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3571 Lemieux Cir . , � � S � ����. � � � �� 1 ��(� 3 � �� � ��°� � �j.,� ���� Use BLUE or BLACK Ink ��� ���v�i r-------------,---� . � �l i � I For Office Use I � ` c �$C��3 ��� ���� �� . . �� (�,a� I Permit#: . � � `] � I � ' ' , 1 PermiE Fee: ��L�. � 383U Pilot Knob Road � ? � Eagan MN 55122 i � Date Received:• '� J�� � Phone:(651)675-5675 � �1 � �. � � � I Fax:(651)675-5694 � W ����p''� � � Staff: ' � ��J I � I ________________� � l�` 2014 RESIDENTIAL BUILDING PERMIT APPLICATION ��� �'` �l•� Date:,�• . Site Address:� �� + Unit#: �, �.y - '� ' Na'me:��"ri���1�„ Phone��.�G�'�� esrd r� . x' Owne Address/City/Zip"�� f;s.� '( ''�1T}'� Sr�; �(")1{..(�; �'1l�,(' C.�Cj�Q•?� . �. `- ;;� Applicant is: Owner Contractor �I ( --.i �o�' vw�- ��"� �' Description of work: ��*,��,�,� G�{�!�"�t,�. Cl�l"rir��f� �.���� �?' �� e °f ° . � 1'°+-� � � Con'struction Gost; • • Niulti-Family Building:(Yes�/No_) - � . . . �9 Corripany:���,��L���p��_Contact: � � ontra:c-:�pi' Address: ' ' Cify: � � State: Zip: Phone: � ,����` �� • . �_�y�����,: ' License#: d Lead Certificate#: � If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTWG A NEW BUILDING . In the lasf 12 months, has fhe City of Eagan issued a permit for a similar plan based on a master plan? � . . _Yes �o If yes,date and address of master plan: � • � � . LicensedPlumber:�,�'���_����:. Phone:�('7Z..G�+, .0 2. . . Mechanical Confraotor:,����/�LL1Z.��.,j'�_"�,,��/�_Phone•q��Z,�L�+.C�pp� Sewer&Water Contractor:�(,..�. Plione•�e�=`� . � ^( . �,��j ��MOTE-�P'a.n:s antl r�_porfin.g�alocume ts�fh�''��ou�submif�ar"'e�cons��eretl to�bespub{c�`rnfc�iriia�io"n"�� ortion�oi�� ..s �����.Iii`��r������i�'��� s� �"�,�r�� the�. r �or�rnay classrfie� a on ublic i ou jorovide specr�c�reason that�w uld p�mit:�ie C ty to� � x ,Q �._:� 5.�.- _ - _ ,onc�u e�t t ti►ey�are�t��aale ec'��e f`��;���t��������� �"� �.: ���x�.������. ..�.,, ,�.. ,-� �. *�.• � *�.�.�. .�.�..• �'�� CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 forprotection againsf underground utility damage. Cail 48 hours before you intend to dig to receive locates of underground utilities. www.ctooherstateonecall.ora ` . � � � I hereby acknowledge that this information is complete and accurate;that the work will be in conforrnance 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 permif;that the work wi11�6e in accordance wifh the approved plan in the case o.f work which requires a review and approval of plans. ' �. . Extertor work aufhoriied b}i a building permit issued in accordance with,the Minnesota State Building Code must be completed within 780 days of permit issuance. ' . ' • . . ` _ ! • . . X�L�-��'�� ' � . Applicant_s Printed Name t's gn ure . � • . , � , ' ' . Page 1 of 3 . . .. ..., � ����53 � �s�) � C.�v�►i�e� � �r� . � ' DO NOT WRITE BELOW THIS LINE .. . SUB TYPES � � _ Foundation Fireplace _ Porch(3-Season) ' � ExteriorAlteration(Single Family) . _ Single Family _ Garage _�Porch(4Season) _ Exterior Altet'ation(Multi) Mu.lti Deck Porch(Screen/Gaxebo/Pergola) .Miscellaneous • . �/ 01 of1Plex _ LowerLevei _ Pool � � _ AccessoryBuilding WORK TYPES � � New _ Interior)mprovement _ Siding • _ Demolish Building* _ Addition ' Move Building Reroof Demolish Interior _ Alteration . _ Fire Repair _ Windows Derrioljsh Foundation ��� _ Replace _ Repair _ Egress Window _ Water Damage ' •. � _ Retaining Wall *Demolition of entire building-give PCA handout to applicant II DESCRIPTION � . � • Valuation ��� Occupancy ��,��s� MCES System Pian Review Code.Edition ��� SAC Units. (25%_T00%� � Zoning � � .City Water Census Code Stories � Booster Pump � � . #of Units ' Square Feet PRV ' . �of Buildings � � Length � � . ' Fire Sprinklers �. Type of Construction _�_ Width � � � � _ . � REQUIRED INSPECTIONS � � � � � Footings(New Building) Meter$ize• . . ' Footings(Deck) � Final/C.O. Required . Footings(Addition) � Final/No C:O. Required . � � � Foundation � HVAC_Gas Setvice Test�� � Gas Line Air Test . Roof:_Ice&Water _Final Pool: Footings Air/Gas Tests � Final � Framing Drain Tile , Fireplace:�Rough In �Air Test �Final Siding:�Stucco Lath Stone Lath Brick Insulation Windows � � Sh.eathing Retaining Wall:_Footings_Back�ll � Final Sheetrock � Radon Control � � � Fire Walls � . � Erosion Control � Braced Walis Other: � Reviewed By: . �i- �� , Building Inspector � . RESIDENTIAL FEES � . ' � Base Fee . ' ����y�°Y� ���.::;x"� �! �-�, x��7� �`�? "' r�(�I � � � � �� Surcharge . ,/� �� �� �`���'� �' �.�f '�!�'� 9 �j � �3 �o� �J Plan Review ��,� MCES SAC hn �� l J��'J'` �\/ .��r �I�'% � Je�� �!J'�i �� �,, � � t Cify SAC (� . I ���,�. _ . � �O S-� . Ufility Connection Charge ' � ���,�,,, � '��v � t . � S&W Permit&Surcharge -`� ,�. � � � . � . Treatment P1ant � /��°"���"1,�1 ��` �-� �.,. . S �� . � � I �,1 � ✓ � Copies � � �'����.Q . � i ��� (�r TOTAL . . �� t . : � �Page2of3 � � � �.g� �� Y 'New Construction Energy Code Compliance Certificate Per Nll01.8 Building Certificate.A building certificate shall be posted in a permanently visible bcation inside Date Certifica[e Posted the building. The certificate shall be completed by the builder and shall list informaGon and values of components listed in Table N1101.8. Mailing Address of[he Dwelling or Dwelling Unit City � . 