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3864 Bridgewater Dr �� `�l�' /�_ ��/ �(��s �� Use BLUE or BLACK Ink C.f ------, , r---------- /,�� I For Office Use ��/�� L ��Syj�� A" �5 � " � �"t • � �v//� �� r v � � Permit#: � � �f,�� Clty of �a�a� ,�� ,y � r�� /[J � �.�� ¢ "" '`,,!�.�.�� `77� , ��J' � Permit Fee: � 3830 Pilot Knob Road ��. � � � � , Eagan MN 55122 �+.�-� � t � Date Received: � I Phone:(651)675-5675 �� '� Fax:(651)675-5694 �� I Staff: ,� I ,�`� l,(� ��f��fS �----------------� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: � � .�� Site Address: �� l.v T� �Gd"9'T�✓L �/� � Unit#: "�� x��-�� `:: � Name: - i�2- ��-J K Phone: d/.�� `��S7 ��" �� ; �x�: � � Address/City/Zip: �� cYL �� ' �� R �� /`i S.S��z �� . �'��# �,�� Applicant is: ` Owner Contractor �,"� - r a�ks �T /�� c✓a�'•t '"� �� " �v Yi O � '3�m� ��. . l � � /. � �� ' �� Description of work: �i�✓ c v -� ��}/''�� '� 4�2 (s� �pe of Work :. �� t � �'��¢ `" ; Construction Cost: Multi-Family Building:(Yes /No�) � �^ �� Company: " � �` J?�J�'� Contact: ��2 �„ GOi��'�Ct4T�# Address: � � � � �G� �l � City: f r �. � � State:/�r�Zip: �'�� Phone: �/2, ��-?�SZEmail: 5��Y'C�L �° ��,�"!�c , z�, ` License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: 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: �� >i,�� Phone: �/�.,�� '�� Mechanical Contractor:�/��, ,�1�G �r.� �d�<S T'� �0�� Phone: �(��d- �, '" �� -� � ��.r-� 1 .r —_1> „ .1/ � Sewer 8�Water Contractor: �. , , Phone: "f�`�^�''�'�—' ��..A U% Y�". ` / /' �, �'�/'L'c _r� � Fire Suppression Contractor:��it��' _�1.t.�r � VV�'Z6�� --��honeC T �� <G� r�IOTE;Pl�ns anal supp� � ��' ,�aen�s; �t�r� { r�cons e� rrn� � i��s :• ' �#he informa�on ma,��b� �.��tl as nc�r�publ�� ' �de sp� n�� t�� t��""" � r � � �� „��`� ccs��ud�� ade s`.; ;� �.� � � CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.goqherstateonecall.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 State Building Code must be completed within 180 days of permit issuance. x ✓�, �� x Appl' t's Print Name Appli t' ignature Page 1 of 3 �� j�(j�%�f��0 NOT WRITE BELOW THIS LINE ,I3/�y� SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) � Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New Interior Improvement Siding Demalish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alte�ation _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retalning Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION �� Valuation w Occupancy � MCES System Plan Review Code Edition t �� ' SAC Units � (25%_100%�) Zoning �� City Water Census Code Stories � Booster Pump #of Units Square Feet �� t� PRV #of Buildings Length �� Fire Suppression Required Type of Construction �� Width � REQUIRED INSPECTIONS � Footings (New Building) Meter Size. �� Footings (Deck) � Final/C.O. Required Footings (Addition) Final/No C.O. Required �C;� Foundation HVAC_Gas Service Test Gas Line Air Test T Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final �G Framing Drain Tile � Fireplace: Rough In �Air Test�Fina��,,,� Siding: _Stucco Lath Stone Lat _Brick a �` Insulation Windows � Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock � Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Other: t�� Reviewed By: , Building Inspector RESIDENTIAL FEES r � , ., ��"'�M�� '� �I(.� �� `: �.a��r�� "� �� .