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1516 Violet Lane �� 1'�3�'�� ', ��t� ��` . r � '� �� -)"'lo ��'(o'�: �p� �,� �� 3��'$ j��;�y' � �-� � t� Use BLUE or BLACK Ink � r----------------- � I For Office Use � I � �C I � Permit#: '. �J� ��Q I V�� ll�� , I � r,� p I ��E�Y�� I �o I I Permif Fee: '1' . 383U Pilot Knob Road � �/ � Eagan MN 55122 . MA Y L. Q � Date Received: � '��-1 ( Phone:(651)675-5675 11��i � �..� .I ' Fax:(651)675-5694 � Staff: - �_._____�__—___J S l,� - ( � ��4�� !-= . 2014 RESIDENTIAL BUILDING PERMIT APPLICATION D'afe: � •�. l,.��•. Site Addres�: � ' Unit#: .._. .. .... �� -� �•. . . X�r� �� ;`;{�X ° . s �. f�,� ,��, �� ; Name:�/��'r��k, Phone��72•��'�.,� ��; Residen ,�; ,.w.� ;��Owner �-_ f� Address/City!Zip'�� i;� -tSTl-f ST. 7Er��..I�.,�ty1,J. 5.�� E�� c . �� r g�`�� ' Applicantis: �Owner Contractor r� °�'Z �rr0��,�, +�' �� /� ��,� � ,� : Description of work: ��—,�.� GO��'7��(�.'rl.a�fi..�, (�� r-� �t �� u,�T�ype_,of'1Nork � (�b � � d .� Construction Gost: i Multi-Family Building:(Yes�/No_) . '� r T�� .... P y.�J��Z�� z,,r�4�� Com an Contact: :fi�� t ! ... � :. i_. . . � - : Address: City _ �;.� Co.ntrac:�o _ : ,s � p; . . �` K'" State::' Zi . . Phone: � ��. ��. � � ��u�� M� '";�`��"�"�� _��,�, ,r ��;�� License#: d Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) � � GOMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the Gity of Eagan issued a permit for a similar plan based on a master plan? , _Yes �o If yes,date and address of masfer plan: � Licensed Pluinber: ��i Phone:��7�.L�,��2. Mechanical Contractor: ��. .��/�1...�,,.,�..��.��_�"�'��_Phone:q��4.C�p0.� III Sewer&Water Contractor:�L� Plione: � . . "�; +�a.. '�k+r�`�s`y,�`^?n.w;�.�+"tir¢r-�.xm�`�,,.t .a�:��-.�rs��c--s•°-s.^nr �'.�: �-. .r .. �s�r--'� "s. .� � xr^�3--7�;+c� �aa ��,r s-y:; �NO�TE�uPlans and�support�ngptlocumenfs�;tha?t�y.o�,,,u�submrt�are cons►der�,eal#ojbe�publ�c�informafionF��or#ions of ,� '��.�th'�e'�nfo�rrna.ion9.ina: b�e�c'��`a sif[e ��s�"no'��T�'�ublicif'o��'f 7rovii�e"�s►efcific r asons��that would`�`ermif th�e`C� to :.?� #..`,�`4r'�'``�, 3 d� . i�+'�'��^°�,F_ �.�C.�,��„'�.� :�� k'��-Y��A�t'�F:Y'b�Y"'3`��f�r'�rs�;y.`r`'� �'�°'r«.'�i.xr.'3.7-2-'�i7� ..,�;� , � � �r :.�=,,v s��r�,.� r�a,at.. ; �Y �;,�a_:��i�"��`��_.� -. ,��,�x�.� �r.��` conclutlefliaththe 4are�fradesecrets ��r- �� :�� x�. _ �;��- ��. �� : .�.��s�, �, . _ ._.,.Y.,. " . . �-:.,,..» _.....,.. ._,.�...x_�.. .._ .r..0 •��:.��... �. .x..E.,__ �.�...:.�:"-. CALL BEFORE YOU DIG. Call Gopher Sfate One Call at(651)454-0002 for protection againsf underground utility damage. Call 48 hours before you intend to dig to receive locates of underground ufilifies. www.qopherstafeonecall.orq I hereby acknowledge that this informafion is complete and accurate;that the work will be in conformance with ttie 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 fo 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 authoriied by a building permit issued in accordence with,fhe Minnesota State Building Code must be completed witfiin 180 days of permit issuance. ' . � . � � � � X T�LLT,�—I�)�.. ' Applicanfs Pnnted Name fi's gn ure , Page 1 of 3 �� ` � Si � U� �� L�,,.�.� 1 � 3�� " DO NOT WRITE BELOW THIS LINE SUB TYPES � Foundation _ Fireplace _ Porch(3-5eason) _ Exterior Alferation(Single Family) Single Family Garage Porch(4-Season) _ Exterior Alferation(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _.Miscellaneous � 01 of�„Plex _ Lower Level _ Pool ' _ Accessory Building WORK TYPES . �'1( New _ Inkerior lmprovement _ Siding _ Demolish Building* ��Addition Move Building _ Reroof _ Demolish Interior Alteration Fire Repair Windows Demolish Foundation _ Replace _ Repair _ Egress Window Wafer Damage ' Retaining Wall *Demolition of entire 6uilding—give PCA handout to applicant DESCRIPTION Q� ' � Vatuation �� Occupancy ,�� MCES System Plan Review Code.Edition �� SAC Units (25%_'C00% ) . Zoning Cify Water Census Code� Stories Booster Pump � #of Units Square Feet PRV ' #of Buildings - � Length Fire Sprinklers . � Type of Construction' �� Width �" ,/ , �'7- . R�QUIRED INSPECTIONS . `: � Footings(New Building) MeterS.ize "` - Footings(Deck) �:Final'I C.0. Required - - Footings(Addition) � Final/No C.O.Required . " � Foundation HVAC ._Gas Senrice Test� Gas Line Air Test Roof:_Ice&Water _Final Pool: Footings Air/Gas Tests _Final � Framing Drain Tile . �C Fireplace:�Rough In �Air Test �Final Siding:^Sfucco Lath Stone Lath _Brick � Insulation . .Windows �i Sheathing Retaining Wall:_Foofings_Backfill_Final � Sheetrock Radon Control � Fire Walls ` Erosion Control Braced Walls � Other: Reviewed By: � ��,Building Inspector � RESIDENTIAL FEES {� �C��C�f I�"d 3 �CO �t �� f � � Base Fee 0�P �� Surcharge .� / Plan Review � �� I ��.�`` f /„ .� J l �� 4 l�%�a �°� MCES SAC . . � City SAC �'�� /� �!��` ",�" ,��j /�,� /� Utility Connection Charge �� f S&W Permit&Surcharge ,�i�� h . •- ,/��'� Treatment Plant r �� . � � � � �� `'� �` � �� `��' Copies ,. � � ` �4l t�I �"' TOTAL � �.�f� � Page 2 of 3 i �� New Construction Energy Code Compliance Certificate Per N1101.8 Bui(ding Certificate.A building certiScate shall be posted in a permaneutly visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table NI 101.8. Mailing Address of the Dwelling or Dwelling IIni[ City 1516 Violet Lane Eagan Name oT Residential Contractor MN License Number � Ron Clark Construction & Desi n 1220 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) o � � � �, Aeti�e{�ith fan�r�d monometer ar � � other syslem rrrPnitaring device) `� � � '� o P� � � o � U � �° a�Oi a � d � U � � � . � o D� Pa . o � ,o 0 Insulation Location � o z � � a w x o U p � w � o � � � � � ' H E E-° S Z w w w° w° � � cG Other Please Describe Here Below Entire Slab X ' Foundation Wall R-rj X Exterior Foundatian Wall At Walk Out ' ' f�-��' X irrter�or Rim doist(Foundation) R-12 X �nterior Rim Joist(ls`F(oor+) ' X wan R-19 X Ceiling,flat ' R-44 X Ceiling,vaulted X� Bay Windows'or cantilev�red areas ' f�-$� 'X Four Season Porch Above Unconditioned Space R-35 X X F.G ore�ownR3o / 1"Rigid R5 Describe other insulated areas ` Windows&Doors ' Heafing or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 x Not applicable,all ducts located in conditioned space Solar Heat Gain CoefficienT(SHGC): 0.35 R-value R-8 in gazage area MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code F��►Type GAS Electric R-410A rass��e Manufacturer Bryant Marathon BP�/811t Powered Interlocked with exhaust device. Model 912SB36060S14 MR105245 CA�13030 vescribe: Input in 60,000 Capacity in 105 ��Put� 2.5 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 54,3$4 ' Heak 20}365 Location of duct or system: Structure's Calculated' Gain. AFLTE or 92% SEER: 13 HSPF% Calculated 23�675 Efficienc cooling load: Cfin's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up fumace): Not required per mech.code Select Type X Passive 6"Flex X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 66 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfins: Low: High: Location of duct or system: Continuous e�austing fan(s)rated capacity in cfins: BaS@I1lellt Location of fan(s),describe: � Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Flex Total venrilation(intermittent+continuous)rate in cfins: "metal duct Created by RAM version 052009 . . t 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 1516 Violet Lane 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 3515 Total required ventilation 110 Basement—finished or unfinished) Number of bedrooms 1 Continuous ventilation 55 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 �; z 3 4 5 _ _ 6 " Conditioned Total/ Total/ Total/ Total/ Total/ Total/ space(in sq.ft. continuous continuous continuous continuous continuous con#inuous 2000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 35C11-4Q�IQ �,�,Qf�� 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)] =Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery 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\JK\Vent-makeup-comb air submittal(2).docx Page 1 of 6 • • S � 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: 66 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.Balanced ventilation systems are typically HRV or ERV's.Enter the low and high cfm amounts.Low c m air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. 