3571 Lemieux Circle Eagan Name of Residential Contractor � MN License Number � Ron Clark Construction & Design �22p THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) I w' i o � a � � Active(�Yidh fan and monomeler or H � � olher sysfem monaZorirtg device) iC o � "� o y � a' �O � U N � b �' .. � � Q� Q� � U � b � . . U �a o N N o Q w X o Insulation Location � o z � � cj W 2' �� o � � � v v -c � � � � � � � � . . H � z w w w° w° � a: a! Other Please Describe Here �eto�Entire Sl�b X '' Foundation Wall R-�J X Exterior k'oundation Wall At Walk Out R-'�Q � Interior Rim Joist(Foundation) R-12 X �nterior Rim Joist(ls`Floor+)' X wa�► R-19 X Ceiling,flat R-44 X Ceiling,vaulted X Bay Windows or cantileveretl areas �-3� ' X Four Season Porch Above Unconditioned Space R-35 X X F.GorelownR30 / 1^RigidRS Describe other insulated areas f Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 x Not applicable,all ducts]ocated in conditioned space Solar Heat Gain Coefficient(SHGC): 035 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 FUe►Type GAS 'Electric R-410A rass��e Manufacturer Bryant Marathon Bryant Powered Interlocked with e�aust device. 1�oae� 9�2SB36060S�14 MR105245 CA13030 1�escribe: Input in 60�000 Capacity in 105 ��Put� 2.5 Other,describe: Rating or Size BTUS: Gallons: Tons: ` Heat Loss 51a180 Heat 20,408 Location of duct or system: Structure's Calculated Gain: AF'[JE or 92% SEER: 13 HSPF% Calculated 23,536 Efficieuc 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 X Heat Recover Ventilatar(HRV) Capacity in cfins: Low: 64 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: BaSgrpent Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Flex Total ventilarion(intermittent+continuous)rate in cfins: "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.burnsvilleheatin�.com Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 3571 Lemieux Circle 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 3215 Total required ventilation 100 Basement—finished or unfinished) Number of bedrooms 1 Continuous ventilation 50 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 �f���,r��C� ��f5a 115/58 130/65 145/73 � 160/80 175/88 � 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table orequation. 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 Pag2 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: 64 High cfm:150 Continuous fans rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions—Choose the method of ventilation,balanced or exhausts only.ealanced ventilation systems are typically HRV or ERV's.Enter the low and high cfm amounts.Low c m air flow must be equa/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.J 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 80 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 m 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) Control Located In Mech Room 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 insta/lation instructions require or recommend the equipment to be inter/ocked 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: Location 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) �_ _.__ __ — — .._..__�_� .-- ._. 2 � Page , I Directions—In order to determine the makeup air, Table 501.3.1 must be filled out(see belowJ.For most new installations, column A will be appropriate,however,if atmospherically vented appliances orsolid 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 rigidJ 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 3215 unfinished basements) Estimated House Infiltration(cfm):[1a 482.25 x lb] 2.Exhaust Capacity 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); Z40 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); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 482.25 above) Makeup Air Quantity(cfm); -107.25 [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 � 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 Ductdiameter II 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 Passiveopening 37-66 23-41 16-28 10-17 4, Passiveopening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67—100 47—69 29—42 ( Passiveopening 164-232 301-143 70-99 43-61 7 Passiveopening 233-317 144-195 100-135 62-83 $ Passiveopening 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 >379 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) 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 instatled, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustionair venf supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations fol/ow on the next 2 pages. ._ --- --.__ __ ........ _ ..� .�.__ _._ �� _ _ 4 � Page Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is calied 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/eoiler: _Draft Hood _Fan Assisted or Power Vent _X_Direct Vent Input: 80000 BTU/HR Water Heater: _Draft Hood _Fan Assisted or Power Vent _Direct Vent Input:_Electric BTU/HR Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS Volume: 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/hrinput of all combustion appliances Input: Btu/Hr ! Use Standard Method column in Table E-1 to find Total Required TRV: ft3 I Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input:_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 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= / 3000 = Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- _ Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/Hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per inz CAOA= 40000 /3000 Btu/hr per in 1333 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x =in Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the spuare root of Minimum CAOA CAOD=1.13 d Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. � _ — ___ ..