�� :t,y Base Fee � �- � y Surcharge �� ?�� r`;`�� ", � ,� ��;�� i�'�#�-�`� � Plan Review ,.�-- � � MCES SAC �� '�� f ��"'r" s� � � � ��,/J �,- (� �1 �C �i � ��= �`°� � � � � c�ty sac � �° � �-� � � ;� `� �'-� � Utility Connection Charge �, ��`i� ��-� �A. ��i`� � �� ` � � � S8�W Permit 8�Surcharge � � � � "`� . � , � �`� � � � Treatment Plant ` �� `j � �ti;, !��"�� .C� ,r � � Copies -� � �;�� „� t�" �� TOTAL � ,.�' / a�. � ,�� - w��`r � � �'� � P ge2of3 � k� � ��" �'� �f �`��,�� ... � ., 6/18/2015 Energy R401.3.jpg �/�/�� / New Construction Energy Code Compliance Certificate Per RA01.3 Certificate.A building certificate sha11 be pasted on or in the electrical tlistribution Date CertifiCate P paneL P�10E.' �/O111' Mailing Addres/s of the Owelling or Dwelling Unit c�ey iQg� �e�,� �Ni - �,t.t�19 rs J�i Y� � )C-• ��'� , . Name of Residentiai Contractor MN l.iconsa Numher THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Appiy Passive{No Fan) Ptt;��vE1'��''n�nTrrl'�Ra�rran o ¢r ou'other system mortitoring m � � m hn� � Location{or future location)of Fan: a � m - � � N m _ � a° � o �o. � rs U � o � � � m � �+ V � '�'o � � O O C LL � U Insulaiion Location � � Z �-�" � U p � w � m o �° Oy1 E E . � � p N p � .G p a C � m . . . . r- � z ii LL LL u. � iY iz Other Piease Describe Here Bela�v Entire 51� Q Foundation Wa0 �[� Perimet�`of 81ab a�Gra� , {d Rim Joist(1 sC Floor) � � � � � Rim.toist(2ntl Fioor+ �� Wail � � � Ceitin flati GeiBn ,vaulked � � �� Bay Windows or Cantilevered areas Floors over uncondiGoned area Descri6e other insulated areas Building envelope air tightness: Duct system air tightness: Windows d�Doors Heati� or Cooli Ducts Outstde Condltioned Spaces Avera U-Fector excludes sk !i hts and aia door)U: Not applicable,all ducts Iocated in oonditiaied space Solar Neat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Selecf a Type Appliances Heating System Domestic Water Cooling System Heatar Nat required par mech,code Fue17 ��S G4.S 2 �l:�'Plit C: Passivs Manuiacturer (� / �J jZ � Powered ' interlodsed with e�aust tlevice. Model I�! S �j� S`(� � s�t� Describe; Input in CapacBy Output � OthBr,desc.�ibe: Rating or Size BTUS: � �� in Galbns: �(� in Tons: AFUE w �^ SEER �pcati0n Of dUd 01'SySt6n'1: Effidency ` HSPF% qJ��S i��J �� 'IEER �� Heati s, Neating Gain Cooling load Residential Load Calculati ,q ,�d 2:�9 Cfm's � "round duct OR MECHANICAI.VENTILATION SYSTEM "metal duct Describe any additional or canbined heaGng or coaing systems if installed:(e.g.two fumaces or air Combustion Air Select a T pe source heat pump with gas bac�c-up fumace): Not required per mech.code Select T pe Passive Heat Recaver Ventiiator(HRV) Capaci in cfms: Low: Hi h: Other,describe: Energy Recover Ventilator ERV)Gapacity in cfms: Low: � High: [? �ocation of ducE or system: Balanced Ventilation capacity in ctms: � i� t�,y� locakion of fan(s),describe: Cfm's Gepacity cmitinuous ventilalion rate in ctms: "round ducf OR Total ventilation(intermittent+cootinuous)rate in c(ms "metal duct Builders Associaton of Minnesota version 10101A e.com/ Jscs/mail-statiG !s/k=gmail.main.en.iZ37bfinx8dY.0/m=m_i,t,iUam=PiMawv3f-4MYZ5Bd-kjF_v33u0-KnX1e �ZAJKdAvi_2f8D-D2... 