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!ow 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.lf it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Section E Make-up air Passive(determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculations from Table 501.3.1) Other,describe: 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 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 fue!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 wil!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)pressurefactor (cfm/sf) b)conditioned floor area(sf)(including 3515 unfinished basements) Estimated House Infiltration(cfm):[1a 527.25 x 1b] 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); 240 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 527.25 above) Makeup Air Quantity(cfm); -152.25 [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 Duct diameter or no combustion vent appliances appliance or solid fuel �, appliances appliances ', Column A Column B Column C Column D ! Passiveopening 1-36 1-22 1-15 1-9 3 II Passiveopening 37-66 23-41 16-28 10-17 4 I Passive opening 67—109 42—66 29—46 18—28 5 I Passive opening 110-163 67—100 47—69 29—42 ( �I Passive opening 164—232 101-143 70—99 43—61 7 Ii Passiveopening 233-317 144-195 100-135 62-83 $ I Passive opening 318—419 196—258 136—179 84—110 9 � w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight 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 installed, use IFGC Appendix E, Worksheet E-1 (see be/ow). Please enter size and type. Combustionair vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. _ -- — __ __ 4 � Page " , Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: _Draft Hood _Fan Assisted or Power Vent _X_Direct Vent Input: 80000 BTU/HR Water Heater: _Draft Hood _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 ACN 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: etu/Hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input:_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 fVatural 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 etu/hr per in 13.33 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 1333 x =in Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 J Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. ___.__ - — ._ _._.__ . � _.w__�_.____.__.. _ ..�. ..__ _. . __ __ 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 1994 to 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 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 ' 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 5,500 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 dwellin s constructed under the 1994 Minnesota Ener Code.The default KAIR used in this section g gY 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 9 59 6 Violet Lane HVAG Load Ca/cu/ations for Ron Ciark �� , �� ,�� Prepared By: Alan Dobson Bumsvilie Neating&A/C Inc. 3451w Bumsville Pkwy,Suite 120 Bumsville,MN 55337 952-894-0005 Thursday,May 15,2014 Rhvac is an ACCA approved Manuai J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manuai D: . . r Rhvac Residentiat�,Light+�olntr�rcial MIAC Laads > = - Eide�4��e D�velopme�i#.�nc : rB�rns�nfie'Heafing;�i41C Inc �;Y ' '- r �_ ` ' �596 Violet"f.�ne; Butnsviile;iU1N:°�55�3'�,. <;" . °° - - � • . �,.-� . . ._._.�� .,. ..�.... � ,,. _�_ � r. ..,� N.a �e`2a � Pro'ect Re or� }� - �`1 A� :F'-ti' ,:fr 2�`s S d ��' .Y � 1.'?. T J !� ��i��ff't��..'`. ,�.�..�c'1�(�t� �� ,,�� , � � � � �� -�� -' '�`��.� � , _ ._ _. ,_� ,�� .. ,, a�_�, ,_,r.. � . � M�_. �. , h . � . .�,, �s., .. ,.._, w...�:,; , ...,,.: «-- - Project Title: 1516 Yolet Lane Designed By: Alan Dobson Pro}ect Date: Thursday, May 15,2014 Project Comment: Ciient Name: Ron Clark Company Name: Burnsville Heating&A!C inc. Company Representative: Alan Qobson Company Address: 3451w Burnsville Pkwy, Suife 120 Company City: Burnsville,MN 55337 Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: �� ...��'�;'�� i"r�-�� , a�?;t�_�� 3��-�.�� '�€t � �.�.�.�..�s`.F� �,,,�� .��'��'�.'�' �,� .�. ��3 Reference City: Minneapolis, Minnesota � Building Orientatian: Front door faces West Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Aititude Factor: Q,g70 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 B�ib Wet Bulb ReLHum Rel.Hum Drv Bulb Difference Winter. =15 -15.33 80°!o n!a 72 n/a Summer: 88 73 50% 50% 75 35 _ .�� .�� 9 2 H2�,, r�, �' ��r��i.��z.L�`�:� 6�r.:",'�.f,t '�§�«��d� `;:r�;�'`t.,.z r � �„„,�,..��5��'�e5��:x",ri..'"`�',r�`"�1�.�,�.�'�.>';x�`: . Total Building Supply CFM: 954 CFM Per Square ft.: 0.271 � Square ft. of Room A�ea: 3,515 Square ft. Per Ton: 1,782 Volume{ft3)of Cond. Space: 31,623 =.'$:�� ?i-s: �� .._��,� .;tr��,��.��>�� "� �m�� ''�^�£� 3 s-�� . .��^�`� t-�^��,W��'��t� -�..-��r-;.�rr'`�§°�r�3�.Sm��_�,c,�. ��.��. - _ .,.a,�::-k. �,r<�.z� za�.:...�-._U � .�au+n.� �' .�....3�a � ak-�-m.�-,.. ��n�'s .�.2 �.�::, N...�.�.:a�ns=. Total Heating Required Inciuding Ventilation Air: 54,384 Btuh 54.384 MBH Total Sensible Gain: 20,365 Btuh 86 % Total Latent Gain: 3,31Q Btuh 14 % Total Coaling Required Including Ventilation Air: 23,675 Btuh 1.97 Tans(Based On Sensible+Latent) '�� 3 `� :'Y '�� ?��r��, ,y.,,.ig� 1-t-5 �xx,7s,��,.�.�;.v�Y�e€�"� y �_. .a,,,=a-�`t�' R�"<�� +�' :�. .� a +7�'�,�� *}? :�.,F 2z�s�w,x-',�-:: � sf., ,,a�:c�->z ,�.s.s .!^.s. r'�. ,.ra� '��..°� .�'�.�1aw.e ��'a n��a>. �.�.'� �r�- �.*s✓. �-. � ,�+ Rhvac isdan ACCA approved Manual J and Manual D camputer program. Caiculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to sefect a unit that meets both sensible and latent loads according to the manufacturer's perFormance data at your design conditions. i \1SBS20111RedirectedFolders...\Ron Ciark Covington III 1518 Violet Lane.rhv - Thursday, May 15,2014, 2:04 PM 1Rhvacr#2+�stdential&i.�g�rt Cammea�ciat�YAG L�a�ls , , i�e�o#iwal�Dev�eio,�tr�eqt+,�n,a:=. Bums�n"11�=��tin_g�1�tC ln� ; r " " : �5�6'U�ialet k��; E �ur�svitle�M1�1,�5337 . ..:; . , _; ° ; ' -� . . �-�: �r:.:. .: P e:�r . � . . .,___ _ . Miscellaneous Re ort y� �y 1 }�� p�}c.� ( a � �� 4�� £��1�1 .��1� �� rva� �-�-35'�1!,Q'�T'� �*S�E��,��"� 4 �z ��1"3-��'� ��"��a� .n.+.� �� .'-+e•• :,�-.� ,. ��. h�� a�+✓L�� l� �'�`"��x*?� �i�f �' '�E„�� 'z•��l��- 4.'� #1�D�!!�a�4�`�"...-,'P„3.'�,i. �v�._..:, . .,�`.°r'�`4" ,'�,`$..=_ �.,.....��i ?vss,` ��j �j '� � , .o .. ._.-... R'1,��> .E,.. .....:�!�; . . �< . . �.� .. ,. . . , ;�L. Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35.17 :L �i3 �. ��k # ,�,��.,�€ ,� ��. *g a�g d .