��..� . _— - � . S � Page 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 1994to present Pre-1994 1994to 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 J,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,Q75 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 � Page 357� Lemieux Circle HVAC Load Calculations for Ron Giark � ���� �.�� ��� Prepared By: Alan Dobson Bumsville Heating&AfC Inc. 3451w Bums�ilfe Pkwy,Suite 120 Burnsviite,MN 55337 952-894-0005 Wednesday,September 03,2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are perForrned per ACCA Manuat J 8th Editian,Version 2,and ACCA ManuaE D. �V�� ��@t1��i�s��$�lf�'iOt'it(�1C�C�A��i�,�'.�t�+9�8 � �' M' r��'.��-�� �� ' ��.�E�I�B'�1 1� �i�7$ll�fB�„�ft���I��r��lt��`� -�� � � `�-�� �€z-�.-�� ,�'� �i� �� ' � �. � � �� �� � � � �����; �� ta`�}� 1n�.�-� ...�':e.�. .: ..� , ,.` .,$'° �`�.: <���,�;.;.,; x,��'�r�"��� �";�";e--,�...^�`�wk�'���� ..n?- ;�r �-�<� .,�•, .��..�� ��:� �m Pro ect Re ort _ _ _�: . . ��a� . . . �� :� _ r. � � ,. ..�_..�_ .�.��. `._� � .�;� � ' �.. ._ ,�.. . �.o � ; _ _ � ,� � .�. , �, Project Title: 3571 Lemieux Circle Designed 8y: Alan Dobson Project Date: Wednesday, September 03,2014 Project Comment: Ctient Name: Ron Cfa�lc Company Name: BumsviNe Heating&A/C Inc. Company Representative: Alan Dobson Company Address 3451w Bumsville Pkwy,Suite'f20 Company City: Bumsvitle,MN 55337 Company Phone: 352-894-Q005 Company Fax: 952-8940925 Company Comment: - � ,,� ��� � �-.- _�:, ,.� .. ,�, . . . w _ . ._ , .. � �� � _�.s �. �� � Reference City: Minneapolis, Minnesota Buiiding Orientafion: Front door faces West Daily Tem�rature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevafion Sensible Adj. Factor: 1.000 Elevation Total Adj. Faator: 1 A00 Elevation Heating Adj. Factor. 1.000 Elevation Heating Adj. FacEor: 1.OQ0 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum Rel.Hum Drv Bu1b Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35 ����,. �� `��.` ��" �� � ���€,.���. ��. � _ : _ ., , . ,_ _ , , x . . _ . . , e�._ ,., . _ . „ � Total Building Supply CFM: 956 CFM Per Square ft.: 0.297 Square ft.of Room Area: 3,215 Square ft. Per Ton: 1,639 Volume(ft)of Cond. Space: 28,925 _._., ,:,: � _ - �� <����� �� ��_�:.�`� � < - Total Heating Required including Ventilation Air. 51,980 Btuh ~ 51.180 MBH Total Sensihle Gain: 20,408 Btuh 87 % Total latent Gain: 3,128 Btuh 13 � Total Cooling Required Including Ven6lation Air. 23,536 Btuh 1.96 Tons(Based On Sensible+Latent) � � . �.. �, � . . . _ � �� �. � ��.� ,� , , _ . „ � �r ,- � , -:� �_ � < - _ . : � . �:�_ �.. _ � � . " . Rhvac is an ACCA approved Manuat J and Manual D computer program. Calcufations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimafes as building use and weather may vary. Be sure to se{ect a unit that meets both sensible and latent loads according to the manufacturec's performance data at your design conditions. \\SBS2011\RedirectedFalders_..\Ron C1arfc Avalon 3587 Lemieux Cir.�hv Wetinesday, September 03,2Q14, 10:16 AM 12hVa� �te�kle�al�t�ght�o�rraraercia����Lo�i�s r 1 �-F�e ��r�e�.'�►� � !ic �pyc�.msMv�i�;�e�bng�/j 1�JC'tnc ' , � y > , , ; �- ���,5���nbfiy�[��,; , DN�Qf�`F �.,S��a`t� '�" � �,;. . � .:_' ' .,_ ..r'S,c„3 �.�� n �.,.; � $ 6 .i':� ,�$,.,''-c .3 'ttS.'iK.s�� _ Miscellaneous Re ort " i,�T'"d�.� ��JJ>,�� � � `6p � "``� �� � '�������,,����" � '��,�'�����,�� �.� ,.��'�� .' ���� _. __ ._ � �.. .. . r. Winter: -15 -15.33 80% �n/a 72 n/a Summer. 88 73 50°k 50% ?5 35.17 ,.,. .� :,- �,��b w �. � �� - � �� �� � ��..��-�p �t�`s.�,�z.-� �'�.,a '"zs_�.;��''� ��«.,� ,.,:'-�: �r� � �,,,, .. � .._ . . ,.. ,_� '�. , '� a. ,•' .�'., ..�- .�. .. .. ._ „ ' . .. ,�� . Main Trunk Runouts CaEcutate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pcessure Drop: 0.1000 in.wg./1Q0 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft.lmin Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. Q in. Maximum Height: 0 in. 0 in. ��� w�r �"' � �„`t.. 2�° �.� ,�� t:� '"`� ��TM `aY��'.'� �.s'� -.�''�'� � kr s �x ,�Z�.,. =�`- .. - �:. . - �-.�za�.,� ���z. '��,x '-x .�,� � Winter Summer Infiltration Spec�ed: 0�320 AC/hr 0.170 AC/hr 154 CFM 82 CFM _. _..___. __._ ......_ ._ __.__ . __. _ _... .. __ __ _ ___. _ __ ._.____ _ ... _.. _ ..... . ._ _...... _ __ __.___ ..... Infiltration Actual: 0.320 AC/hr Q.170 AC/hr Above Grade Volume: X 28.925 Cu.ft. X 28.925 Cu.ft. 9,256 Cu.ft./hr 4,917 Cu.ft./hr X 0.0167 X 0.0167 Total Building lnfiltration: 154 CFM 82 CFM Total Building Ventilation: 0 CFM 0 CFM —System 1-- Infiltration 8�Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) lnfiltration&Ventilation Latent Gain Multiplier. 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) Infiltration&Ventiiation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(154 CFM), Construction:Average Summer Infiltration Specified 0.170 AC/hr(82 CFM), Construction:Average ,., . n�.�.. _ . � :_ ,.. ,. _3, .. _. �.,�� ,s �; � ,;� � � � , , � . �- , ,� ��= �-�` _ �: �, � � � -- �- � � , � � � Y _�����,��'� . .�."..�.��� .�'�` � �' ,a��. <s—�.?� � "-`'�� ��;�s �' .- .. ���'�..`r '�` .�3"��-r� � '` v��' ��` �-,.-�'#�' � - 1 SuPP�Y Main�. _. Attic _H_ �N 166 _ _0.12. n. � .�, 150� - -No� 1 Retum Main Attic 16B 0.24 6 56 No \1SBS2011\RedirectedFolders...\Ron Clark Avalon 3587 Lemieux Cir.rhv Wednesday, September 03,2014, 10:16 AM Rht►�c�wRes�c��ntial'� fif��mmetcialliY�� oa#ds r- � � � � 1 ��o�►��� �m� �_ $�rnsv�lte#lea�„r+g B��G ine � � �,57�£1„e1r�,�e�� , _ , a w ; Bt�n�vi1�:�N,��� �..r. •�� ,< .�•_� .