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2147 River Valley Lane - � >��:/��;,�{� ?��7�� • �� 1��- �� _�� ___Use BLUE or BLACK Ink � . ��C � -��`�� , `� a _ �� or Office Use � `Y / Ulb Ol �� 11 ' j Permit#: /��c�� I Y � RECEIVED ��, (��7 �� / � � Permit Fee�lic� � � 3830 Pilot Knob Road DEC 0 21015 Eagan MN 55122 � Date Received: � �� j Phone:(651)675-5675 � �/� � Fax:(651)675-5694 I Staff: 1`7�� I � l�/ ��--� '----------------! F,,.i 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date• ��'1—t� Site Address�l � �N1 Unit#: � Name:-- �-C:�l /�C"l �(�"�t 1�'� ��/�Q/'1� PhoneL'l�o'-�"`t��v Resident/ ' y� �n .� q,� � t , Owner Address/Ciry/Zip: - 1�"l ��_.��/UV` � V �/� � ��,(�� Applicant is: Owner Contractor ` ' Description of wo k: ^ Type of':Work i' ' � � 1 Tt �G1/�� (�Y�n� ' ConstructionCost:' � � � �C7 Multi-Famil Buildin : Yes /No Y g ( ._,� � Company: �Cit��C(�1�1'�• Contact: � � ' /1 /�� 1�,` � � . Contractor Address: l � ��C I -Ua� ��-- City:��1�� Stat�� Zip:v ✓�`-1'�hone- `��' r EOmaiI:J �/�� Q� }�' } �-�7 License#: � ! 0�� Lead Certificate#: If the project is exempt from lead certification, please explain why: ��-i 1 c� iN� -►� ��' �G(��'. 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? I �Yes No If yes, date and address of master plan:�� "r `'�� v� � ,C�� Licensed Plumber: �"' � � Phone: ��""'1'`�f �1'l Mechanical Contractor: �1 J ' � � n Phone:` ��`-�`T � Sewer&Water Contractor:l ' Vlu�� ` \ hone:� � f ��'� �� 3, � L(" Fire Suppression Contractor:_�' \�� - �� 7 (��—a��-��b one• NOTE:Flans and supporting tlocuments thaf you submif are consitlered to be public information. Portions of the information may be classified as non-public if you provide specific reasons;that would permit the Cify to: ' '' .conclude fhaf they are tra e secrets. " CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qoaherstateonecall.ora I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exteriorwork 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 Applicant's Printed Name ApplicanYs Signature � Page 1 of 3 ��/l� �`� � ,�=��` � �� , ' F � � �`_ � DO NOT WRITE BELOW THIS LINE � � SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Muiti) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) Miscellaneous � 01 of�Piex _ Lower Level _ Pool _ Accessory Buiiding WORK TYPES � New _ Inferior Improvement _ Siding _ Demolish Building* _ Addition _ Move Buiiding Reroof Demolish Interior _ Alteration _ Fire Repair Windows Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation Q �J Occupancy � MCES System Plan Review Code Edition ��p��`�'_ SAC Units (25%�100%� Zoning �� City Water Census Code Stories � Booster Pump #of Units � Square Feet �7 PRV #of Buildings Length �� Fire Suppression Required _ "� 'v" 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 AidGas 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 �C Sheetrock � Radon Control � Fire Walls Fire Suppression:_Rough In_Final � Braced Walls � Erosion Control .�� Other: Reviewed By: "�� , Building Inspector RESIBaseTFee FEES � u4�j�,I'� � �� /` ""r�� 'd`lj� `� l �j �C"� � Surcharge � J � �_�� r�� {�� Plan Review ��-�'� �( � ` f I � r MCES SAC (� Cit SAC ' ��`� � � � � ��,.�� J.- �.�� Y � I Utility Connection Charge � �'"�'"� t�r ��r�(�+ „ ('� a � �j S&W Permit&Surcharge �� , �� D ( ,f a�' + ' " Treatment Plant �� .. j�� 1�1,�vv �- �F.