�, :��.�.s y��„°.. � ,��:-Mr .�ids.°��`$-'� ��t �� .� m� ..h c��" .� ....:��_._ � �� ,�+� x,.r� . z�y>.,n.,.r.a . ,�.u�e�,.,_.43�v..,,_� - ��.zss� .z;W§.�; ,f>.��x.,.�.-�>nz. ��! +"�'..s-�?:_t '��..t�.._._,.s�: ''�a x:r�.°._.ti�' Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg.1100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft.lmin 750 ft./min Minimum Height: 0 in_ Q in. Maximum Height: 0 in_ 0 in. '47�Wj �.��F!lGi� ,�,`` � x.r+n5 '�'-'�°�'�* �'r:�.'�. .�'�s,� z�.w�.� &��i ,'*�,•��` ..' ¢* 4g '��+- 1�` .1;�^z�.�i'�." ,,��u� `�;.fiz`rf3�Y-�''�.� i _ _ �b xv ;�z�,as,z..�..-s.z..�.we.`.F. _��,'e.,,�. �_�.,.°' ...�:�_ .,:t,�,c�.�,,.,a-�r�`, x:,� <�,�...xs.,bt��. w,r s wnter Summer Infiltration Spec�ed: 0.320 ACJhr 0.170 AG/hr 169 CFM 90 CFM _ _. _ _ _ . ._ __._ _ _ � Infiltration Actual: 0.320 AC/hr 0.170 AClhr , Above Grade Volume: X 31.623 Cu.ft. X 31.623 Cu.ft. 10,119 Cu.ftJhr 5,376 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 169 CFM 90 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible�ain Multipfier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) ' lnfiltratian&Ventilation Latent Gain Multiplier: 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X U.970 X 87.00 Winter Temp. Difference} Winter Infiltration Specified: 0.320 AC/hr(169 CFM), Construction:Average Summer lnfiltration Specified: 0.170 RC/hr(90 CFM), Construction:Average �?e+��'�1�[9 ��:�� Qar1��.� ,�'*� �i` f'- r�:: � � �'�}r� �"x= �Z"�'� ;;��;t- c '.��t�'c��- �''� �� si'� f't��."^,��s,+s.�,.r„-�,�.v' _ r,s .�=,�� _. �. ..�- .�:�� _�_s.• r �.,.. ,.�i�.,,, �:�.;a.ss � '.+n.�- -��:'�'�'�' �.�?." � €� 9 k� �� e, � ?�:w � �" :�� h. .� y. .�� g �..x � �- �s �^,:�- �"""�..�':,�rf" * �i�.s�-°,it { ,� ��,'�� x''1*'�'��h't� �-f � - ��5�,�.�"�.r�+. T'�-�. `� F`�,�Ai� �� t�^ c,.:� �� :"r � .. , ��- � � T '�' �'�.1� „�- ?,��- ?a�*i a;. r �� -� � �' `s�-� � ,��Z` � �.�^�`-'�- �� ;T;`� .,. ��e'.,�,�i`� �i��;�� , ._;5,�'as 1..��'+'r��...,�."'�.�.r;`;�'�s'.,..n �� -.�`�.�'�v,:?a>"'�� assae,��'i'��.1.�.Q ��.:vs�'�``',.:��..lg� e�" .� 1 Supply Main Attic 16B 0.12 6 150 No 1 Return Main Attic 16B 0.24 6 56 No \1SBS2Q11\RedirectedFolders ...1Ron Clark Covington I!! 1518 Volet Lane.rhv Thursday, May 15,2014,2:04 PM f3hvac `it�sttlen�.�l�r.�.:igh#�otnrt�e�'Cial'FNAC La�tls EI�fS�f�+tir8�e�e�elQptr�et�f,#nc ° -Bumsv�fte H�hc►,g��fG#ne ' �f ' �51£'�/'wlet�ne Bucr�svtlle;�hN�ra5387 .. .:.�: . �-:� , ,�,� =_. .. ,:= .. .- :=,', .. ._ . . � �_:�. . -=. _..' ,��, :� _.�.- ` ,. __.- .. �N,�� '`'°l1;: Tota/Buildin Summa Loads '�±�� nx�a.�' a,��r.�-r„��c„�� '� ��.��`-�� „�-z� �. '� "�.'�a��y � �-��t"�-�'� �ss',�#,� � .�a �� ss 3�'`us�&-�- � � s�- 2�P�s� �.�y :�y�� ,�, ,�"Dr�i��'��` � '^� ,f�'"a� '�z�.y ��. Q�S��3�1,��„��;'s��= .��.�� -��,t �', 8,�s�� ,��z ��u= ��3� ��` `z-��`�'�' �:. . �_`� �'-� �.. ��. � �,�.'�� , r��iz�s�,. hbt:Glazing-hbt, ground reflectance=0.23, u-value 0,29, 30 756 0 283 283 SHGC 0.3 hbt: Giazing-hbt,ground reflectance=0.23; u-value 0.31, 39 1,053 d 547 547 SHGC 0.32 1A-rv-d: Glazing-Single pane, stiding giass door, 40.8 1,171 0 1,591 1,599 reflective,vinyl frame, ground reflectance=023, u- value 0.33, SHGC 4.55 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.31, 154 4,154 0 4,956 4,956 SHGC 0.35 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.3, 54 1,409 0 2,142 2,142 SHGC 0.35 Front Door: Door- 20.4 248 0 69 69 hbt: Door-hbt 19 232 0 64 64 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2175.7 12,869 0 2,280 2,280 cavity, no board insulatian, siding finish,wood studs R-5 wali: Wall- 643.9 3,809 0 674 674 RC Rim Joist:Waii-Frame, Custom, RC Rim joist 234.8 1,696 0 300 300 166-44-ad: RooftCeiling-UnderAtticwith Insuiation on 1771.1 3,389 0 1,870 1,870 Attic Floor(aiso use for Knee Wails and Partition Ceilings),vented attic, na radiant barrier, R-44 insulation, dark asphalt 20P-30: Floor-Over open crawl space or garage, Passive, 27 82 0 8 8 R-30 blanket insulation, any cover 21A-32-v: Floor-Basement,Concrete siab,any thickness, 1742.7 3,032 0 0 0 2 or more feet below grade, no insulation below floor, - _ _vinyl coverin shortest side of floor slab is 32'wide - _ _.A_9, . _ .. .---_._____-----------___ --______----.______ ____..___ _,--- --.___..._- _ Subtotals for structure: 33,900 0 14,784 14,784 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,824 370 2,167 2,537 {nfiltration:Winter CFM: 169, Summer CFM: 90 15,660 2,080 1,244 3,324 Venfilation:Winter CFM:0, Summer CFM: 0 0 0 0 d AED Excursion: 0 0 370 370 __ ___.. __ __ __ _ __ _ _ _ _ _ _ __ ___ ._ _ _ _ ___._ _ Total Building l.oad Totals: 54,384 3,310 20,365 23,675 C �, �r ��..�s�r-z�� - ��- '�- �-�`-�"' �� ' _a�-rf� 'f ... s�� , -t � �r,s-- � �" .. `�'' �:'a��s;,�; �- �' ��„ . ��`s�*S`,�s. '�s�� .�' „ . �.._�"."R-�,. ,�"r'as".ii�,«��k��:�& s-rt'��.=:.;�._,..-r:�..:"'r'�..z.:,��`�� .��.�',��..r �.:;„�.z��_-�� -�`��Y`: ��.. >�,c�:.� , x� ;�,�. .�:.; s�. Total Building Supply GFM: 954 CFM Per Square ft.: 0271 Square ft.of Room Area: 3,515 Square ft. Per Ton: 1,782 Volume(ft'}of Cond.Space: 31,623 ,�ii{�� -. �i.:��ki��-`�-.x �p`.s"y��.°„c."y�.a �,s r .. >., fi"��"'`y�'4 � 43-� `'sE' �. �xY'Y�°z-^�"G S-.`:`' 't _, �'�`�'ux '� .�s^, 'x 9 ��i�a' � � �>4: �. .� .� � +.°"��. .�.�, �� ,� .�'3 w,:��.T-. ,'"��.� ��' ��at't� ��`�r �ns� �.��'. Tota!Heating Required Including Ventilation Air: 54,384 �Btuh � �54.384 MBH � � � �� Totat Sensible Gain: 20,365 Btuh $6 °Io Totaf Latent Gain: 3,310 Btuh 14 % Total Cooling Required fncluding Ventilation Air: 23,675 Btuh 1.97 Tons(Based On Sensible+Latent) � �,_�5��;:�� '�'� �`�-�� , �. �"~,��'��:f��.�� =��,��;�,�a�.s��`�:,f��, ,�.s.,� a � �'�� _ �,L .�eY,,:x_ _ ,...��. .�a' .,x„a..rR�w.�x"-�� :�-. �y ,�rl.�a.--. _'ts...._ :mm:�s�,-�^' �'�r Rhvac is an ACCA approved Manual J and Manual D computer program. � � � � Calculations are performed per ACCA Manua(J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as buiiding use and weather may vary. Be sure to select a unit that meets bath sensible and latent loads according to the manufacturer's performance data at your design canditions. � \1SBS2Q11\RedirecfedFolders...\Ron Clark Cov�ngton III 1518 Uolet Lane.rhv Thursday, May 15, 2014;2;04 PM Rhvac Resldenral&�.�ht��R�erc�al HYAC�.aads z Y � ` E��te S Bums�lle�-leax�n �VC 1nc� �,y � �f[�vare�3svelbp,�n�[�=t�cr'. 9-� ` �5�l6�/'K3�t La�e; ,. .. _ �� Bums:v.ille;..1VIN.v5337 �" ` �. ,�� :Pa e�q, S stem 9 Main Floor Summa Loads :�� ' ��- ��- � � r� � �} � � s:a��1�� '�-�s.s.�-' � �� -�'us��-�� -�� :. ,� ��- � s j''` ''s`'� �Y'��,t:� �.� �=' �" .. 4 . {� �. � � �s.,�.'��'� �a,�"t �� ,� �x s ,�� ra..��:. gl;�f �' �-t�`�� „$�i+.,`��.�..� , ��i� .�,�a;�„�-.g^�"�a. �� . � ,....!�lQ�. ...c. . .�. c ?�`�, }� �` ;,t°��a�`.Q7.�d��3> .n�'��.' . .*S„�.tt��(��'� -�,.��,�>>. �' � �.'� " i .._ � ,,..� � _��"�"v�r �_�.n� sa�s�.., �,. �r.� .��.-'�- ,t._h,...�.�.-n .. _. � . '� �_�.:�.