���.,._� :.'°., ���,.. . �.:�-' .�` -�� � ��� �'�' , .n �.,<. .,. � . _ TotalBuildin Summa Loads � �x . � � : .�.� � ,� 3 - . .� �„ - �- ;a � f.r�.`�-,'t.!Y�'������r��` .,"� � ,.-°��'��� - ,�'. :� _ t �(� � ���,�`����':�-��".��,�`�,.,�� � ��e �� �` . hbt: Glazin -hbt, round reflectance=0.23, u-v y � 9 9 alue 0.29, � 3 � ~ 76 0 28 28 SHGC 0.3 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.34, 165 4,452 0 4,874 4,874 SHGC 0.35 hbt: Glazing-hbt, ground reflectance=d.23, u-value 0.33, 42 1,206 0 1,638 1,638 SHGC 0.35 hbt:Glazing-hbf,ground reflectance=0.23, u-value 0.3, 30 783 0 1,215 1,215 SHGC 0.37 hbt: Glazing-hbt, ground reflectance=023, u-value 0.31, 57 1,538 0 1,8Q6 1,8� SHGC 0.35 hbt: Glazing-hbt, u-value 0.31, SHGC 0.35 10 270 0 107 107 hbt:Glazing-hbt,ground reflectance=0.23, u-value 0.3, 20 522 0 810 810 SHGC 0.37 Front Door. Door- 20.4 248 0 69 69 hbt: Door-hbt 19 232 0 64 64 12E-0sw:Wal!-Frame, R-19 insulation in 2 x 6 stud 18772 11,105 0 1,966 1,�6 cavity, no board insulation, siding finish,wood studs R-5 wall:Wall- 698.6 4,134 0 732 732 RC Rim Joist:Wall-Frame,Custom, RC Rim joist 223.7 1,614 0 286 286 166-44-ad: RoofJCeiling-UnderAttic with lnsulation on 1619.3 3,099 0 1,709 1,709 Attic Floor(also use for Knee Walls and Partition Ceilings),vented attic, no radiant barrier, R-44 insulation,dark asphait 21A-32-v: Floor-Basement, Concrete slab,any thickness, 1594.7 2,775 0 0 0 2 or more feet below grade, no insulation betow floor, vinyl covering, shortest side of floor slab is 32'wide _ ._. -----._.. .... _. . .__. - _ _____ _,.___ .._.____.__.._._.. ...___ . .-------____----_ ._.___ _..__.._ _._.._ ..___.__._._.__. Subtotals for structure: 32,054 Q 15,304 15,3U4 People: 2 460 600 1,060 Equipment 400 1,200 1,600 Lighting: Q 0 0 Ductwork: 4,803 367 2,167 2,534 Infiltration:Wnter CFM: 154, Summer CFM:82 14,323 1,901 1,137 3,038 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 , _ ___._._,__ _______...____._ _ __....._.. ---__.._ ..._._... _.___._._ __._. ._..... ... __.__. _. ._ ,.._.�..._._._____._____. �. _.,_ _.,_ .... .____.. Total Building Load Totals: 51,180 3,128 20,�08 23,536 � . _ - „ ; � _ �� ,: �- �� - _ . -� . ., #:. .., ;����h�`,��._ ����,���-��;�,�_�: . . „� . ��_,. :.,��` .� - �;«�. , ,, .. � . , _ � k _ Total Building Supply CFM: 956 CFM Per Square ft.: 0.297 Square ft.of Room Area: 3,215 Square ft. Per Ton: 1,639 Volume(ft3)of Cond.Space: 28,925 �;?:i�'�`°�t�,��-'"�., ����--��.��.�s^�,€�•.. ,� ..yu `��`�"'�� -�`�`� ,�,� - '.;`� Total Heating Required Including Ventilation Air: 51,180 Btuh � 51.180 MBH Total Sensible Gain: 20,40$ Btuh 87 % Total Latent Gain: 3,128 Btuh 13 % Tota!Cooling Required Inctuding Ventilation Air: 23,536 Btui� 1.� Tons(Based On Sensible+Latent) - - - � _�� �'-�=� . ,� � �� �� : . � � � � . � � - ��� _. . .. � , „.. . . . , � a m > � � � ��.�-. . _ ,. . , .� . ,. . . _ ;. . . _ . Rhvac is an ACCA approved Manual J and Manual D computer program. Caiculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. A!!computed results are estimates as building use and weathe�may vary. Be sure to select a unit that meets both sensible and latent loads acxording to the manufacturer's performance data at your design conditions. USBS2011�RedirectedFolders...tRan Clark Avalon 3587 Lernieux Cir.rhv Wednesday,September 03,2014, 10:16 AM RE�vac���aM�aC�&#a��"t�flmtn��c�at�t'A� oa�s � ,<� ` °' � � �- � � {-� :��'�S �5���� rr� g ��.: :_ y� _ �, �, �.�Gm�@,'�'��'�1f��t!'}/�S��'r s �- '�-" �: � �a ; � �`' ., � �" -; •��«��' �"� . ����i`y��., : ��j :�fj a- . - � .t � . �, v�,�5 z. y ''s .��� .:��: �ESl+*_Rl����+JM�.yS�..�.,. . 4 . Fk" '.-t• 3 .S� t � .r''k D � r. 4-. . . '� �C�. ��" 1'Y3',r-}�'.3_�_f £i,k�..'§ ���:i A.:,-.-. . , T-..,..a?. a ,..,- ,. �....,�:s. �hi ...-�.F,..,..,x� r�,h$v. 5. , ,�'1^.^:',`.....,�. r._i. ..�i. .....v.. S stem 1 Main Floor Summa Loads .f � ��,y �,. . , �"1`r��z Y" :� •a�,. Y�. �� .�c.K4���T� Y hbt:Glazing-hbt,ground reflectance=0.23, u-value 0.29, 3 76 0� 28 28 SHGC 0.3 hbt:Glazing-hbt,ground reflectance=0.23, u-value 0.31, 165 4,452 0 4,874 4,874 SHGC 0.35 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.33, 42 1,206 0 1,638 7,638 SHGC 0.35 hbt: Glazing-hbt,grourtd reflectance=0.23, u-vatue 0.3, 30 783 0 1,215 1,215 SHGC 0.37 hbt:Giazing-hbt, ground reflectance=0.23, u-value 0.31, 57 1,538 0 1,806 1,8� SHGC 0.35 hbt: Glazingfib#,u-value 0.31, SHGC 0.35 10 270 0 107 107 hbt: Giazing-hbt, ground reflectance=0.23, u-value 0.3, 20 522 0 810 890 SHGC 0.37 Front Door: Door- 20.4 248 0 69 69 hbt: Door-hbt 9 9 232 0 64 64 12E-0sw:Wali-Frame, R-19 insulation in 2 x 6 stud 1877.2 11,105 0 1,966 1,966 cavity, no board insulation, siding finish,wood studs R-5 wall:Wali- 698.6 4,134 0 732 732 RC Rim Joist:Wall-Frame, Custom, RC Rim joist 223.7 9,614 0 286 286 96B-44-ad: Roof/Ceiting-Under Attic with lnsutation on 1619.3 3,099 0 1,709 1,709 Attic Floor(also use€or Knee Walls and Partition Ceilings),vented attic, no radiant trarrier, R-44 insulation, dark asphalt 21A-32-v: Floor-Basement, Concrete slab,any thickness, 1594.7 2,775 Q 0 0 2 or more feet below grade, no insulation below floor, __ vinyl coverin�, shortest side of floor slab is 32'wide _ __... _-.----_._ _ _.__ _._.------...__.... _ _.__._ ___._ _ __._____._...,_ ....__. ... _.--- ____ .__.____.�... Subtotats for structure: 32,054 0 15,304 15,304 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighiing: 0 0 0 Ductwork: 4,803 367 2,167 2,534 Infiltrafion:�nter CFM. 154, Summer CFM: 82 14,323 1,901 9,137 3,038 Ventila#ion:wnter CFM: 0, Summer CFM: 0 0 0 0 0 ----.