 2.0E 3-8-3 JOINTS 1 Brace at Jgs): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 25= 253610 -5-8 (min. 0-4-0),14=2668/0.-5-8 (min. 0-43) Max Horz 25= 317(1_C 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -2 =- 282910, 2-3--2810/0,3-4=-2586/0,4-5=- 728/17, 5- 7=- 667/56, 7 -8= 511158, 8-9 =- 728/23,9 - 10=-3205/0, 10-11 =3058/6; 11-112=-3265/0,12-113= 356610' 13- 14=- 3704/0, 1- 25=- 2467/0, 4-6=- 2040/3, 6 -9= 2041/3 BOT CHORD 24-25= 264/323,23-24=0/2229,22-23--0/2189,21-22=012189, 20-21=0/2608,19-20--0/3070, 18-19--0/3070,17-18=0/2637,16-17=0/2813,14-16--0/2813 WEBS 2-24=-586t29,4-23---13/277,4-21=-41/520, 9-21=-262/202,10-18= 963/2,11-18=0/1080, 11- 17= 0/337, 12- 17=- 361/69, 1- 24= 0!2243, 9-20= 0/1137, 10- 20=-1108/48 NOTES 1) Repair Condition: web 9 -21 has 0-1-0 long break centered at 6-3-5 above joint 21. 2) N/A 3) N/A 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -05; 90mph; TCDL= 6.Opsf BCDL= 5.Opsf; h =25ft; Cat. 11; Exp B; enclosed; MWFRS (low -rise); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131' x 1.5") in pre - punched toles provided. All nail holes must be filled (5 Nails per side 10 nails total). 9) See BEH18 DETAILS for plate placement. 10) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 11i +ibiSArmw,lla%been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® WARII* - Verify dexig. pa mreet. and RW N0T M ON TWS AND DWL WED W7W JUIPERSNCS PAGE AU 7478 AWORS USA Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of componNlt is responsibility of bulking designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB -89 and SCSI BuBding Component Safety Intormatbn available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 f Southern Pme lSP or SPD1 lumber is soecified, the deslan values are those effective %V00112 by ALSO or proposed by SPt8. I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- I s of a Stat of Minnes STEVEN E. FOX DATE REG. NO. 21980 July 10,2012 MiTek' 14515 N. Outer Forty, Suite 03W Chesterfield, MO 63017 lvv N 1 > m �9 N rn Z v o rt to .p 0 �° G m C :2 I A�W In 3 C Q Z 0. D p s Q QQ�•� Q O n O Q 0 'i °Q 0❑ �` O Q o �2Q 0 CD ` ( 'p "� Q =O o 0 ° ((D ❑ > m� �Q0= _Q �D . 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Ali O Q❑ n❑.N❑ - y -Dim O '30 \V CD � �' � Oe r N � 3 CD r :4 Oo�O -NNQ G N m O O \ A /� �' 3 ❑y N Z o o� N D a > O s W i'D (D p p Z y O- 9-� W n N o ^ -Q p mn m (D (D O H OD (D m (n " ^' (D TOP CHORD a N �O - (ID V T O O 00 v O, (n A W N O Q Q zm° � °m °�� ' °°o° a Qo 00 o�c afl Q�Q c� !� 3 ° °O -Q c ° =mo om !T3 :E.2 Qa C N �.,• O °- < �. <(D Q a 7 W 0-0 O O 3 3 a m Q N CD O '3, (� p '^. < () < R ,Q N H (O Q -� CD' (Doo - oo o n.0 �._or CaT =oQ ?.2 3" 3�. •o0 3 �Q '�� 3W--V �o � (D ca. i o ❑ < n `_. 3 cQ � CD-0 m m •7 m a m 3 m o o <• 8,5 a o m m o 3 cD �❑ s 2° Q� F ^ _Q -� w3cD a ° -c �° Q aac QTj g� x 3 oQ °Q 3 3- n o� c ° 4 (D O V• pc °•ma (Q•�o ° 3 °o o° 0� ❑� Quo (D �o �� °3�° m 6!R mo ocoa Q" T V• c3 � -o 34' 8 ❑Q °Q n3 7° ID ao� m" W 33 mso " �'D� °a ca° xQ Q Ua (D. Q° a° � ❑c m m o m o.-. °3 �a O 7 0 ¢ Z" m m ° ° oO W ?= < (D o m aQ Q�� °� C, CD (4ao s �6pO °m m�•cac" Q7 �O » mo mon (o, o (Q. om o� ��' 0-12 -0 °� A°o~ Q� °°-0 Q a`? Q� am�� mo (D c c3 S°- HN Q.((DD OO 3O a ❑n °Q n" 4��' �-N� °- "' �Q °-Q _.0 Q �V Q•Q mH c6Qc $3 0 �° �° Q? ao'' msQ m 3 ° <oo° yz� a� do UT 5* oc5 p c �Q �p3 O m m cfl3 Q N Q� ❑_ O fl- N Q c p cco Q mm cD 3 3 aR C ° m ° 6OL (D u ay o ❑_ m� g° i C (D <•� Q CT 7' a 3 .nom. Q Z N O C �' m N Q3 -„ ❑ (D Q ❑❑ Q 1 O (D 3 CD N C O W (D Q O Q (O m 3 C Q N (O �, (O .< 7 Y• ❑ 33 5 �m A m- °G)Q �3 Q aC l o °_ 6m <�� m2 ^^ (0 Q� Q .OQ j� Wu� 60 �QO -�",. m0 Q- �Q❑ QN \/ ^ () O (O 3 O m ❑• 7 �j .� _' 7 -4 () O O O.7 Q Y O a -. (D'6 ° fl H O H > (D O m O O ID :8-R (D (D (D �° Ho o F. o o ga �°- Qo a� o'S o :3 2 ° CD (D Q < < m a3 a ° W a a m m g ❑� o° m o o Q �' Qo 3 Z m °(Q mQ W(° s oQ '° c o o a a o N� (❑u a ° o' 3T n O ma c� Q m° ° H "m mo m o W mQ -0 p5 o � 3 `< (D Z �m 3 G O m N Josh - Truss Truss Type Qty Ply RON CLARK CONST. MJL 119280136 89240 G- ROOF TRUSS 1 1 Job Reference (optional) Scherer Brothers Truss Division, Albertville, MN 55301 7.250S Aug 26 2011 mi t eK Inausiries, im. r ue vur ru uo.va.x a rc vayv c ID:Ri4N4fojWvA i sGu2rbQXz81AO- bKuFEJgvHzeK25kzKZIIGXk _ZDouOOtOvrb6yiyzX7h TES Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • A WARMW - Verify design parameters andRW NI07W ONETfffSAND ZWLWED AffWCRUPERM CB Part$ J f-7473 NWORS USK Design valid for use only with tATek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction's the responsibility of the M/ lek• erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Cdleda, DSB -89 and BCSI Building Component 14515 N. Outer Forty, Suite 11300 Safety Information avallable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. , _ _ - . ._„ Chesterfield, MO 63017 City of Eaapu Address: 3577 Lemieux Cir Zip: 55123 Permit #: 104130 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 Ok 4 4 LJO Porch ck,0 Lower Level Finish Deck Fireplace Yo • 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: i G:\Building Inspections\FORMS\Checklists 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