-�+_,,�-��?.,.H_ � hbt:Glazing-hbt, ground reflectance=0.23, u-value 0.29, 30 756 0 283 283 SHGC 0.3 hbt: Gfazing-hbt,ground reflectance=0.23, u-value 0.31, 39 1,053 0 547 547 SHGC 0.32 1A-ru-d: Glazing-Singie pane, sliding glass door, 40.8 1,171 0 1,591 1,591 refiective, vinyl frame, ground reflectance=0.23, u- value 0.33, SHGC 0.35 hbt:Glazing-hbt,ground reflectance=0.23, u-value 0.31, 154 4,154 0 4,956 4,956 SHGC d.35 hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.3, 54 1,409 0 2,142 2,142 SHGG 0.35 Front Door: Door- 20.4 248 0 68 69 hbt: Door-hbt 19 232 0 64 64 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2175.7 12,869 0 2,28Q 2,280 cavity, no board insulation, siding finish,wood studs R-5 wali:Wall- 643.9 3,809 0 674 674 RC Rim Joist:Wall-Frame, Custom, RC Rim joist 234.8 1,696 0 300 300 16B-44-ad: Roof/Ceiling-UnderAtticwith Insulation on 1771.1 3,389 0 1,870 1,870 Attic Floor(a(so use for Knee Walls and Partition Ceiiings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 20P-30: Floor-Over open crawl space ar garage, Passive, 27 82 0 8 8 R-30 b(anket insulation,any cover 21A-32-v: Floor-Basement, Concrete siab, any thickness, 1742.7 8,032 0 0 0 2 or more feet below grade, no insulation below floor, ', _ vinyl coverin , shortest side of floor slab-is 32'wide . , I . ___. _9 _ _. _ ._.__._._ _--__._ __�.�- .�_ _ �.__._�____. __..,._ _ _____...__...._._ _ _____ _---._...--- -_ ._._ __----_ _._______:._. Subtatals for.stru�ture: - 33,900 0 14,784 - 14,784 People: 2 4&0 600` 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,824 370 2,167 2,537 Infiltration: Winter CFM: 169, Summer CFM: 9Q 15,660 2,080 1,244 3,324 Ventilation:Winter CFM:0, Summer CFM: 0 Q 0 0 0 AED Excursion: 0 0 370 370 __ _ _ _ . _ _ . .... ____. __. _ _ _ _ _ _ __ _ System 1 Main Floor Load Totals: 54,384 3,310 20,365 23,675 ,�._Q .�..'; ��ry`c� �,�`��a�"�.f �'^�- �`�+r. e-., � -,�"��".�:`-�c-r�.r'r�r ?#�1� {�'�-',�. ;�c �.� x ...��;�..�s.:c �- ��"'��.�Y ��:. ti�. � �:;; ,., ��:-� .�:r.��_=�.3��: _ �'s..;-ti m . . _af -z.�d .. z. a i�,,.__�_..x..�..� ,�r.� .° � . .�$sa�,,��. „=�:v > "_-,�.� �C.x-i."--� �,�. Supply CFM: 954 CFM Per Square�ft.. 0.271 � Square ft.of Room Area: 3,515 Square ft. Per Ton: 1,782 Volume(ft3)of Cond. Space: 31,&23 �., ..� � .�e��;��.s��.�. � ��`� ,� �`' .��,,� � � �; ,� �. �� 3;-� �, ,�, �<t. ��. . ,,�..._�,,.��-. , �.:� ..F�,�:.. ...,.�°�:��:�_.n,. ;��..�::_��°;��'��4��;��:� . ,�^��,��r�:. � Total Heating Required Including Ventitation Air. 54,384 Btuh 54.384 MBH Total Sensible Gain: 20,365 Btuh 86 % Total Latent Gain: 3,310 Btuh 14 % Total Cooling Required tncluding Ventilation Air: 23,675 Btuh 1.97 Tons(Based On Sensible+Latent) � �C}�2iS;`:�:;'�`�" '�. ��, ?�;�` :��'.a�'�"� �r�.��"; �?�' ��,f-�,�trf*��<��"^ `��"�� .g ,��,�„��-��.�� a-"� r Rhvac is an ACCA approved Manual J and Manual D computer pragram. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's perfarmance data at your design condifions. \\SBS2411\RedirectedFolders....1Ron Clark Covington IEI 1518 Violet Lane.rhv Thursday, May 15,2014,2:04 PM 12hvac ;Re�ide�t�a1��ght Cammerc�al F#YAC�.oac1� �, �lite Soii�n►are��eto�ime ir��c' � Bumsvalle Heabr�g�&q1C tn� � `�t516 Vx��t l:ane �umsville.`MN a�v337 _ ,.y �P� 17: S stem 9, Zone 9 Summa Loads Peak Load Procedure for!�,'ooms j? �' § , t z€*t ,�u +�q.-��. ��`3 � s.��e g� ��. �r � a-'� � .� 'v 'x.. aa��'-�� `�}1��0,(�.�� -r n ih� . 3-? '�az��-�� '��d� f � +.,s a�i a ,�`�Q+� ��'��k.��-�.,�a '*�`;7''��`��1 x r,w �� ,P.$,�'�� .�� .s s ��.� �s��t�L -�-.-e Y`�'�v,� �r�-�' r. � �"-�"�y§�'.�d�e".r'� aat"�s°�' ��?�'t�:�-3�`�� .��'�..-�'£�-s`'"a:�+'t� _ . . .. .�. �_.. a:., �,; -�. _..r3x.�.�-:; ..r��.�'.*.. ..<:� � . �e, �:. _..�-�..,.,�:��.'��C., ,-��'rnz��'.�,�s��'-' z�.� :�-�� ,.�.c,��;s-.,. ` _. . . ..._.� hbt: Glazing-hbt, ground refiectance=0.23, u-value 0.29, 30 756 0 283 283 SHGC 0.3 hbt: Glazing-hbt, ground reflectance=0.23, u-value 0.31, 39 1,Q53 0 547 547 SHGC 0.32 1A-rv-d: Giazing-Single pane, sliding glass door, 40.8 1,171 0 1,591 1,591 ceflective, vinyl frame,ground reflectance=0.23, u- value 0.33, SHGC Q.35 hbt: Glazing-hbt,ground reflectance=d.23, u-value 0.31, 54 1,457 0 2,092 2,092 SHGC 0.35 hbt. Glazing-hbt, ground reflectance=0.23, u-value 0.3, 30 783 0 1,215 1,215 SHGC 0.37 Front Door: Door- 20.4 248 0 69 69 hbt: Door-hbt 19 232 0 64 64 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 1417.4 8,383 0 1,486 1,486 cavity, no board insulation, siding finish,wood studs 16B-44-ad: Roof/Ceiling-UnderAfticwith Insulation on 1771.1 3,389 0 1,870 1;870 Attic Floor(also use for Knee Walls and Pa�tition Ceilings),vented attic, na radiant barrier, R-44 insulation, dark asphalt 20P-3Q: Floor-Over open crawt space or garage, Passive, 27 82 0 8 8 R-30 blanket insulation, any cover __ _ __. _ . _. __ _ _ _ _ _ _ _ _ _ _ _ Subtotals for structure: 17,554 0 10,896 10,896 People: 2 460 600 1,060 Equipment: 400 1,200 1;600 Lighting: ' 0 . 0 0 ° 'I Ductwork: ' 2,446 0 1,390 1,390 Infrltration Winter CFM: 82, Summer CFM 43 7,577 9,007 602 - 1 609 W� _._. _ ...�.. __..__._,, .__,_ . ..... ....��.� _._._.._____ _ _.__....__..___... ___.____�._._. System 1, Zone 1 Load Totals: 27,577 1,867 14,926 16,793 /'s{� }�t}pc s .t S!y�J�,rri��` M4�.1�-�£ .l;�r.,�':�='�k. ,Y...r , r�. :'`.�s � �'.�;.�'3�` .,..�� ,�""'"iSo�� ..�i. ,�,'�`R4�r J"�'��-s..,§.��gK .�`° ��j�..,r�."�`kt a:�t 5..2',�": . . .. � .. ,. �. „ . . . . ,.o-.,x....� .,.�...- .,..., u Supply CFM: 699 CFM Per Square ft.: 0.395 Square ft. of Room Area: 1,772 Square ft. Per Ton: 1,266 Volume(ft')of Cond. Space: 15,939 �;.`QT�,�"�.�du�S. � o �e i c� � _ �-,� �� -t� � 1�^ �-�� s � c rw �° ' � �� 5�� ,.,u "� ��`�s� } -��= �' � .�"ss �"FC��'s+.�.z a� t. a'S,�i.z�..u� .�.a,,., ..e-�. �,��,�.�� .,�.drw�t-<.,�,..r - ,a.._s�:.�'..,.�.- +'"'ka.,�; Total Heating Required:M � 27,577 Btuh 27.577 MBH Total Sensible Gain: 14,926 Btuh 89 % Total Latent Gain: 1,867 Btuh 11 % Total Cooling Required: 16,793 Btuh 1.40 Tons(Based On Sensible+Latent) ��1O�$�� " �`"�' :+. a� '�! �. �. :� s. ��. �,r '�z�''; a�.::�r .�r-,:`' � r�r�„ � u c ,�a.�,��. r �s� �� .� .�� -��.2.._ x:>,a�,. „k�,°�.�.-.�.. �.w� ,�-.�r� �;r �`:�*,3;�-?�� °"a.�;:�r.,,..,'". �.. ,.��: ,:��'.�: �_,.r . -�x.Y.��.��3;,..'�i;.`'2-��-� ;��::<�. a:2=�`:�.?,�t��,`^.�:r� 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 bui(ding 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. 11SBS20111RedirectedFolders...lRon Clark Covington Itl 1518 Violet Lane.rhv Thursday, May 15,2014, 2:04 PM Rhvac i�es�der�haf�L�,gfit Comtmer�iai H1/AC Loads t , � ' ° E�'�te Softv+rarg Qev�{apmen#,Inc�� Burnsv�lle_HeaF�t�g&�tC inc ;° '- , � - 1�1fi'�/lakat�n�; �Bumsv�il�;MN.5�;337 . ..�� e : � � _ . .._t . . ...�� _, ..- z : _ _ �..,� �...._U .>., _. � � ��9 S stem �, Zone 2 Summa Loads Peak Load Procedure for Rooms __. �{��.��q�I.� ?p' y �,,, '�..+t �y'` 1 . , -v'S'� 'k� '�.�..C�," ^�ti'S�-�.: �j+:.r' �.,�'� ra- p ax` ��F y. x�"`v'a 'f''k� 'p'��`y3 �..!� .�, .f"_�i'f�� 3ex''F'�tv^�n.-F.' F� +t. "�e . ,�P's3��.s. � `S�# -3.q5" ��G! �G� 1,,,..�a4 -�-�f � � n�iiy�Y `�'. � :�.'.: � �' ;'.x p ,-,�F-�.� � �s' -x 5 ��z �c'-�- .,��Y;'--`� c, � �.�fl-� f�a�`1 �z€„�'�/ L,. _-�' `�a' �s-3�1� ' ��-.. � �;� r � � � �- ��C: �� c��.:a Y-�� ,w-.w.-t.L.,�_rG.y'..e.v�'F'.;--0 .m �"'a�z'i`d�<...�°�".�. � .sL�G��*`` �...'e-�"'�t �Y'�� , e� �� . � �` �'i.F�.�,x_'1 r �4 a",:�; .�.v.�.-.,. ?ai.r�+v'.'�^-�� .. �. hbt: Glazing-hbt,ground reflectance=0.23, u-value 0.31, 100 2,697 0 2,864 2,864 SHGC 0.35 hbt: Gtazing-hbt, grounci refEectance=0.23, u-value 0.3, 24 626 0 927 927 SHGC 0.35 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 758.4 4,486 0 794 � 794 cavity, no board insulation, siding finish,wood studs R-5 waN:Wai{- 643.9 3,809 0 674 674 RC Rim Joist:Wall-Frame,Custom, RC Rim joist 234.8 1,696 0 300 300 21A-32-v: Floor-Basement, Concrete slab,any thickness, 1742.7 3,032 0 0 0 2 or more feet below grade, no insulation belaw floor, vinyl coverin�, shortest side of floor stab is 32'w�de _. __.,_.. --_.