__,.._ _____... _...__ . ..__.__.. .____.__.. _._._. .__. _._ ._ ..__.._...._ _.__.__ . ._._.._ . __._...___ _._..____�_ _ _,. _.. _.,.�_ ____._-- _.__.._,_,...__. System 1 Main Ftoor load Totals: 51,180 3,128 20,408 23,536 .;�_ �N . , ��� y , �.. � E ��_. . 1:� = �:.� ����� � �_ . ,_.,�s, _..__ -. _. � „ . . Supply CFM: 956 CFM Pe�Square ft.: 0.29� Square ft.a#Room Area: 3,215 Square ft. Per Ton: 1,639 Volume(ft3)af Cond.Space: 28,925 � ��`���'�;�� �,;�.��" �;�` t:��� ���,., � _ - 5�x>s=�.. �� =;�, � � s _ •,. - � r�:., r, _ . Totat Heating Required Inctuding Ventilation Air: 51,180 Btuh 51.180 MBH Total Sensible Gain: 20,408 Btuh 87 °lo Total Latent Gain: 3,128 Btuh 13 % Total Cooling Required Including Ventilation Air: 23,536 Btuh 1.96 Tons(Based On Sensible+Latent) � _ .� _., . _ ���' �� - i , . . ; t : , .. , . Rhvac is an ACCA approved Manua!J and Manua!D computer program. Calcufations are performed per ACCA Manual J 8fh Edition,Version 2,and ACCA Manua!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 pecformance data at your design conditions. \�SBS2011\RedirectedFolders...\Ron Clark Avalon 3587 Lemieux Cir.rhv Wednesday, September 03,2014, 10:16 AM l�va4�x R�file��t�Ligh�Commer�ial HV1�C Lnads �� � #ite u��MYa��, � ��c . � �ums�lle Hea�ng�3s:AIG inc ' y - : 7��e � Sutrrasv.iN4�:MN:a5��? . � ,;`.� _..°- .�, � � . ,r ...: _ ..... . . ... ...r'�'� e�: � � - , .. ... - • z � . . S stem 1, Zone 1 Summa Loads Peak Load Procedure for Rooms - ��� ������� ������-� ���������` �����. - .� ���. �. �. .� +��`-�u � '3.�Z"a zs �`u���'�r�-=�'`�'��i'"'.�+.'� �.�" �.� +.� r<' z��� ^� � • sr 3-�:.<. �.q . . . ,.. .l0 �����r�����,��"��'�'����_��`��.����������,s.u;�-� .��,r����� *��' hbt. Glazing-hbt,ground reflectance=0.23, u-value 0.29, 3 76 0 �28 28� SHGC 0.3 hbt:Glazing-hbt, ground reflectance=0.23, u-vatue 0.31, 90 2,428 0 2,262 2,262 SHGC 0.35 hbt:Gtazing-hbt,ground reflectance=0.23, u-value 0.33, 42 1,206 d 1,638 1,638 SHGC 0.35 hbt: Gfazing-hbt,ground reflectance=0.23, u-value 0.3, 30 783 0' 1,215 1,215 SHGC 0.37 hbt:Glazing-hbt,ground re�ectance=0.23, u-value 0.31, 33 890 0 1,278 1,278 SHGC 0.35 hbt: Glazing-hbt, u-value 0.31, SHGC 0.35 10 270 Q 107 107 Front Door. Door- 20.4 248 0 69 69 hbt: Door-hbt 19 232 0 64 64 12E-0sw:Wall-Frame, R-19 insulation in 2 x 6 stud 1243 7,352 0 1,302 1,302 cavity, no board insulation, siding finish,wood studs 16B-44-ad: RoofiCeiling-UnderAtticwith lnsulation on 1619.3 3,099 0 1,709 1,709 Aftic Floor(also use for Knee Walls and Partition Ceilings),vented attic, no radiant barrier, R-44 msulation,dark asphalt _ .._._--..._.___._ .._ ____._.. _ _-___.._,._.__ .. _..__. . __._..___ .._.__ ._ _._�_. __._�.._._ _..._.__ ..__._ _. . ____.__ _._..__ . . �, Subtotals far structure: 16,584 0 11,137 11,137 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ducfwo�lc: 2,416 0 1,391 1,391 infiltration:Winter CFM: 73,Summer CFM: 39 6,742 895 535 1,430 __ .._ _ _ __ _ _ _. _ _. . . . _ __ System 1,Zone 1 Load Totals: 25,742 1,755 14,863 16,618 `_"'� .H �.�����;.� ��`�€'� �����.°��s.. ��a'7-'�'.��'`�'�`�"'�+�.��,�'fit�"��'.^����a ,.�:' ��`�� "u'�v y _ ��. ,c�.. .f�J �z.. ,�- x_r � � sr ,..r ,.���- Supply CFM: � 696 xCFM Per Square ft.: 0.430 Square ft.of Room Area: 1,620 Square ft. Per Ton: 1,170 Volume(ft')of Cond.Space: 14,573 ::� ' '"s -r + a�u������°�'`F.� �;"3`��:.�`,�`>.�rt�w������..�. ?�:��'���� � ��= N�, �� �:; _. �$,�.��r=.�-� �-.� To#at Heating Required: 25,742 Btuh 25.742 MBH Total Sensible Gain: 14,863 Btuh 89 % Total Latent Gain: 1,755 Btuh 11 °lo Total C�ling Required: 16,618 Btuh i.38 Tons(Based On Sensible+Latent) a �Y`-�s 'y�`+h'��'r'*t� ���K� �z��v- � � � �`._ � -� s� �c c:= r�� •.v � s'�* °^�a. . .�����..., . .��?.. ,fi`^,. .,x,..,�.�;2 :�`r'v�����`°a.t ��°c .����"�-,����'��-��, ..z»�.. �Rhvac is an ACCA approved Manual J and Manual D computec program. Calculatians are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Alt computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and Iatent loads according to the manufacturer's performance data at your design conditions. \\SBS20111RedirectedFolders...\Ron Clark Avalon 3587 Lemieux Cir.rhv Wednesday, September 03,2014, 10:16 AM u�c '.ftes�cl� I�`�i-ghf��mr�ercial G�� �� ��`� �� � ���.��,� F �� � .�i�:,S��,� �N< �, �� � a 3�� � � � /� �. �j�ry��y�Npj� '`R"+2 �.°Y„ #' J..' '� e'� f -� P'L 3 5 '._MlllallLp+;.,t��s1'��x������� y 3 � -X �' i f : � .,r-s � ,. fY�yK+� ���"��, �'`L'�%'��� ��It{t$vinc°�It`�r'.�.3r���"° r�., .,. `r�. � ' . ,,,�.* ..._ .t „ .-„ �. .- .,�=��s��,3*,,���`',� -�- r-'*�,�°:�r�� _ -�-�""'�`' ;.,,�u-� S stem 1, Zone 2 Summa Loads (Peak Load Procedure for Rooms , . ; ��� � ._x . . , � � �a , .� ._� � _�� .�. � hbt:Glazin -hbt, roand reflectance-0.23, u f :_ ., . � �, g 9 - -value 0.31, 75 � 2,024 0 2,612 2,612 SHGC 0.35 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.3, 2d 522 0 81d 810 SHGC 0.37 hbt:Glazing-hbt,ground refle�tance=0.23, u-value 0.31, 24 648 0 528 528 SHGC 0.35 12E-Osw:Wali-Frame, R-19 insuiation in 2 x 6 stud 634.3 3,753 0 664 664 cavity, no board insulation,siding finish,wood studs R-5 wall:Wail- 698.6 4,134 0 732 732 RC Rim Joist:Wall-Frame,Custom, RC Rim joist 223.7 1,614 0 286 286 21A-32-v: Floor-Basement, Cancrete siab,any thickness, 1594.7 2,775 0 Q 0 2 or more feet below grade, no insulation below floor, vinyl coverin�,shortest side of floor slab_is 32'_wide _ - ---------_- ---___,___ __. ;___,�__________.__..__ ----...