1/1 Minn�sot� Re�ideni�ial �nerav C� ode MN Rules Chapter 1322 Insulation & Fenestration Requirernents YES (VA YES NA Fenestration U-Factor: 0.35 [� D Floor: R-30 t� O Skylight U-Factor: 0.60 O [I1� Foundation/Rim: R-10 C� D Ceiling/Attic: R-�q C� O Slab&Depth: R-10,3.Sft [� ❑ Wood Framed Wai) R-�i9,2o (� ❑ Crawl Space: R-10 O � Or(R13+R-5) Mass Wal) R-15 ❑ � (t-5 Foundation/Rim area exception: � InsulaYion on exterbr or(ntegral to foundaifon ❑ Additional R-5 added to attic Cl Min.90%AFUEfurnace O Min.6"energy heel used in roof framing Founda#ion insulation Options ❑ Integral ❑ Interior—Rigid ❑Interior—Semi-rigid ❑Performance Option ❑ Exterior � interior—Unfaced fibergiass ❑ Interfor—Spray applied Uentila�iQn Req�irem�nts Total Ventilation Rate(CFM) (0.02 x square feet of conditioned space)+(15 x(number of bedrooms+i)] (0.02 x�) + [15 x (�+1}j = "�j�a�•'2 CFM �t�.s3 9�•S Continuous Ventilation Rate(CFM) Total Ventilation Rate/2(never less than 40cfm) : ��`f� /2 = � �i�i_1r,�CFM OR Number of Bedrooms 1 2 3 4 5 6Z Conditioned Total/ Total/ Total/ Totai J Tota!/ Total/ space'(in sq.ft.) Continuous Continuous Continuous Continuous Continuous Continuous 1000-1500 60/40 75 J 40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 20Q1-2500 $0/40 95/48 110/55 125 f 63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150 f 75 165/83 3001-3500 100/50 115/58 130/65 145/73 16Q/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 `1 5/8 1$0/90 195/98 4501-5000 130/65 145/73 160/80 1 190/9S 205/103 5A01-5500 140/70 15S/78 170/85 185/93 200/100 215/108 5501-6000 150/7S 165/83 180 J 90 195 J 98 210/105 225/113 'Conditioned space includes the basement. ' Zlf conditioned spacQ exceeds 6000 sq.ft.or there are more than 6 bedrooms,use equation listed above to calculate total ventilation rate and continuous ventilation rate. Ventila#ic�n Typ�; E�Balanced ❑ Exhaust Page 1 Residential Heat Loss and Heat Gain Calculation 6/15/2015 In accordance with ACCA Manual J HAROLD A. MAGY&ASSOC. INC. Report Prepared By: Harold A. Magy &Assoc. inc For. JERZY& BRENDA SZOKA RESIDENCE 3864 BRIDGEWATER DRIVE EAGAN, MN Design Conditions: Minneapolis/St. Paul Indoor: Outdoor: Summer temperature: 75 Summer temperature: 88 Winter temperature: 70 Winter temperature: -15 Relative humidity: 55 Summer grains of moisture: 98 Daily temperature range:Medium Buiiding Component Sensibfe Latent Total Totai Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Misc 20,600 0 20,600 0 Windows 16,995 4 16,995 13,101 Duct 5,297 0 5,297 6,267 Ceilings 5,074 0 5,074 15,768 People 1,800 1,380 3,480 0 Infiltration 842 1,081 1,923 8,258 Walls 1,845 0 1,845 16,871 Doors 764 0 764 3,912 Skylights 0 0 0 0 Glassdoors 0 0 0 0 Fireplaces 0 0 0 2,753 Floors 0 0 0 4,504 Whole House 53,217 2,461 55,678 71,434 (4.5tons ) HVAGCaIc Residential 4A by HVAC Computer Systems Ltd. 888 736-1101 Load plculalions are estimates only,actual bads may vary due to wealhar and construction difFerences. International Mechnnical Code MN Rules Chapter 1346 MAK�-UP AIR REQUIREMENTSS(This work sheet assumes One ot MulHple power vent pr direct vent appliances or no combustion appliances) Exhaust ONLY Ventilation Sys.