----__..____..__ __...._..._. ___., . ,...___.____._._,_. __..._ . .. . ...._ ._._.. _._ �..___.. _____..___. 5ubtotals for structure: 16,346 0 6,788 6,788 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 2,378 0 ?77 777 _Infiltration: Winter CFM:87, Summer CFM:46 _ _ _ 8,083_ _ 1,073 642 1,715 _ --- _.__._�__..__�___.__.______._--.,,.. ._._�_... _____.._ _---__ ___.----___ __ ___-----______-- System 1,Zone 2 Load Totats: 26,807 1,073 8,339 9,412 '��.��,,�..� � r ,�.,� 'c x � a�,. � a�� * �"';��r'�:'4' �N'* � �' r�,,�^F�.�;: �e�.'+�;,�`��-,'�..Z" �� 'q.�+�:�,�r"` �'�`! .. r*.� _ :�,6�.,-,,_ -�� -.._ �"�.,�.•<'_ _ ,_-.�u:s�� .3+�.�z�< .��-�.f<�.m..� t ��:�;�s�_,�.�y�s�,� � �= ,-- ,�,��-.5=.�.' Supply CFM: n391�� CFM Per Square ft.: � 0224 Square ft.of Room Area: 1,743 Square ft. Per Ton: 2,222 Volume(ft3)of Cond. Space: 15,684 .>a � ��.��.,�'�a�'�J ,$�'..;:� '7s�5.x,s;�`.^',„s`S,'x �,*v''„,:�`,_ei%�.. _r .-�;q��'�.z��z*'�":� � . ��n�„�-`�.'��h_.-��. � :.-Tr".. 4 -i�� t � �� a s �:c^,. . ' �_. . _ .., . . ...� , ...�i 4��.,.�.5.._, s,`<4 � .,»:;.e� ' 'Fotai Heating Required: 26,807 Btuh 26.8d7 MBH Total Sensible Gain: 8,339 Btuh 89 % _ Total Latent Gain: 1,073 Btuh 11 % Total Cooling Required: 9,412 Btuh 0.78 Tons(Based On Sensible+Latent) :r'��..? .�� G.Ti.�,��'s•="� �� 't x�,.��-� ��.,;T� � .:: , -�"�'�,��.;� � �4s,�tt3��^+�,:3- '��*`'•F v£� �c,,,h,�^s�, u`�,„ '�v`N�,`�'�.��`�� '� q-� a.?_ ..c. :._ __ .r. -;x�, "`� '�s. s ,�. ,,, z ��3,.. < ^ _..�u . .:�,. ..a ... . ,.�,.,., .,� :;-,e , . . .:. .. ... .,,.-_ . -;r .,�.<.,.ti,__._,� Rhvac is an ACCA approved Manual J and Manuai D computer program. Calculations are perfarmed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Ail computed results are estirnates 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 a# your design conditions. \1SBS2011\RedirectedFotders...1Ron Ciark Covington.11l 1518 Violet Lane.rhv Thursday, May 15,2014�:2;D4 PM Rhvac Etes�,ienfiaf&L�ght�Com�rc�al HV1�C t�aa�ls ; Eltte�sS�ftw�re#7eve��p�e�tt,�inc �u��v�11�`Neabn��,�/C 1nc ° 3 ;� � r 'i5�1�"��aiet"L�r�e: °�urris�l�e�MN��5�37, _.�� ... .��' ' �..<:. �...; v_____�,_ '__;. �= t �� ' � e 32? Detailed Raom Loads - Room 90 - Basement Peak Fenesfratian Gain Procedure �a � �+°. +, � � *� . � - °r�,,,� ��, .� �"�< �.-y,_ -�"Z�s�* �, ..�-� K-.u. .,� �� v "�F��°�'i ,v9 Bs� c:' y, � P a� f'UG�e��i- s€r. .$ ?m.:..x;,-_E u .�.��ty..�.a�3.b.. ��3�;,� �`x�«va�p -w-.x:e�`"?.S x,_.� �,s>,£^+� '.�.-�..�F`...� S.,.>.-• r,:�` a�s�� ..,'s�.s--��.r.7#-��z..<. Raorn is in zone 2,which peaks at 10 am Gaiculation Mode: HEg. &cig. Occurrences: 1 Room Length: 45.9 ft. System Number: 1 Room Width: 38.0 ft. Zone Number: 2 Area: 1,743.0 sq.ft. Supply Air: 391 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 15,684.0 cu.ft. Req.Vertt.Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 391 CFM Percent of Supply.: 0 % Runout Duct Size: 11 in. Actual Summer Ven#.: 0 CFM Runout Air Velocity: 592 ft./min. Percent of Supply: 0 °lo Runaut Air Velocity: 592 ft./min. Actual Winter Infii.: 87 CFM Actual Loss: 0.095 in.wg./100 ft. Actual Summer infil.: 46 CFM ��K5'" t r °�.W�t�rr-�€�-'� .;�� ..,�.�*�.c�a -^t -. �s� � '� ..�-��'v i✓.d 3.� �'-'�"�'4s��1� .S .t" �-�S��;�6 s �'� j��; " � . y.�+ 3"��}° '_ � .,.'S �`.r* r`{� '°.�"`k' �'+3+'N, �Yn"s � 3v-$-r�� . 3' ��F �y.F-- � - `�� .t R{� � I�.'LF�; x`f! �i � �`�rv�� ' � +�+�t "l' ;`7 �� tie.d� '! f��i `':-. +�,�' ' t-^ re,'"y:��- i ��„"` ,�..+_3s �4^'s" ;t 4. >� '��; ��'..,k.'��.,,.'.�,' p :�,�z ``�-'�'-�,., s' � �A� ,�%��_�_ ��.,� � t�_� ��` �a1��°�, �.:� �«�� _�>::.� �� '��a � �F�!G,��- E-Wall-12E-Osw 38 X 5.6 124.8_Y �tt 0.068 5.9 ._. 4 738"� ..1.0 0 � t31 IV-Wall-R-S wall 45.9 X 3.6 165.1 0.�8 5.9 977 1.0 0 173 W-Wali-R-S wa1138 X 9 342 0.068 5.9 2,023 1.0 Q 358 E-Wall-R-5 wall 38 X 3.6 136.$ 0.068 5.9 809 1.0 0 143 S-Wall-12E-0sw 45.9 X 9 412.7 0.068 5.9 2,442 1.0 0 432 N-Waii-12E-Osw 45.9 X 5.6 220.8 0.068 5.9 1,306 1.0 0 231 E-WaII-RC Rim Joist 38 X 1.4 53.2 0.083 7.2 384 1.3 0 68 W-WaiI-RC Rim Joist 38 X 1_4 53.2 0.083 72 384 1.3 0 68 S-WaII-RC Rim Joist 45.9 X 1.4 64.2 0.083 7.2 464 1.3 0 82 N-WaII-RC Rim Joist 45.9 X 1.4 - 64.2 0.083 7.2 464 1.3 - 0 82 N-Gls-hbt shgG0.35 0%S 12 0.310 27A 324 10.4 0 125 E-Gls-hbt shgc-0.35 0%S{2) 48 0.310 27.0 1,294 52.8 0 2,534 E-Gis-hbt shga0.35 0°kS(2) 16 Q.310 27.0 432 52.8 0 844 E-Gls-hbt shgc-0.35 0%S 24 0.300 26.1 626 52.8 0 1,266 N-GIS-hbt shgC-0.35 0%S 24 0.310 27.0 647 10.5 0 251 Floor-21A-32 38 X 45.9 1742.7 0.020 1.7 3,032 0.0 0 0 .�.._ ..______... .. ._._____, ._._.__._._._._... ..___-._ _._..._._ _--.__ _ ._..__ _....... ____._____._._._._ .___. _ __.. ___.,_ ______.._-._-_�__._ Subtotais for Structure: i6,346 0 6,788 Infil.:Win.: 87.1, Sum.:46.2 1,761 4.590 8,083 0.365 1,073 642 Ductwork: 2,378 777 AED Excursion: 133 --.. __ .._...... . _....... __._._ ._.__. . _�__ ... . _. .. _ -- ._..__.__. _..�_ __. . ._,..__ ___._..�__._ . ..._, . _ _ _ .�. ...._...._. Room Totals: 26,807 1,073 8,339 USBS20111RedirectedFoklars...1Ron Clark Covington 111 1598 Violet Lane.rhv Thursday, May 15, 201:4,_2,04 PM Rhvac ft�.�i8en�l�Light�ooJnnmera[iaTH1l�►Y3l�aads �ifteFSo�iwac�D�arets�„pm�eh�lr�a: 8umsv�'(le Heaf�ng;�A�C inc � 3 j � �'f��YJu�ef�:efi'�e; >�3umsv�lle MN-533�T}fi s � - � �� ' ��, � +��5`; S stem 1 Room Load Summa ��`r ,� ��-.� �� `"<�� s� �"','�� s :. s � ' �'z'�'x�-" e,.st't"t ��3.`t-�T-.. fi,.'. �, "��"� �` .,k. � r. � �� s� � .x�� *��,��f�,::--� � ,��,�tf r�._ ��'� . ��'�y`°'"�' � -x,.�='�`�..s„ �z �=��._� "i� .�..: �a � .�3�.*,+ ,°g' � � .Q:: '?`"�``�x� �q:.��- ��_ �,�' .t',� �"�r� '� ".� �: ��.�,�' '��:"� �a�,�� `��-,��,'�� §,�-'��'i ��`ti' ��._�z '"�'�r , �`�, ;�� : , �'' � � � �� y-��'�^ ��n � �-�^;��4`.�-^�� *� �,�'��`� �; �� ` ��,�� a: ,.��.��.x�`�.T. .��.j.. �� ?�� i '� �� *:.��`a"3 �-: �� ti-.e:.,. ' _� w., h �:� �R: :Ys r -..., a.„. . .....- .... <. . '��.�`r., ...�..�.k sa.5-,t"s'�',��.. __.-?^�..,-. ' . . a � ?.. �:. ---Zone 1-- 1 Kitchen 238 4,476 60 1-6 589 2,467 170 116 116 2 Dining 204 1,927 26 1-4 279 520 66 24 24 3 Powder Room 160 1,124 15 1-3 285 299 42 14 ' 14 4 Porch 162 4,621 62 1-7 544 3,102 151 145 145 5 Great Room 273 3,836 51 1-8 515 3,835 108 180 180 6 Master Bedroom 194 4,005 54 1-7 534 3,045 614 143 143 7 Master Bath 353 2,483 33 1-3 628 658 492 31 31 8 Mud Room 70 2,021 27 1-3 356 373 92 17 17 9 Flex Room ___ ___ 198_ _ 3,083 41 1-3 599 627 132 29 29 --.___._----. . .----- -----. _..__v____..__.-----_.._-----_--------- ----------____ ---_- Zone 1 subtotal i,772 27,577 369 14,926 1,867 699 699 --Zone 2--- 10 Basement _ 1,743 26,807 359 1-11 592 8,339 1,073 391 391 _ _ __ _ __ ._...___ �_ _..._... ._.__..___ ___._._._. _.____�__ .._ . ..__ ___ __.._. ...._--� .._._...__:._.___ Zone 2 subtotai _ ._ 1 743 _26,807 359 ____ ____--- --- _8,339 - ---_1,073 __.___391 _.___ _391 - - - --__..--�______.__ Duct Latent _.__ ___ . _�_ ... _.._.� . ..._..__- _ ____ .__.____ ___._ , ,_.__.. ,_._ _...__._�..�__.. _.�__.._ _.. ..._ ...____. __._,._r_..__.... System 1 total __ __ __3 515 _,_ 54,384 728 2p,365 3,310 954 954 - ---- - ___.._----________ ..------------------�--..