__ __._._._--. Subtotals for structure: 15,470 0 6,921 6,921 PeopEe: 0 0 0 Q Equipment: 0 0 0 Lighting: p 0 p Ductwork: 2,387 0 776 776 Infiltration:Winter CFM: 82, Summer CFM:43 7,581 1,006 642 1,608 _ _ __ ___... _ _. .__. _ __ _ _ _ . __ . __ _ _ . _.__ __ ._ _. . . . _. System 1,Zone 2 Load Totats: 25,438 1,006 8,299 9,3Q5 .� ..>z`'��� ;:�.� �'�. ����� ��. ��_ � - ✓Supply CFM: 389 CFM Per Square ft.: 0.244 Square ft. of Room Area: 1,595 Square ft. Per Ton: 2,057 Volume(ft')of Cond. Space: 14,352 :: , � �c �� �, r ,�, ., ��� " . ... , �, „ . . �-. „ , � m .. . .� «�-• �,���<�.�a,��� ,__�� , b. �� x , � . , , ,. �, `��.�. k Total Heating Required: 25,438 Btuh 25.438 MBH Total Sensible Gain: 8,299 Btuh 89 % Total Latent Gain: 1,0� Btuh 11 % Total Cooling Required: 9,305 Btuh 0.78 Tons(Based On Sensible+Latent) , . �_, ��� ,��_ �. � . � ° �'� �- �°".,� , �_ = k. . �� � 4� 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{oads according ta tF►e manufacturer's performance data at your design conditions. \\SBS20111RedirectedFolders...1Ron Clark Avalon 3587 Lemieux Cir.rhv Wednesday, September 03,2014, 10:16 AM R1rr►�� R���e�fia1��/? 'g`h/t�CQ,tr�t►�ercipi �l,� � � � x : < ` �k�,�� � ��i �i�`� i�'yn��t�-�; B��SV�I��Y�j,�T�,���Y��Y � '2 .,A � -G .rC }4/. .� Ev� Y�-<���y�� 5� 'Sh�� .4 w`Yqy�' �t��q "s � �I��1$��{ �wYiJ\��'.����z.f�- ,�.': �� ,S .: � s� .;e .{�>r`�s�. ,�'��;s°,3��� "��S'3"r�-9tx�.. 3- z �� ���� �a�� Detailed Room Loads - Room 9 - Basement Peak Fenestration Gain Pracedure r . � _ - - . �,.;. _ , � � _ � . � � __ .. .. . _ _. , . .. _ � r n. ...�� _ � , _.. ., , _. a.t -z 3 Room is in zone 2,which peaks at 10 am Calculation Mode: Htg. &clg. Occurrences 1 Room Length: 40.9 ft. System Number: 1 Room Width: 39.0 ft. Zone Number: 2 Area: 1,595.0 sq.ft. Supply Air: 389 CFRA Ceiling Height: 9.0 ft. Suppiy Air Changes: 1.6 AClttr Volume: 14,352.0 cu.ft. Req.Vent.Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 389 CFM Percent of Supply.: 0 °lo Runout Duct Size: 11 in. Actual Summer Vent.: 0 CFM Runout Air Vefocity: 589 ft./min. Percent of Suppiy: 0 % Runout Air Velocity: 589 ft./min. Actual Winter tnfil.: 82 CFM Actual Loss: 0.094 in.wg,/tQ4 ft. Actual Summer Infil.: 43 CFM � -�� �r ��. � -_ -�� ��' �, N-Wall-12E-Osw 40.9 X 9 368 x^ 0.068 � 5.9$ 4 2,177 1.0 Q 385 E-Wail-12E-Osw 39 X 5.6 140.9 0.068 5.9 834 1.0 0 148 E-Wall-R-5 wall 39 X 3.6 140.4 0.068 5.9 831 1 A 0 147 W-Wall-R-S wall 39 X 9 351 0.068 5.9 2,077 1.0 0 368 E-Wal(-RC Rim Joist 39 X 1.4 54.6 0.083 7.2 394 1.3 0 70 S-WaII-RC Rim Joist 40.9 X 1.4 57.2 0.083 7.2 413 1.3 0 73 W-WaII-RC Rim Joist 39 X 1.4 54.6 0.083 7.2 394 1.3 0 70 N-WaII-RC Rim Joist 40.9 X 1.4 57.2 0.083 7.2 413 1.3 0 73 S-WalI-12E-Osw 29.8 X 5.6 125.4 0.068 5.9 742 1 A 0 13i S-Wall-R-5 wall 29.8 X 3.6 107.3 0.068 5.9 635 1.0 0 112 S-Wall-R-S waU 11.1 X 9 99.9 0.068 5.9 591 1.0 Q 105 E-Gls-hbt shgc-0.35 0°loS 17.5 0.31Q 27.0 472 52.8 0 924 E-Gls-hbt shgc-0.37 0°!oS 20 0.300 26.1 522 55.6 0 1,191 E-Gls-hbt shgc-0.35 0°�S(2) 16 0.3i0 27.0 432 52.8 0 844 E-Gls-hbt shgc-0.35�%S(2) 24 0.310 27.0 648 52.8 0 1,268 S-Gls-hbt shgc-0.35 0%S 17.5 0.310 27.0 472 26.3 0 460 S-Gls-hbt shgc-0.35 0°kS(2) 24 0.310 27.0 648 26.3 0 632 Floor-21A-32 39 X 40.9 1594.7 0.020 1.7 2,775 0.0 0 0 _.. �. __.____- . ..___ ____._._..__ .____. ___ .___.�__.._ _..... .�_.___. - -----_ __�_.. . .___.___..�__. _ . ___.__. . __.--.. �..------ _---.---_.__ Subtotals for Structure: 15,470 0 6,921 Infil.:Win.: 81.6,Sum.:43.4 1,676 4.524 7,581 0.359 1,0� 602 Ducfinrork: 2,387 776 __ ____ . __ _.. __ __ . __ . .... .. _ _ . _.. . . ___. _._ _ _ Room Totals: 25,438 1,Q06 8,299 USBS2011\RedirectedFolders...\Ron Clark Avalon 3587 Lemieux Cir.rhv Wednesday, September 03,2014, 10:16 AM Rh�►a�`�te$��t��.igh��omm�r��a!�1�tA¢�.o��s ' � � ;� -� �� �� �-� ���� ►� "� !n�.F �3t�m�lte�i � ��/G�nC� ` �� �i �« � � � x � �� �'�� � ,��� � � , . . � �ums�til�`° N�53�7�-�� � , t � �° �- �` �'� ����- �-�"� :°� �..."� .g .,�:_� 7*e+e:�i. r� ..�x""�-r.�,� ..�..,�'�_�����.� S stem 9 Room Load Summa �,�� � ��' � � � � ��� � ��` , � �.,b � ��� ,�:~ ,�. ����-������=_ ���� � �` -Zone 1--- - - - 1 Foyer 54 828 11 1-2 471 220 26 10 10 2 Flex Room 151 3,716 50 1-5 345 1,004 134 47 47 3 Kitchen 380 2,297 31 1-7 345 1,968 78 92 92 4 Dining 128 4,379 59 1-8 451 3,364 123 158 158 5 Great Room 242 3,645 49 1-8 498 3,713 99 174 174 6 Master Bedroom 21$ 4,315 58 1-7 564 3,215 621 151 151 7 Master Bath 133 1,360 18 1-2 647 301 56 14 14 8 Mud Room 313 5,203 70 1-4 579 1,078 618 50 50 _ _ __ ___ _ __ _ __ __ . _ _ _ _ _._ __ . _ . __... _.._.. _ _ _...__ _ _ _ __. Zone 1 subtotai 1,620 25,742 345 14,853 1,755 696 696 --Zone 2-- 9 Basement 1,595 25,438 341 1-11 589 8,299 1,006 389 389 __ _ _ ___ _ . __ _ _ _ ____ .__ ._ ___ __ _ __ ____ Zone 2 subtotai 1,595 25,438 341 8,299 1,Q06 389 389 ___ __. _ .__ _._ _____ ... _ ___ __ _. . _ _ .. ._ __ _ _ ___ ____--__ . . _.__.. .. Duct latent 367 _ _ _ __ __ _ ._ _ _ _ __ __ _ . . . System 1 totai 3,215 51,180 685 2Q408 3,12$ 956 956 _ __ . _ _ _ _ _ _ _ _ . _ _ _ ___ _ _ __ _ _ _ _ ___ System 1 Main Trunk Size: 11x16 in. Velocity: 782 ftJmin Loss per 100 ft.: 0.095 in.wg __ __ . _ .__. . _ _ _ __ __ __. . _ . _. ___ __ _ _ ___ _.