�CffTl�(NA for ealanced systems) � �47 80%of largest exhaust rating(cfm) + �D ' Clothes Dryer(cfm) + 135 TpTAL Exhaust Capacity(cfm) = d-�'a (a) ' Sq.Ft.of Conditioned Space• �d�'4 X 0.15 = � 7�o (b) Est. House infiltration(cfm) ' Qncludes unfinished basements) �'�'5 (a) _ �1 (v (b) = i � i TOTAL Exhaust Capacity(cfm) Est. House infiltration (cfmj Make-up Air Quantity(cfm} (If value is negative,no make-up ait is needed) Passive Make-up Air Duct Passive Make-up Air Duct Openings Quantity(cfmj Diameter l�Z Openings Quantity(cfm} Diameter''2 1-36 3 �� 110-163 6 37-66 4 164-232 7 67-109 5 233-317 8 An equivalent lengch of 100 feet of round smooth metal duct is assumed.Su6tract 40 for the exterior hood and ten feet for each 90-degree el6ow to determine the remaining length of stralght dud aUowed. Z If flexible duct is used,inuease tfie dud diameter by one inch.flexible duct shait be stretched with minimal sags. Internationn! Fuel 6as Code MN Rules �hapter 1346 COMBUSTION AIR REQUIREMENTS: Input Atmospheric Fan Assist/ qirect BTU Vent Power Vent Vent Electric Water Heater G�o,oa o C�'� O ❑ � Furnace/Boile� i b o,o o v O O �µ'�F O furnace/Boifer O ❑ ❑ � Other D ❑ � � Combustien Appliance Space(CAS)volume: ft3 Total Btu of Combustion Equip. (Inciude entife unflnhhed basement lo volume) (00 NOT Include Dtrect Vent equipment) INPUT RATING Btu) STANDARD METHOD(ft3) INPUT RATING (Btu) STANDARD METHOD(ft3) 30,000 1500 55,000 2750 3S,000 1750 60,000 3000 40,000 2000 65,000 3250 45,000 225Q 70,000 3500 50,000 2500 75,000 3750 Using the table above,find the btu ratin�that matches your TOTAL btu of combustion equip.(round up)and find the corresponding STANDARD METHOD volume. If your CAS is more than STANDARD METHOD volume, no additional combustton air is required. If not,contact Building Inspectian Department for additionai forms. � ' �► � LOT SURVEY CHECKLIST FOR RESIDENTIAL J j�� / BUILDING PERMIT APPUCATION PROPERTY LEGAL: ��; ,��h�Q� d� ��"" .�l�_ - � �r� ' ''"" ' DATE QF SURVEY: S I�1�� LATEST REVISION: d _ `��;(�� i��f,e)!�-�.-- �f�--; � � � _ a � O z Q DOCUMENT STANDARDS � p ❑ • Registered Land Surveyor signature and company ,�• ❑ p • Building Permit Applicant � ❑ ❑ • Legal description � ❑ � • Address 0 0 • North arrow and scale � ❑ ❑ • House type (rambler,walkout,split w/o,split entry, lookout,etc.) � ❑ ❑ • Directional drainage a�rows wi#h slope/gradient% ' � ❑ ❑ • Propased/existing sewer and water services&invert elevation • ,� ❑ ❑ • Street name �' ❑ p • Driveway(grade&width-in R/W and back of curb,22' max.) � p ❑ • Lot Square Footage � ❑ p • Lot Coverage � ELEVATIONS Existin �' ❑ ❑ • Property corners � 0 p � 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 �- ❑ ❑ • Waterwrays(pond,stream,etc.) Proposed � � ❑ ❑ • Garage floor �3' 0 ❑ • Basernent floor , � ❑ ❑ • Lowest exposed elevation(walkout/wrindow) �( ❑ p • Property corners /g ❑ p • Front and rear of home at the foundation PONDING AREA(if applicable) �-p ❑ • Easement line � p p • NWL �H' 0 0 • HWL p ,� ❑ • Pond#designation ❑ �d' 0 • Emergency Overflow Elevation ; ,�, ❑ 0 • Pond/Wetland buffer delineation T Y/ N . Shoreland Zoning Overlay District `�� 1� • Conservation Easements DIMENSIONS � � 0 • Lot IinesBearings&dimensions � ❑ 0 • Right-of-way and street width(to back of curb) � ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) � ❑ ❑ • Show aN easements of record and any City utilifies within those easements ,� 0 0 • Setbacks of proposed structure and 'de d setback of adjacent existing structures � 0 0 • Retain.ing wall requirements: � Reviewed By: Date � G:/FORMSBuilding PermitApplication Rev.11-26-04 L � N� C N 3 a �� @ _Y � � � O N L O `7„L„ � F'� � y (0 M v��i � a�i o >+o °" o V] "�� m E 'a � op M ��' Q�� a�i � W � E �m \ � r-1 C � 7 O 2 N 7 Q. 