---------___--------�___..._._._ System 1 Main Trunk Size: 11x16 in. Veiocity: 781 ftJmin Loss per 100 ft.: 0.095 in.wg _ .... _ . , __......... __ . ___. Note. Since the.system is muitizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and 2one levels, so the sums of the zone sensible gains and airflaws for cooling shown above are not intended � to equal the totais at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the giass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion"methad. � < < }� �.. -�� 11 ;�= J„�z� ��.W .�-�c-`�'��'�"�'.�.`,"'��d'�4'"�"a��-.�.�.��;��"��",�,,;��¢� . � ��`-`��k' rb��.�'��"`�:.:`�` a,`��,x`§a':� '��,�:..�.;� ��,r��°k"�f'"�Y ��}a��'��-�-,fi�'&c� ��s� .. .� �� "�'�..� � .�= 4 ,�,^� � �-��a��,...{� c . � �a . � � w F'� �-'# r �. x r.; �,,.,�..�� z�- ..�,.�s,� � k,. - x �� (� �"� �t� �'� �� '� �� `� s . '� '�k,� . `�, x <_.s �,:�'��,.��:;�`��15�., �s�"3�:;,� ,..�':a ,�..�.,� ��e'�. .. .... .. ,�. ., s.�.�� . �,s- .: :.„, ",�'?�r�-5_,�;s..w: '��.�.. . . ;' tdet Required: 1.97 86°l0/14% 20,365 3,310 23,675 g Y Y �I \\SBS201.11RedirectedFolders...1Ron Clark Covin ton Ill 1518�olet La�ae�rhv Thursda , Ma 15,2014,2:04 PM • �� ' LOT SURVEY CHECKLIST FOR RESIDENT(AL BUELDING PERMIT APPLfCATION � � , ,��j PROPERTY LEGAL: �J�� - ��-� ��y' + � DATE QF SURVEY: LATEST REVISION: d a� c cc , t U 'a J�i7�'3��? ��l`vG� QG�`�-�G'�� O z d DOCUMENT STANDARDS ��.� d�-/K� � ❑ ❑ • Registered Land Surveyor signafure and company /�� Lii'�„ y ,,� ❑ p • Building Permit Appiicant �,'q � --.� ��6�' ,� ❑ ❑ • Legal description �""" ��`'��C � � O 0 • Acldress �� _"` �� r,�,n!�� ,�"r��1 1��,�_� �' ❑ ❑ • North arrow and scale �\!%� ..�, �'� ,�/'� ❑ � • House type (rambler,waikout, split wlo,split entry, lookout, tc.) ��; ,� D ❑ • Directional drainage arrows with siope/gradient% ' ,�( ❑ ❑ • Propased/existing sewer and water services&invert elevation ' ,� ❑ 0 • Street name � ❑ p • Driveway(grade&width-in R/W and back of curb, 22' max.) �' p ❑ • Lot Square Footage �g" ❑ ❑ • Lot Coverage - ELEVATIONS Existinq � ❑ ❑ • Property corners �d''' 0 O � Top of curb at the driveway and property fine extensions �e'� � 0 • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches � ❑ ❑ . Waterways(pond, stream, etc.) Proqosed , � ❑ ❑ • Garage floor p � • Basement floor /2�> ❑ • Lowest exposed elevation {walkou 'ndov�j ,r `� � ❑ ❑ • Property corners � p ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) p � � • Easement line ❑ � ❑ • NWL p ,e1 0 • HWL ❑ �` ❑ • Pond#designation ❑ �d' � • Emergency Overflow Elevation ; ❑ f�` � • Pond/Wetland buffer delineation Y � • Shoreland Zoning Overlay District Y �' • Conservation Easements DIMENSIONS � ❑ � • Lot lines/Bearings&dimensions �' ❑ ❑ • Right-of-way and street width (to back of curb) _ .- ❑ 0 � • Proposed home dimensions including any propose decks overhangs greater than 2' rches, tc. (i.e. all strucfures requiring permanent footings) ,� ❑ ❑ • Show all easements of record and any City utilities within those easements ,,�J' ❑ ❑ • Setbacks of proposed sfructure a d sideyard setback of adjacent existin�structures �� ❑ �,0' • Retaining wall requirements:L' ^. � �'� C' �.?r�' ,C .S7`� >��G�'- Reviewed By: Date L��,�/7� G;/FORMSBuilding PermitApplication Rev:'11-26-04 - ��:��and Nro ects\t� E�u u Ly\dwgV� t�u u �5.awg, ��, �/,�/zu 4 .�:u :�� rv�, t�� che Certificate of Survey for: RON CLARK CONSTR�CTION & DES�GN ss2.s Denotes Existing Elevation Job # B1601.10-129 Book/Page: 185 32 981.5 Denotes Prop,osed Elevation N Scale: 1"=20' Date: 4/17/14 ^ "�' Denotes Surface Dsainage HOUSE TYPE: TO1RdIi0USE FULL BASEMEN'C LOOKOUT O Denotes 1/2" iron pipe set FROFOS�D HOUSE ELEVATIO�IS: Lot 2 Lqt 1 •Denotes 1/2° iron pipe found. GARAGE FLOOR ELEVATION = 881.5 883.7 TOP OF FOUNllATI�N ELEV = 884.0 88 4.0 � �,��i�� LOWEST FLOOR ELEYAI`ION = 875.3 875.3 �'" � �r ',;iy;,� ��i�,�� LOOKOUT EL�F',VA'TION = 87$.3 87� 8.3 � "'f`� �; \d � _�___�-- � _._-�--- I � _ � '_.------ � � � �--- � _�'�� ^'"`- � � .._--•----- � �_.._ \ _._� i ---�. � � � ^ � �-----'D-'_'__--D � ��-D �----D - D----"'-"��-D ° lY OL�T LANE - � - � , _ �c ° _ 8�6 c e�sec �eG �\ �e� o� 'so 'S.r �� o - s - � i i i i �� i � i i � i i � - .68 7W � 875.68 BW � � � �// e�0� �PRD SAN��.•��f��RETAINING I PRD SAN 816.� o ' SERV. 87�7.5� '' WALL � � SERV. 876.7 e 5 875.a 8 BW � _1a� � N89 53 33 E �' M � 10 .00 � a�s� - 87g.55 `1- o` >5.10 _ 50.00 � 883.5_ ao ao 53.00 _32.0 e�S' 5.10 - I � ��Q 50.0 � � �� y 21.0 T � �. 878.7 TW ' � �� •�� 876A BW � NT� ��° 8''� 1 � I E'�R C � � o� o � � � 0 ZB9 6"I 7.7% �n�0 �� Q � � $��5 z 8� DRIVEWAY � � PROPOSED I W a Q � RETAINING 879.9 7W ��►+� 1 d- U `t WAU' 876.9 B � _ o W M �6k � ��f�-z J 1g�- 2 ' '�o � g79.7� .___,_�_ �� I I E, _ Q • �� PORCH 8��a � �'1�- PORCH� � N L � � � � � o iN �� 17.0 1 O � i .0 � 883.0 T W � m I � � °• Lot Area: 6 000 S.F. N Lot Area: 6,360 S.F. gg0.0 B - v; - �1� ` a�o Coverage: 2,392 S.F. Coveragec 2,392 S.F. N ., � w �, w 2°•2- N PROPOSED BUILDING N 69 u� ,,� �- J � _ �a.o ��,' �+,1 `�: � s� O e�,�' t� car�T. - � _ ; c�.i � "' #1518 i�. #1516 �' � � t o�� t�'�- �n �c� �' � c°n�� u n I Q 883. �ow O y � � a�ti^- ' - O o � - ` O #� p (�j 8 � T � � � S.2 � ,y N �,�;5 I 0� 87g 9 �O�NE I PORCH I ( te� '' � ��.92 o a 12.5 12.5 �• 15. 8 0 9.9Z IBj� 8�6 .�:p a � � asov� 879.21 877.8 c� 15.58 N ` N - � N 87�.8 I �'3 8�6� M � - - � - - 8 , �� 21.9 �o � 877.8 �6 877. T65.5 877.8 ��kL�,�vE J • ,�,� 00�� w $77. 0 ��o�O a�2� PROPOS�O 8�8 0 877.45 Jr r.� 8��s r, � � - �.. �.�,,�- .r - �.. - - �._�'� �... _ � / � /� RETAINING 8j8. � '� � �� S TREE � WAL - -- -- -- - - -- - - - - - ---�- - - -�� 9 � � �� PRESERVATION �� $�. �. � DRAINAGE & UTILITY EASEMENT- �/�� `� AR£A ��bo $,�y-�ti " - � ♦ �B� '+�6 50.00 �"'� 53.00� $78 ao ,t �. �.. ._ _ �. ._ �� $�9� N89°53'33"E �-►�-° 103.OQ $''6� �- - -,�,. � Lots 1 and 2, Biock 2, 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 �y laws of the state of Minnesota. ' Date - ' Oliver Surveying & Engineering, Inc. p,q,(;pN ENGiI�tE,F�R�TNG DEPT; �� ' '( ��' _ By: Rick M. Blom, I.S License No. 21729 Oliver Surveying 8� Engineering, Inc. Date: 4/17/14 Larrd Surveying •Civil Engineering-Land Planning Ree.: 4/21/14 (Retaining Wall) 580DodgeAve. E1kRiver; MN 55330 •763.441.2072 fac. 763.441.5665 Rev.: 4/28/14 (Drivewap) Rev.: 6/3/14 �RetairlYtlg W2�11 & LO Elev� www.otiver se.com r " :r 1� ,� � . . , � Use BLUE or BLACK Ink �----------------- I For Office Use � � � i r' �� J/ `� I V�� ..�� i Permit#: / �� , �� I � � I Permif Fee: � 383U Pilot Knob Road ��,�� . I Eagan MN 55122 � Dafe Received:� ��`� � Phone:(651)675-5675 S�p �3 ��1� � S t a ff: � • � � Fax:(651)675-5694 I . ' i�_____�__�_�____J 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: �• �.��+. SiteAcldress:�� Y�0�L� . � Unit#: �1�� . _ F�� r�...� � v��',� .� �r, ae . �� 3't> �s*'+ ' T . . ��-� �"�; �� Name:��L��. Phone.�,1',s � JC.- 4i._ . �� esrdent/ � ��owner � } Address/City/Zip�i� 1;� �18Tl�-I ST' �D1�•.l�.. M�,J. 554��[ s��"��' ;� a ��.��,��= y� Applicant is: �Owner Contractor _��"�,� ; � � � 'I ��`�Y� � �-�,w• Descriptionofwork: t��„��'�''�'�E.�'S'tCl�("�lr.�,t...� y�,�� Ty�p�,e of°Illlork� `�'"� �`"�� Construction Gost: Multi-Family Buiiding:(Yes�/No_) _�-��`'�,'��, .�. ,_ : . �'"'�'�> ��. �` Company:r7� /�r�'"�� I�'�L��R.= ��.. Contact: �� ..� �� x: . ,: � • �_ Address: Ci� � eContrac o �� -�: .State:,� . Zip Phone: - . � � �.. 1 ��y'��r��*: - � , ' - . ' ... , . . � . . . . . � �,� , c Y��;�,:.