___ _ _ __. Note: Since the system is multizone,the Peak Fenesfration Gain Proc�dure was used to determine glass sensible'gains at the room and zone levels,so the sums of the zone sensibie gains and airflaws for caaling shown abave are not intended to equal the totals at the system level. Roam and zone sensible gains and coofing CFM values are for the hour in which fhe 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. �:`��'�;' � `�' F�. ,�� � _ _; ..w � � ` , �. �� � � ; ' � _,- . . � �� � � � ,� ��� � �� �;�"�;- '��' �`-��. �.,? . ,�. Net Required: 1.96 �87%/13% 20,408 3,128 ' 23,536 \1S6S2011\RedirecfedFolders...\Ron Clark Avalon 3587 Lemieux Cir.rhv Wednesday,September 03,2014, 10:16 AM � ' , LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: V��� I I �' �z � d('� ����'�—�'�' S DATE QF SURVEY: �.j�b I� LATEST REVISION: a� � c c� � U Q � O z Q DOCUMENTSTANDARDS �0' 0 � • Registered Land Surveyor signature and company �' ❑ ❑ • Building Permit Applicant � ❑ ❑ • Legal description � ❑ p • Address ,�' � ❑ • North arrow and scale � ❑ ❑ • House type (rambler,walkout, split w/o,split entry, lookout,etc.) �' p ❑ • Directional drainage arrows with slope/gradient% ' ,,8' ❑ 0 • Propased/existing sewer and water services&invert elevation ' �' ❑ 0 • Street name -� ❑ � • Driveway(grade&width-in R/W and back of curb, 22' max.) � O ❑ • Lot Square Footage �- ❑ ❑ • Lot Coverage . ELEVATIONS Existin �,0' � ❑ • Property corners � ❑ ❑ � Top of curb at the driveway and property line extensions ,� ❑ ❑ • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑� ❑ • Waterways (pond,stream, etc.) ' Proposed , ,� ❑ ❑ • Garage floor � 0 ❑ • Basement floor �. ❑ � • Lowest exposed eievation (watkouUwindow) � ❑ ❑ • Property corners ,�( � ❑ • Front and rear of home af the foundation PONDING AREA(if applicable) ❑ �' o • Easement line ❑ �( ❑ • NWL ❑�1 ❑ • HWL ❑ �8' ❑ • Pond#designation ❑ � 0 • Emergency Overflow E�evation � ❑ � p • Pond/V1/etland buffer delineation Y � • Shoreland Zoning Overlay District Y � • Conservation Easements DIMENSIONS � ❑ 0 • Lot Iines/Bearings&dimensions � ❑ ❑ • Right-of-way and street width (to back of curb) �' 0 ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) �' ❑ ❑ • Show all easements of record and any City utilities within those easements ,e' � � • Sefbacks of proposed structure an s' ar setback of adjacent existing structures �( ❑ ❑ • Retaining wall requirements: Reviewed By� G ,.2 Date�� G:(FORMS/Building PermitApplication Rev. 11-26-04 , . � Certificate of Survey for: RON CLARK CONSTRUCTIDN & DESIGN esz.a Denotes Existing Elevation �T Job # B1601.10-132 Book/Page: -/- 981.5 Denotes Proposed Elevation l� Scale: 1"=20' Date: 10/21/14 � "� Denotes Surface Drainage HOUSE TYPE: TOWNHOUSE FULL BASEMENT LOOKOUT O Denotes 1/2" iron pipe set PROPOSED HOUSE ELEVATIONS: • Denotes 1/2" iron pipe found. Q GARAGE FLOOR ELEVATION = 893.5 � . �=, TOP OF FOUNDATION ELEV = 893.8 ,� LOWEST FLOOR ELEVATION = 885.1 LOOKOUT ELEVATION = 888.1 �,. I . ♦ �i � •���_ �i ��,��♦ �i�� � ♦i��L� t_�`��♦ ����J L� � � ��i !`• ,_- S89°41'44"E 106.00 --_ - - ��o�� � 53.00 00$ 53.00 �o^�� � - - � � EXISTING � � STONE WALL �I � 891.7 , ���`� ���' ��� 888.7 �, ,- -=� -i-i-i=�-�-� � �� �o -i-i-i-i-i-� -i-i-i-i-i-i-i-i-i-i-i-i-i-i-i=i-i-� --- � �- --�-i-i-i-i-�-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i i-i-i-i-i-i=i i-i-i-i-i-i-i-i--- -�--- -i-i-i-i-i,-i-i-i-i-i-i-i-i i-i-i-i-i-�-i--i-i-i-i-i-i-i-i-i-i-i-i-i-�-�-�=�-�-� �-�- p � --I-I-I-I-I-I-I I-I-I-I-I-I-I I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I -I-I- $0 B92 ---i- - -i i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i i-i-i 0 �y _i_� 88 $ -�-�-�-�-�-� �i�i�i�����i�i�i�i���� i����- �� -I-I-i-i- 8 0 ��O_ �� _ _ _ --i-i-t-i-i-i-i -i-i-i- 0 �i 88 $°' `L � ae� �6 � S PROPOSED RETAINING yyq�� �9� ��� ;;; � .� $�� � 886.2 � 886.8 a 887.1 � � 888.3 � ., � .`. �e r----� ,� 886.5 e8� �8e i--- oi $� � � a �oDECK ��$ e$�� � 887.6�i�DECKoi $° * �$° o 8� 8�i 887.6 � 15.33 � 8 7.6 � 15.33 °. 888.6 i��_ 1 � a�'� - -- I '�' $5� 14.00 I I.0 � c�i 8� 12.67 12.67 ^�N � I I.0 14.00 � I � �j �F �� �1. � I N R � a � � � �'`� � c� �,9 � o J ♦ � w N �-- ? o � �� � wQ � � z a�o �cn I w � � J I N � � � � J I 3 � m I - ' w °° � #3573 N #3571 N � a�t L 3� °' z � � � Lot Area: 6,590 S.F. Lo t Area: 6,5 6 9 S.F. � � � z � I ��� Coverage: 2,163 S.F. Coveroge: 2,143 S.F. w � i� c�i� X I � 887 6 n PROPOSED BUILDING 11 � 888 0 � �o ���� w w � N 890.6 �G � 6 � p�e���� ��� �o � aso °° 8g!3 c° ° i I i 9� O � 18.0 $� f� 2 18.0 O L_ __ I °� ° �°�� 6 N cP Z � �� oi 9 �� � ---J p $ i PORCH ° �p PORCH �i�90 � � � ` �_ O --------J s I � ���z 893.3 °p 893.3 L------ � � ��� � � � � � � Q Q o u� � � � M u� $�o� "� Q Q � � � � � � � I.50�\ �����e �,�� 32.00 19.5 0 � 21.0 54.50 �°Q i � o� - � - - - - � � - - - - 90� - - �� ' � �A��,Q� �.�.� � 9� � g��� �, � � 9 0 1 ,�oe �\ ; � 53.00 �� �� 53.00 °� � � � - - - � ���� 6 - N S89°53'33"W 106.00 ..� . _�� �, � � � � - � S .�-.�-.-3.�..�,.�.. � ...� � ������ � . � _ _ \ ° ������� � � � 888 ��0- ��0�� �q��i-� ��:�...; ..� �. G �0 � ;"�,. \ � �� �� �� � I I I I I I I I I I I I I I - I O Q g��, 9�� - D D ���� ��AN M D ��MIElJX �%��l\ CL� D � D 'D D D� Lots 11 and 12, 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 & Enginee�ing, Inc. By: Riek M. BIOm, LS LandSurveying•CivilEngineering•LandPlanning License No. 21729 580DodgeAve. E1kRiver�, M1V 55330• 763.441.2072 fac. 763.441.5665 Date: 10/30/2014 wwvv.oliver-se.com Revised: 11/5/2014 east side elevations PERMIT City of Eagan Permit Type:Building Permit Number:EA130873 Date Issued:05/19/2015 Permit Category:ePermit Site Address: 3571 Lemieux Cir Lot:11 Block: 01 Addition: Pearlmont Heights PID:10-56950-01-110 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Pearlmount Heights Llc 7500 78th St W Edina MN 55439 Hearth and Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 638-3309 Applicant/Permitee: Signature Issued By: Signature City of Eajan Address: 3571 Lemieux Cir Permit#: 128653 The following items were/were not completed at the Final Inspection on: Uft H�E- k .. ,. 