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O � � \�� x � � , � � ° �ss oo, � �"s, �; � '� � ' _ _ /��C��j S�,\� \�� `°c�9 o U � o ' --- � �� .L �q � � E~ � � _ —_ -----_— -��==___ \\\��J\\ p� 0 0 �� '--__ ��=;,,,` �\ a A � .U � � �y i � ____`\ � _ ' _ � � C/� � Q � R' N � � `��` �� `�� W � � '� � w N � � � � � � cn � c ��==_ �� cfI O b O `" M �� '�� ---__-__ ^�1 x � �' F" Q � � �-'' ^ --_ � � � z ,,,� .��, �D `�' o o � :3 I I 0 � �� o ��a N cn �� W �'C� `� 3 0 �'� , m� ° � �. ✓ U � O � � � � �1 \J W\ � i O �I � GL 'C > \ � '�' � v � o c�d a�i �:. ,� \ � � � m N L ../1 W R+ Q GQ !� G�7 y ��0 � �� ,_ � 6C'66 � M „oi,s000i S , � .,F � � � � -- e ' , • �� _��-��;�,..�.�..�4, Engineering eJob 8/21 /2015 This eJob is prepared exclusively for: Autvmated Building Components, Inc. 9073 PO Box 133 Chetek, WI 54728-0133 Work Order: t54171 Job Customer: LAMPERTS APLE VAL Job Name: SZOKA Job Address: 3864 BRIDGEWATER DR � �3�Sy/ • EAGAN, MN 55123 Alpine ID: T502154.J530247 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only -- not for the proper manufacture of the components. Thi ' n m ifi i n r made to it . s document is no longer valid if a y od cat o s a e AI ine a division of ITW Buildin Com onents Grou Inc. ' p , 9 p p 2820 N. Great So�thwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ' • [ • �� r�°,��:4 1r`�h°.°n-�a'd�1' Engineering eJob 8/21 /2015 Table of Contents Page No. Truss Label Page No. Truss Label Page No. Truss Label 1 D1 Page 1 Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 • • �I � • �� ;;�s�.�� Engineering eJob 8/21 /2015 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as-built ', component conforms to the design. The loading and dimensions specified have been provided ,, by others and have not been verified by the signing engineer. The building designer is , responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer ', is responsible for ascertaining that the loads shown on the designs meet or exceed applicable '', building code requirements and any additional factors required in the particular application. ', The engineer's seal on the attached component designs indicates acceptance of professional ! engineering responsibility solely for the design of the individual component assuming that the '',, loading and dimension requirements are as represented to the engineer. The suitability and I • use of this component for any particular building is the responsibility of the building designer in ' accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 . E . �� a�tt��.�a�.a�: Engineering eJob 8/21 /2015 Required Details* Other Available Details* http://www.itwbcc�com/trussconnections.php *Sealed versions of these details are available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 • • : N � n �Q � N ��..� �+,� r-I'-I H�--I J �` .--i�\\� V • � � � �` .. II II i H o Vo � � � . } a a ao 0 e� o �� a`a , � d u+v ri r:i N � "oon� a _. � N.ti �.ernavTi rn U �� °°°° � 47 � \\ J N ^ vq ro c � II II"o O rn rv A lJal t ro�q �y� � 61 S1 �� V! 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JN�-IG gVvv � H � � � X .