�� License#: d Lead Certifcate#: lf the project is exempt from lead certification, please explain why: (see Page 3 for additional information) � GOMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the Gity of Eagan issued a permit for a similar plan based on a masfer plan? , Yes �o If yes,date and address of master plan: � Licensed Pluinber: � .. ��(� Phone:�(��.L�� . 2. : Mechanical Contractor: ��(��..,�_�.�.��'[��,��_Phone:q��.C>�O� Sewer&Water Contractor:��,. � Phone:�q! � . �,�i�. ar �'�'�n+•si�3 °'+`�'rer>�'-"wr�*^'T�;xri:'tv� a�i. "�: 7�-.,�,.-;-s,'-r'� .. a r�,�.::r .. �x � . . . rs. ��"�S",'—"(..r-ee-.r,,:.'�� X. �,N�FOTE��Plans�an�►�suIp�'�porting tlocu�.ym�� ents�,tl.�%ai�`,t,�you�s,ubm�E ar�,e,cons�deretl#o�be�pub(�c informa�st.��on��;�or,t�ons ot� S.Y�:' ''� �`?� d7�.,.�.'^�k��:�.xW..�.�5� TE'�' .a J�a.'!r�' 'L �tY:F4 �mY 7v K. k'i l E� F �ttK f'v� . �1i' n3' R: µ�th n�m��A:inay�be�classi�iedya,s norr�publ�c�tf.yoy�pxov�de specific}reasons thaf would perkm►t;�he�City,to�, : .:;F z a r��4��.+�er r�y�.r?�,�fCU.g-yt,°�y�.. ��'•.w3�ct�'1+�`Y,'�..3��:3'� .Msi�.,.�"2`�.q'��v�.'�j�'1 s .�.;y`..�...s,.'Fl�'�"�:s7�j r+is,.ti� a- a.i,,,�;�.� � i �y �..ask c ' ��` ��'��' � � s. � conc�utlefhat;f�1@ reretradlesecrets`�� ec.,��,�' � ��.3�. °�:-��.r.,",�'�`�,��7��3:�,i`'��r,��,.-i��. °z . L__.....c.....e_ �.iw,�...�_�i_.. .'�i _..:i:�...+4z.£�.`�.'-,:.:��.r€a .,x�,�,a.,�,�.�..�-.,�,�,�.,.+.............>,.y.�...,..�. . .....,..,.....,,.... .._T-+:1' 9.,Z. CALL BEFORE YOU DIG. Call Gopher Sfate One Call at(651)454-0002 for protection againsf underground utility damage. Call 48 hours before you intend to dig to receive locates of underground ufilities. www.aopherstateonecail.orq . � I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with tfie ordinances and codes of.the City of Eagan;that I und�rstand 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 approvai of plans. Exterior work authoriied by a building permit issued in accordance with.the Minnesota 5tate Building Code must be completed within 180 days of permit issuance. . � , ' ; .. � X R�w"`L��)1�. . ApplicanYs Printed Name t's gn ure . . Page 1 of 3 . � . /��io � � %�iC� Vi�G� G-�� ' DO NOT WRITE BELOW THIS LINE . . SUB TYPES . � Foundation _ Fireplace _ Porch(3-Season) Exterior Alferation(Single Family) � Single Family Garage _ Porch(4-Season) _ Exferior Alteration(MulYi) . _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _.Miscellaneous _ 01 of_Plex �Lower Level _ Pool _ Accessory Building WORK TYPES �New Interior lmprovement _ Siding _ Demolish Building* _ Addition Move Buiiding Reroof Demolish Interior _ Alteration _ Fire Repair Windows Demoljsh Foundatio� _ Replace _ Repair _ Egress Window Water Damage ' �. Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION • � Valuation ��,G13 Occupancy ' '�C, MCES System Plan Review Code.Edition d ./!Lt� �.. SAC Units (25%_'C00%�) Zoning {� City Water Census Code Stories Booster Pump #of Units Square Feet PRV � . #of Buildings � Lengfh ` Fire Sprinklers . � Type of Construction � � . Width REQUIRED INSPECTIONS - . . . Footin s New Buildin • J ( J) � Meter$ize: . - Footings(Deck) � Final/C.O. Required - Footings(Addition) Final/No C:O.Required . " Foundation HVAC Gas Senrice 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 — . Sheathing Retaining Wal(:_Footings_Backfill Final Sheetrock . Radon Control Fire Walls Erosion Control Braced Walls � Other: Reviewed By: � ,Building Inspector RESIDENTIAL FEES ' e ` ' Base Fee ��7b ��u� �� ' Surcharge r�� ' Plan Review 5 � � � � ��'^�"�� d'tY"�- vtlr�nl� C��"'`+r,�-c�� `� � G � MCES SAC -- �7 � City SAC . ` I � .�� Utility Connection Charge ��1 j ��r.�� '� V' C S&W Permit&Surcharge . Treatment Plant � � � C/ �r � .' C/' . Copies . �V�� .� � —' l� � b . �. 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'±. z Z =n o m o z n�',n v_ � fD t'3`�„�.,{`Q*?� o m m n v i-+o • a r in 30o Il,o ' .r r:.�� .��.C3�y�„��.. n mmH H�m °=o � -o v� c �, s : �.- ,,,� x z 7�� z v = n �� .,� �,�„°�.. .t!7+"�r�+� Hv -im AE � r-i w iv .� �;z . .@�,}:cE S�� m m o 3 v � � � v�ia lI Ir � �`.. ��y^,. � r^ � \ ��oo � ��.��.. � A F-�I--�fl O O £ .j� ��:��,`P � �, � • � �I O'�o �V � t,i S�� '�iS��''✓`"��. (�'1 W\\�j�-� �j�+ � ' �.'l!�.�. •• N-I00 -� � .. r fD O O F-� � � \ 1-�� O A O v� pl � � PEARLMONT B11 - f� /� 8-11-14 � � 1516 VIOLET LANE �r��Z3 V`pl0 3:19pm EAGAN MN 1 of 1 CS Beam 4.11.183 Im�BeamFngi�e 4.11.18.3 erials Database 1498 � mber Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 42 PLF Deflection Criteria: L/240 live, L/180 total Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: Beam21 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Re IacementUniform PSF To 0' 0.00" 9' 4.00" 27' 0.00" 35 17 Snow �� '�ui�� = 9 _ , .-� �44i�rd:�_ ; 4�biul'�W�UI��?U�V� 9 4 0 � � � 9 4 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 2.250" 6695# -- 2 9' 4.000" Wall Steel N/A 2.250" 6695# -- aximum Load Case Reactions d forapplpng point loads(or line loads)to carrying members Snow Dead 1 4479# 2216# 2 4479# 2216# Design spans 9' 5.750" Product: 1-3/4 x 9-1/2 MAX LAM LVL 2.OE 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of Simpson SDS 1/4x3 at 24.0"oc,from the loaded side NOTE:Consult Simpson fastener pattem documentation for details Minimum 2.25"bearing required at bearing#1 Minimum 2.25"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15866.# 16388.# 96% 4.67' Total Load D+S Shear 5577.# 7265.# 76% -0.06' Total Load D+S TL Deflection 0.5131" 0.6319" L/221 4.67' Total Load D+S LL Deflection 0.3432" 0.4740" L/331 4.67' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are tredemarks of[heir respecfive owners TERRY FOLKEN WEEKES FOREST PRODUCTS Copynght(C)2013 by Simpson Strong-Tie Company Inc.ALL WGHTS RESERVED. 26��L+�M�AVE "Passing is defined as when the member,floorjois[,beam orgiider,shown on[his drawing meets applicable design cnteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designerordesign pmfessional as required forapproval.This design assumes product installation according to the manufacturers specificatlons.ST PAUL,MN 55108 /�i 6 //�oc,��' �� Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN 9s2.8 Denotes Exist,ing Elevation �T dob � B1801.10-129 Book/Page: 185 3a ' 981.5 Denotes Propnsed Elevation 1V Scale: i,"=20' Date: 4/17/14 ^ I "� Denotes Surface Drainage HOUSE TYPE: TOl►NfiOUSE FULL BASEI�N't' �OOKOUT , O Denotes 1/2" iron pipe set PROPOS�D HOUSE EI�KATIQ�TS: Lot 2 Lot I ' •Denotes 1/2" iron pipe tound. GARAGE FiAOR EI.EVATION = SBi.S 883:7 ' TOP OF FOUNLIATlON ELEV = 884.0 88 4•Q ' ;3'� �4��;±�,°�� 3�� LOIIEST FLOOR �LEyATION = 875.3 875.3 w ., ,` 'y y; ,� �� LOOKOUT EI�VA'!PION = 878.3 87� 8.3 � - f=� � r j �IU�L� f7i�//�iHl�v� Lf�/�U t� � I�ra��.t+ I;��#�?��=�E,:�,faed �� _ �'y COi'ifC��ft7a/`C3iki'i�-". � �� G�� \d , � _,�--- � _.-...--- 1 ^-"""'_ � -----...^' � � � .�..---- 1 _.-----1 _"�- � -�`- � � \ -- ___--�i ---�' � � � _ � ��_D______..r p p-_._^-- � D �----D-'._-'--D �' D---"-'��-D ° lY DL�T LANE - � - � , e�re� o _ e�s �' e�se° �°y�` B� p� •d'p •SJ 01 � n - 4 � i s i i M� � i i r i � .68 tW I ` �' 875.68 BW b� .// e�� PR�� RETAlNING � , PRD SAN 8�6.3 �'! � WALL � SERV. 87,6.7 877.73 TW � o SERV. 877.5 a ! o a� 875.78 BW _tac � N89° 53'33"E '�? ►? i'10 .00 s a�6a - 879.55 `L - o` >5.io _ 50.00 � 83.5_ °0 53.00 ' _32.o e,� 5.�o T I ° � 50.0 � .� 8�e _,._ 3 21.0 T � . � 878.7 TW 3Q 876A BW � � IN R �� ° $''� 1 �` NT � �� I � � Tg� �.