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 0 Porch Lower Level Finish Deck Fireplace x d • 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: GABuilding Inspections\FORMS\Checklists w . Use Li or B :4)._(„I11) k ,... For Office Use City Of EaPzall Permit#. Permit Fee: itt?:a. G7/ 3830 Pilot Knob Road t , Eagan MN 55122 Date Received: ?-.)41,-11 Phone: (651)675-5675 Fax:(651)675-5694 Staff: 014 RESIDENTIAL BUILDING PERMIT APPLICATION CA\ Date: 8 Site Address: ,,,35--7 / L rn I e LA X C i" a-it Unit#: °1.(44:)psotl Name: flit c-e, 4._ L k%Cr... "Pa.c foga, Phone:4212- — 73o -- 402-6"4 Resident, Address I City/Zip: 6--7 i 1..... p imecue c,'ic l Owner e Applicant is: OwnerA--"Contractor all - Type of Work it Description of work: giI). t C.k Construction Cost: ,/000 dr............ Multi-Family Building:(Yes le"../No ) i i Company: e it S 40Y11 i 40A-it_ Pe 6e. lti? Contact: M rk, mis,),isff, Contractor Address:„; 6,2,L, /2 g/i 5/ 1,43 City: A Si2.0&11i State:jliAL Zip:53?) 6,y Phone: 6 s--/- g6 9 - 4S/2 License#: 4 :57.2-,52:;'6 Lead Certificate#: If the project is exempt from lead certification, please explain why:(see Page 3 for additional information) p 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 Member: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Cali Gopher State One Call at(851)454-0002 for protection against underground utility damage. Cat 48 hours before you intend to dig to receive locates of underground utilities. 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 Buil Code m . A... pieted within 180 days of permit issuance. / of x iCk-4 / /tio irhi2Sii72 L/ Appl cant's Printed Name Applicant's Signature Page 1 of 3 3•si e u f t'r i4C-311 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage — Porch(4-Season) _ Exterior Alteration(Multi) — Multi X Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of_Plex * Lower Level _ Pool — Accessory Building WORK TYPES _ New — Interior Improvement _ Siding Demolish Building* K Addition _ Move Building , Reroof _ Demolish Interior 1 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 2,t121L)1 Occupancy px.L.,:),.., MCES System Plan Review Code Edition 44 IC SAC Units (25% 100%�) Zoning ,0 / City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction l',� Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: X Footings(Deck) Final/C.O. Required Footings(Addition) 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 1-'7, Other: Reviewed By: ,Building Inspector RESIDENTIAL FEES Base Fee to We_ Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge .-- Treatment Plant �, Iii/ " t) 6) " Copies14 f TOTAL Page 2 of 3 . . - ,. 14 ......--._3 iv 3s-11 L.,_„ ,,,,- c ,'(-- Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN 9s2.s Denotes Existing Elevation N Job # 81601.10-132 Book/Page: -/- 981.5 Denotes Proposed Elevation Scale: 1"=20' Date: 10/21/14 11"4" Denotes Surface Drainage HOUSE TYPE: TOWNHOUSE FULL BASEMENT LOOKOUT O Denotes 1/2" iron pipe set PROPOSED HOUSE ELEVATIONS: • Denotes 1/2" iron pipe found.I. GARAGE FLOOR ELEVATION = 893.5 TOP OF FOUNDATION ELEV = 893.8 ;� LOWEST FLOOR ELEVATION = 885.1 ' LOOKOUT ELEVATION = 888.1 r- .• , • r. 1,1 1'I /11 1, 1.I..1s Ns 1 11,1 1 '/1\11 `.1 11 11 1 1111,1 S89°41'44"E 106.00 - - v�� iir� 53.00 eoo� + 53,00 o•,e - I EXISTING 11 STONE WALL 1 0 891.7 1 1212 pati a 888.7 91t,L ei I---1-1-1-1-1-"I-1- - - - :� •� _ -I-1-1-1-1-I---1-I-I-I-I-I-I-I-I-I-I-I-I-I-1-1-I---- - - 1. -1-I-I-I-I-I-I-I-I-I-I-I-I-I-I--I-I-I-I-I-I -I-1-I-I-I I I I 1 1 i -I-1-171-I-1-1-1-1-1--1-1-I-I-I-1-1-I--I-II-I-I-I--I-I-I-I-I-I-I-I-I-I-I-I- 171 -I-I-I-I-I-I-III-I-I-I 441-1-1-1-1-1-1-1-i-1-1-17171-1- -I-I- ,' .B9 --- --I- - -I I-I-I I ITI I I ITITI I I I-h. _1_T4 L'I I v !!!! 2 v art _1_1-I-I-I- I-I-I-I-1-1-1- . 0 , 1 by PROPOSED RETAINING WAL 71 ego ��� 886.2 ,� 886.8 N. 887.1 4� 888.3 ', Qe r------1 , 886.5 ♦� L 6e ' 0 "�s o1 �� Io leve 6 2 r x•10 8 Io DECK 1� �v� .amu DECKoi $o �v° ,T ��� e i 887.6 0 15.33 �� �8E7.6� 15.33 888.6 I v/ 1 �� 4, ( --- � 50 �,' 14.00 11.0 Nee 12.67 12.67 �tiCNA 11.0 14.00 co E b 4 .0a�^. 4 z aoo a'N N I ila 00 3 00 ' I op N 1. 00 #3573 N #3571- N ; a Li I � z h� , `ro Lot Area: 6,590 S.F. Lot Area: 6,569 S.F. 16.21 M r z 0 e$/ Coverage: 2,163 S.F. Coverage: 2,143 S.F. w r, 1 , v) - 887.6 CV ro-1-j x W 12 PROPOSED BUILDING 11 c 888 o g0 W _ 890.6 8 0000 8�6 co 0,86 LI-LI...! N 00> 0�0 ' 3 O Li 89 O 18.0 t` 18.0 0 1 ° ° �9�6 OI 9,9 Z 0c/ I -_. ---� o �$ • ` PORCH ° O PORCH ;i% O $go> z 893.3 b 893.3 L Q d 7''''' .--------0 I r) �' W M 1f') e vi Q Q rO a) 00 °' 00 co - is' 1.50-.\ .v�" �e v�g9 32.00 19.5 0 " 21.0 54.50 109 cb _ ._ of 53.00 53.00 c di J - _ ____,,,,„„,, 0b ob N S89°53133"W r Avaql 106.00 " II .; /i _ �``' , ` 1:7 4,# .., 0 li TER CON kis $� 888 000 000 G 0�G � r. J QG ."L r I I I I • I I I I • I I I I I o L - D D 0009 00AN MH LEM/EUX ;%CIRCLE D. o ,;� o D Lots 11 and 12, 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. i2 Oliver Surveying & Engineering, Inc. By: Rick M. Blom, LS Land Surveying•Civil Engineering•Land Planning License No. 21729 580 Dodge Ave. Elk River, MN 55330. 763.441.2072 fac. 763.441.5665 Date: 10/30/2014 www.oliver-se.com Revised: 11/5/2014 east side elevations