-IwE= w o�m J . � �wicfa � a . '�y �� m�' � � � $orv� � V� om �rv iiiiii u v� � U' � � O m0 osU � Z K V.+rvxrn Hunma��onm � , � oC ¢\Ilz��irvMe�ioi: .i.arvrvmae�.�o�onrm � CO FJJU H Use BLUE or BLACK Ink � r---------------- �� I For Office Use • � ��o� � Cit of E� �� ; Permit#: � ✓�`�'f/ Y � � � Permit Fee: � � `� � `J� , 3830 Pilot Knob Road � C � Eagan MN 55122 - -.� � Date Received: �✓ -�J � Phone:(651)675-5675 � � � I Fax: (651)675-5694 .� ,� I Staff: I o,';w �----------------� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: � �� 't-�Site Address: � �l� G{ � �%C��G d✓�fI'J�✓C �� Unit#: � �n ., '�� Name: �� -�� Phone: (� /�i �-��'��- �`�$�1�11#� � � .. `�� . Address/City/Zip: �C L ,(�"r2 �T , �� j/,, �, v`�..�fl� z � ��n►ner � �x: �r" Applicant is Owner Contractor `( " w�� % Description of work: ��'fi�- I 4/L'f/�� - � ' Construction Cost: Multi-Family Building:(Yes /No ) �� = *�� pi Company: '°� S�-✓l�d,L Contact: (,�2, ..2 2� - � �� . �� Address: `1 l f � ,�Z-C � �/ City: �. � /� � , �� _ � . �t. �� i` State:�Zip: S�c��ZPhone: �i/1, 22��/.�'mail: ..�o2S �;Xrtr� � �;srJ,�i�• �x, �x. � � � � ��- � License#: Lead Certificate#: �� . . � .:� .s. If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: � ()TE P ' ��1 < at�riu�� o�s� �e ��r�#� �N �� I �� N a#� ay �s��i ,��,��- � �� rd'��sp � � �vp�l �� t�to � � � �r��cr �� :� � x � � � ��.��:�� . �, ;:�� v.� ��: � � ��``�� _,� �t�e#��.:. .: r� ��. �7�.�.. . a � � ..:,.. �� . �� CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.4opherstateonecall.orp I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x �� J Z J l�/�. x App' Ys Printed ame Applica Si ture Page 1 of 3 ��y �12i ��_ �O NOT WRITE BELOW THIS LINE `� .�c�b� . SUB TYPES ' Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) � Single Family Garage Porch(4-Season) Exterior Alteration(Multi) � Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage � Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION ,�. Valuation % '"� � Occupancy u�.� MCES System Plan Review Code Edition ,;� � ' SAC Units (25%_100%�) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction �_ Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test 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 Wall: �Footings�Backfill�Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Other: Reviewed B : � Buildin Ins ector Y , J p RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC '��' , Utility Connection Charge °' �� I � �. ; � � � I � t � S8�W Permit 8�Surcharge � I Treatment Plant � Copies TOTAL Page 2 of 3 LOT SURVEY CHECKLIST FOR RETAINING WALL � �� BUILDING PERMIT APPLICATION � , Address: �g�'"r iA��'► Applicant Name: ��'.Gf �'�Q�G� DATE OF SURVEY: �//�/,S� -�' LATEST REVISION: m a� _ � **Permits required for Retaining Walls 4 feet high or greater. Y a � O z a DOCUMENT STANDARDS �❑ ❑ • Registered Engineer signature and company � ❑ ❑ • Building Permit Applicant �' ❑ ❑ • Address �' ❑ ❑ • Legal description �' ❑ ❑ • Lot lines/Bearings&dimensions [Y❑ ❑ • North arrow and scale � ❑ ❑ • Street name � ❑ ❑ • Show all easements of record and any City utilities within those easements �' ❑ � • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS � ❑ ❑ • Property corners � ❑ ❑ • Top of curb at the driveway and property line extensions(only if wall is within 30 ft. of