��: IME'�R C 0� � o _ i � _ j9.6� _ � Q � a a,,5 X� 8 D R I V EWAY � a pRpp I ''' l _ � a U � �NING 8 7 9.9 Y w ��a+� _ Q � s�s.s aw � M � ,�6 k � � 0�'1��_ � I � j8C --_""_ � O I g7g.70 � � � f.7 � � 1 f, �. o o r - _ Q • � � �qi 8,�a � �� Portc� � N L � � '� 0 ♦ 2 -� o - o � W N ��' 17.0 1 G� i .0 ^,� 883.0 T m 9� . ° Lot Area: 6,000 S.F. N Lot Area: 6.360 S.F. � gg0.0 B �''� ' X - e1 � a�o Coveroge: 2.392 S.F. Coverage 2,392 S.F. 1'� �� w ' N .. ° W 20.2- � PROPOSED BUILDING � ,�69 �o ,�,,� �- -� ', � = 4.o a; W s O e� t-P - � _ ; N L "' #1518 i� #1516 M ^ "�► ''°��, �..�✓' c�wT. cD �c�tESS N � ��' �-I � ' �� 0 8 3. �w O ""!► � y.'� e�ti• - O 4� p � 8 �--i-- - � � � N 8.2 I N ;S ( 0� 87g 9 DEqC ( ' I -�--i �.� � � j , ,�o„E � � o.$ � 0 � �� "� .92 o a 12.5 12.5 0 9.92 8 8j Z 6 s,s.z, � N is.5s N '�3 s B� ° �- - - -�- - - � . 877.8 N 15.58 �i __ �_� k 877.8 �� a � 2I. �o � 877.8 �6 877. T65.5 877.8 e�� ,i�VE J . �� QQ fi w ' 77. $��O Q B?2�'' PROPOSED8�8 0 877.45 ,r ,..� $,n►� r, _ � _ � .�.....,�.� .r _ ... _. � a�� ... _ RETAINING 8j8 S � � ��'�°` wA� --�--- � � _�TREE _ .,ke ' 9 �� PRESERVATION i 1� �-- -- --- � DRAINACE & UTILITY EASEMENT- �� AR£A ��6° $�5r _ ` $8 ao '►�6 50.00 �� 53.00� .� _. ... _ � _. ^ � _ � 0�9� N89°53'33"E �,�-° 103.00 6�,^,�Qg� �-�'��-.^ --�-- o � � ��ti t. �� , � � � �� (��s�z i� ��: __ �� y,i2�t,��' � �a�� _. _�,�_�.�. __��i- � ' �^ r,�° � S..rr i d�. ..:. �.. �+ [{� ,t� ��. ��'i..,l�t.l;�' ; :� �:.� �,�SY��``Z+..J �iU�-.,:ey„p$� I Lots 1 and 2, Biock 2, PE.ARLMONT HEIGHTS, Dakota County, MN j I hereb certif that this su.r�re , '��'m' ' Y Y p plan, or report was prepared by me or under � �] '-i! ,�_�.� L.,! mp d.�x-ect supervision and that I am a duly Licensed Land Surveyor under the By laws of the state of Minnesota. Oliver Surveying & Engineering, In�. �� - ' EAt�AN ENGINEFR�ING DEPT: ' ' '( �. �I By: Rick M. Blam, IS �, License No. 21729 OIIVG'r Stlr"V�lj2g' � EIZgl1ZG'E'rlf2g, Inc. Date: 4/17/14 Land Survpying •Civil Engineering-Land Planning Rev.: 4/21/14 (Retaining wall) 580DodgeAve. EltRiver, MN 55330 •763.441.2D72 fac. 763.441.5663 Rev.: 4/28/14 (Driveway) Rev.: 6�3�14 (Retairt2ng Wall & LO Elev� wwrv.oiiver se.co�e ' . • Clty of�a�� Address: 1516 Violet Lane Permit#: 123866 The following items were/were not completed at the Final Inspection on: � j � � � r � � � �� , ��' ( �" ��d�� _��'�p��e � �� G��`�"' �.�, �� '?��l�" _ ��E.' {'it�tl��; ��S � �� m��ml"�� i �� ,�.�qP� Final grade - 6"from siding Permanent steps- Garage �� Permanent steps- Main Entry 1� Permanent Driveway 1� Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn ✓ Trail / Curb Darnage Porch � Lower Level Finish �/ � Deck �'i Fireplace �-� � �� '� I�I , � I � • Verify with your builder that roof test caps from the plumbing system have been removed. II • Turn off water supply to the outside lawn faucets before freeze potential exists. 'i • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an I irrigation system. '' . �-� �J/� � I'I Building Inspector: � " t l � ,, G:\Building Inspections\FORMS\Checklists I�� City of EaQali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 D FEB U 1 2016 Use BLUE or BLACK Ink For Office 1Use4'/0 j41 Permit#: Permit Fee: /r'.2." Date Received: Staff: J 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1/27/2016 Site Address: 1516 Violet Ln. Unit #: Name: Ron Clark Construction & Design Phone: 952-947-3038 Address/City/Zip: 7500 W. 78th St., Edina, MN 55439 Applicant is: 1 Owner ✓ Contractor Description of work: Addition of stairs to existing deck Construction Cost: $2000 Multi -Family Building: (Yes / No V ) Company: Ron Clark Construction & Design Contact: Habib Tajik Address: 7500 W. 78th St. City: Edina State: MN Zip: 55439 Phone: 952-947-3038 Email: habib@ronclark.com License #: 1220 Lead Certificate #: If the project is exempt from lead certification, please explain why: 80/1-7-/,2J am�4i COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: Fire Suppression Contractor: Phone: and► lid CALL BEFORE YOU DIG. Call Gopher State One CaII 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.gooherstateonecall.orq 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 to : uil • g Code must be completed within 180 days of permit issuance. Habib Tajik Applicant's Printed Name Ap• f}' Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Single Family Garage _ Multi t Deck 01 of _ Plex _ Lower Level WORK TYPES New k Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review ,/ (25%_ 100% 1/ ) Census Code # of Units # of Buildings Type of Construction Interior Improvement Move Building Fire Repair Repair ;.(00 h► 3�t Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice & Water _Final Framing Fireplace: Rough In _Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: Siding Reroof Windows Egress Window _ Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant TrZc•/ 3r MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL -.?:-57 Page 2 of 3 ) „//Z,,2 Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN 952.8 Denotes Existing Elevation 98L5 Denotes Proposed Elevation '♦ Denotes Surface Drainage O Denotes 1/2" iron pipe set • Denotes 1/2" iron pipe found. N r Job # B1601.10-129 Book/Page: 185/32 Scale: 1"=20' Date: 4/17/14 HOUSE TYPE: TOWNHOUSE FULL BASEMENT LOOKOUT PROPOSED HOUSE ELEVATIONS: Lot 2 Lot 1. GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEV = LOWEST FLOOR ELEVATION = LOOKOUT ELEVATION = VIOLET LANE D 881.5 883.7 884.0 884.0 875.3 875.3 878.3 878.3 D D 8>8 '0 I ?S I TBC 879.87 t> D ..s 1 +- "` STEEL POST PRD SAN. SERV. 877.5 N89° so PROPOSED RETAINING I WALL 61> ec neo •�� b. I I STEEL POST PRD SAN. SERV. 876.7 1 53'33"ET 103.00 co a7 03 >5.10 50.00 883.5 50.0 8js 876.68 TW 875.68 BW 878 3 877.73 TW 875.78 BW g18,8 53.00 7.7% DRIVEWAY 03 03 TBC 793° TBC O O O PROPOSED RETAINING WAL l. TBC a.ao 0 03 03 Ni 03 03 PORCH 8j) o 21.0 3 17.0 1 Lot Area: 6,000 S.F. Coverage: 2,392 S.F. 20.2- PROPOSED #1518 171.0 1883.51 1-- 18.2 - • 880.8 N a; EGRESS WINDOW WELL .92 0 N -I.1877.81- 21. 2 DECK 1877.81 ABOV $1 8�g n 1877. 451 0 12.5 15.58 ci 21.0 R 03 0 2 O 0 2 03 03 co 32.0 8jp s5 PROPOSED RETAINING WALL PORCH 17.0 Lot Area: 6,360 S.F. Coverage: 2,392 S.F. BUILDING N #1516 CD O ° O 0 12.5 10 CV NtM z5 0 9.92 cv 15.58 cv 877.8 65.5 877.8 877.20 ..► a,1 r TREE �$-1 PRESERVA DRAINAGE & UTILITY EASEMENT - 50.00 $'$� N89°53'33"E 877.8 DECK 0�� L ABOVE 1876,951 I I O 03 883.0 TW 880.0 BW 03 N. n 03 53.00 103.00 Lots 1 and 2, Block 2, 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. By: Rick M. Blom, LS License No. 21729 Date': 4/17/14 Rev.:: 4/21/14 (Retaining Wall) Rev.: 4/28/14 (Driveway) Rev.: 6/3/14 (Retaining Wall & LO Elev) • Y. BUILDING DIVISION Oliver Surveying & Engineering, Inc. AREA 8js ION ,16 co N oo PP 5.10 878.7 TW 876.0 BW 911•\ B • 879.9 TW PORCH 1 876.9 BW to_I r1 L.� °°_ O I .N J tai� u 0 n 00 EXS. CANT. u� DECK ABOVE I PORCH ��JJJJ L__1i 6. o Bw 8 0�4 oci oo 3'x3 -3411it/140I/;4\1 31g q' 574/4/ ^V IED Land Surveying • Civil Engineering. Land Planning 580 Dodge Ave. Elk River, MN 55330. 763.441.2072 . fac. 763.441.5665 www.oliver-se.com !" #$%&'()'*+*, -./$%'"&0-146/7$,+ -./$%'56/7-.189:;AEP >*%-'!??6-@1=ABAPBA=9C -./$%'#*%-+(.&1--./$% D$%-'8@@.-??1''9;9C''U$(4-%'M*,-'' M"#$% &&3M())**+ &&,:-.#E+&\[:*DG9 ,12 !3456L5343M43M3& 89: >-?2.$0%$(,1 ;<=&>?@: A:9*):+*-# B.%&>?@: A:@#-$: 2:9$.*@*+ B-:.&;0:+:. 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