curb) � ❑ ❑ • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches �P ❑ ❑ • Waterways(pond, stream, etc.) �' ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA(if applicablel ', f� ❑ ❑ • Easement line II � ❑ ❑ . NWL I �" ❑ ❑ . HWL I � ❑ ❑ • Pond#designation ❑�7' ❑ • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation N • Shoreland Zoning Overlay District v/ • Conservation Easements RETAINING WALL INFORMATION �d' ❑ ❑ • Location of Retaining Wall on property � ❑ ❑ • Top&bottom elevation at each end of wall and any change in elevation in between �H ❑ ❑ • Type of material (i.e. modular block, boulder,etc.) � ❑ ❑ • Directional drainage arrows with slope/gradient% Reviewed By�_ Date� �c� �J� G:FORMS/Building Permit Application-Retaining Walls Rev.5-4-09 . . . . . � . 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(651) 686-8444 Monday, February 22, 2016 RE: 3864 Bridgewater Drive Eagan, MN Dear Mr. Szoka As per your request I reviewed the construction of your home at the covered stoop/cellar. 41315 ( RECEIVED MAR 0 4 2016 Construction: Per our discussion I understand that the cellar is constructed with #5 rebar at 16" o.c. both ways. The minimum slab thickness is 12". Rebar is grade 60 and the concrete is 3,000 PSI. Based on this information no remedial work is required. The information and opinions c ntained herein are based upon the limited investigation described at the beginning of this report. No warranties are expre sed or implied regarding the existence of other unknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein, they may falter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, Paul W. Voigt I Hereby Certify That This Plan's Specification, Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. P.k. `. c1 " Paul W. Voigt Date Monday, February 22, 2016 License Number 20705 MJP Associates,ltd. 4362 Oakmede Lane white Bear Lake,MN 55110 PH.651-426-7037 FAX 651-426-6643 Structural Engineering Consultants www.mjp-associates.com Tuesday, September 8,2015 Excel Development 9119 Alger Court St. Paul,MN 55077 Attn: Jerzy Szoka Re: As Built boulder retaining wall 3864 Bridgewater Drive,Eagan,MN �� J MJP ASSOCIATES Commission# 150803 Dear Jerzy: On Thursday, September 3, 2015, I visited 3864 Bridgewater Drive in Eagan,MN. The visit was at your request for the purpose of visually evaluating the Limestone/Sandstone retaining wall on the property. A copy of our field report and photos are included for your use. Time: 10:00 am Contacts: Yourself Comments: 1) There is one primary wall on the property(see plan) 2) The wall ranges in height from 4' to 7' high in 3 to 4 courses 3) Maximum boulder sizes in the tallest portion of the wall are approximately 30"x 30" 4) Wall batter is approximately 15 degrees with a top offset of approximately 18" 5) It is our understanding that the wall has a 24"+/- granular backfill zone with drain tile. 6) Overall workmanship of the wall looks good. Conclusions: 1) Based on calculations using the above observations and normal assumptions for soil properties for this type of wall in this type of location(attached), it is my opinion that this wall should perform as it is intended to. If you have further questions regarding this matter please call. Sincerely, I herby certify that this plan, specification, or report was prepared by we or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the MJP ASSOCIATES, ltd. state of Minn Michael J.Preston PE Encl. Dig'�Ily signed by Michael J Michael Preston DN:cn=Michael J Preston, o=MJP Associates,ltd.,ou, l 1/7 A/0�7 �f email=mike—o-associates. Date: 1 1 14/ ! ReFigtratlon.No: 20216 J Preston Date215.09.0813:1155 -05'00' N– P ASSOCiates. ltd. Aori 43b2 Oakniede Lanc Z:ihite Bear 11W c.MN > 11() PH.651-4-16-70---, i AX 6)5 1-426-661: Structural Engineering Consultants ?1 7-associates.cct» Sun rIT tre FIELD REPORT' Weather unny ° 7°Ow To 32 3250 50-70 70.85 85 up Project: + r •DATE: Temp. / Project#: - Wind / Report Contractor. ' Subjec- c"r Humidity To: ill Contractors on Site: — NA Materials on Site: — /JA Photos:*Yes 0 No A*1rtlA.,, A(, c o, �'�' fix? s � } r i i a r i -' � Bafter 'ewF 4 �"'• `fit w .. .. �� _ . _— _ • a a r. #1 #2 f 4 V - m #3 #4 . - op�*° Top Spike It 6C7 l ER CONTROL The Grc 6 703 LAND ZA'Q- Top spike F 90.07 878.34 REGISTERED UNDER T1 The only ealieffients Sho f d;'0 4 -2 sq.tj Provided by client Al Commwd �86 sq.ft Dji--ay 1148 sq.ft I certify that Oft plan.spit Total Ban* 4341 sq.It Area ofParvel (to oil W) Sunleyor under the les. RRY1 Percenhige ot!11.d,.", 24.9,% Surveyed this 28th day All Signed ,131ock 1,THE OAKS OF BRIDGE-WATER 3RD ADDITION e 118 COUntY,Minnesota Grego MJP Associates, ltd. DATE: 918/15 4362 Oakmede Lane Client: Jerzy White Bear Lake, MN 55110 Project: Bridgewater P:651-426-7037' F:661-426-6643 Element: 7' Wall Criteria Input Soil Properties &Geometry Courses Soil Wt. (pcf) 110.00 (M) "D" (ft) "H" (ft) Wt. (Ibs/ft) Stone Wt. (pcf) 150.00 (M) C1 (bot.) 2.50 2.50 938 "Phi"Angle(deg) 34.00 C2 2.00 2.00 600 Base Friction"f 0.50 (M) C3 2.00 2.00 600 Theta(deg) 15.00 (M) C4 1.50 1.50 338 ` "Htoe" (ft.) 1.00 (M) C5 0 Surcharge(psf) 0.00 (M) C6 0 Backfill Slope 0.00 C7 0 Axsec(sq.ft.) 2.00 (M) C8(top) 0 Courses 4 Wall Criteria Output Geometry Acting Forces F1 (Ret.) F2 (Surch) Arm (ft) Arm2 (ft) Mot(ftlbs) Ka- active pres 0.28 Fh- Lateral Load (plf) 995 0 2.67 0.00 2654 Kp-passive pres. 3.54 F2 470 0 1.83 0.00 862 Hdes-des. ht. (ft) 8.00 F3 190 0 1.17 0.00 222 Hs surcharge(ft) 0.00 F4 35 0 0.50 0.00 17 H - net ht. (ft) 7.00 F5 0 0 0.00 0.00 0 Offset(ft) 1.47 F6 0 0 0.00 0.00 0 Soil Base Width (ft) 0.47 F7 0 0 0.00 0.00 0 Acalc(sqft) 1.89 F8 0 0 0.00 0.00 0 A(sq.ft.) 1.89 Ww-Wall Weight(plf) 2475 Ws- Soil Weight(plf) 208 Wt- Gravit Load If 2683 Resisting Forces&Stability Checks FSmin = 1.50 Ff(Ibs) Pp (Ibs) SLR(Ibs) FS Sliding Mr(ftlbs) Mr-sum FS OT C1 (Full Wall) 1342 195 1536 1.54 1172 4087 1.54 OK C2 923 0 923 1.96 922 2915 3.38 OK C3 563 0 563 2.95 1243 1994 8.97 OK C4 203 0 203 5.79 751 751 42.90 OK C5 0 0 0 NA 0 0 NA OK C6 0 0 0 NA 0 0 NA OK C7 0 0 0 NA 0 0 NA OK C8 0 0 0 NA 0 0 NA OK DESIGN CRITERIA IS SATISFIED } City of Eapn Address:. 3864 Bridgewater Dr Permit#: 131541 The following items were/were not completed at the Final Inspection on: } �° Final grade -6"from siding Permanent steps—Garage Permanent steps— Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail /Curb Damage Porch ►� Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651)675-5646 prior to working in the right-of-way or installing an irrigation system. 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