� Copies / � � ��{ � TOTAL ' Page 2 of 3 �� New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shal/be posted on or in fhe electncal disMbution panel. Date CertifiCate Posted � COPY OF THIS DOCCUMENT WILL BE POSTED ON THE PLENTUM OF FURNACE 12/1/2015 Mailing Address of the Dwelling or Dwelling Unit: City: ��T ��j 1�l�TTT( 2147 River Valle Lane Eagan t1L L 1V 1 ll: Name of Residential Contractor: MN License Number H 0 M E S CalAtlantic Homes BC700385 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) Active(With fan and monometer o �, or other system monitonng � a device) a � � N Location(or future location)of Fan: � T � � � N � _ � a° � If fan is required;Attic `o a o � U � o v �° � Q m m a�i V � v 'c � � � m m U n 'u. � o Insulation Location � � o O � w _ rn rn E E � -o g � c a� a� °� z � � �i �° � � � Other Please Describe Here Below Entire Slab X FOUndatl0tl Wall R-15 X R402.2.8,Exception;a.R-10-by plan Perimeter of Slab on Grade x Rim Joist(1st Floor) R-20 X Rim Joist(2nd Floor+) R-2o X Wall R-21 X Ceiling,Flat R-a9 x Ceiling,vaulted R-as X I Bay Windows or cantilevered areas R-3o X I Floors over unconditioned area R38 X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.29 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type NATURAL GAS EI.ECTRIC ELECTRIC Passive Manufacturer LENNOX RHEEM LENNOX x Powered Interlocked with exhaust device. Model ML193UH045XP24 PROE502RH91 13ACXN018 Describe: Input in 44000 Capacity in 50 Output 1.5 Othe�,desc�ibe: Rating or Size BTUS: Gallons: in Tons: Efficienc AFUE or 93' " SEER 73 Location of duct or system: Y Residential Load Heating Loss Heating Gain Cooling Load ERV in Mechanical Room Calculation 36374 13712 16060 ctm�s "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Se/ect Type Passive Heat Recover Ventilator(HR� Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ER�Capacity in cfms: Low: 50 High: 140 Location of duct or system: X Balanced Ventilation capacity in cfms: M2Cha111Ca1 f00111 Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct -�=�-�- ��.� ��= Connponenfi Cansfruc�ions Job: f � En�ire l�ouse Byte: 2a's Elander Nlechanicat [nc P1an: PiNEHURST 700 Valley Industrial Circle South,Shakopee,MN 55379 Phone:952-445-4692 Fax:952-496-2092 0 0 o B For: Ryland Homes � - o 0 0 0 Location: Indoor: Heating Caoling Minneapolis-St Paul )nt'I Arp, MN, US Indoor temperafure(°F) 70 72 Elevation: 837 ft Design TD (°F) 85 16 � Latitude: 45'N Relative humidiiy (%) 5� 50 Dutdoor: Heating Cooiing Moisture difference(grilb) 54.5 37.9 Dry buib{°F) -�5 88 Enfiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°�) - 72 Construction quality Tighf Wind speed (mph) '{5.Q 7.5 Firepfaces 0 Construction descriptions Or Area U-value Insul R Htg WTM Loss Clg HTM Gain ft' BfuhRl'-°F fl?'F1Bluh Stub/fN 8luh Btuhltt' 61uh wB��S 12�-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int n 782 0.065 21.0 5.52 4321 1.12 877 fnsh,2"x6"wood frm e 274 0.065 21.0 5.52 1515 1.12 307 s 792 0.065 21.0 5.52 4376 1.12 888 w 422 0.065 29.0 5.52 2332 1.12 473 all 2270 0.065 21.0 5.52 12543 1.12 2546 ParEiYions 12F-4sw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board int 157 0.065 29.0 5.52 866 0.64 100 fnsh,2"x6"wood frm Windows 61A:Viny(Window;NFRC rated(SHGC=0.32) e 107 0.290 0 24.6 2633 34.5 368U w 108 0.290 0 24.6 2650 34.5 3704 all 214 0.290 0 24.6 5282 34.5 7385 Qoors _ 1iJ0:Qoor,mfl fbrgl type w 20 0.600 6.3 51.0 1040 17.9 348 n 19 0.600 6.3 5'I.0 983 17.1 329 all 40 0.600 6.3 51.0 2023 17,1 677 Ceilings Std Ceifing R-49:Std Ceiling,R-49 836 0.020 49.0 1.70 1421 1.04 869 Floors 20P-38c:Flr floor,frm flr,12"thkns,carpet flr fnsh,r-38 cav ins, 462 0.030 38.0 2.55 1178 0.36 166 gar ovr 22A-fpm:Bg ftoor,heavy dry or lighi damp soil,on grade depth 56 1.180 0 100 5617 0 0 2015-Jun-24 07:21:27 � z wrightsafkA Right-Suite�Universal 2012 12.1.06 RSU13410 Page 1 sf`�C�...dl0esktoplHeat Losses 2013tiRyland Pinehurst.rup Calc=MJ6 Front Ooor faces; N - ' LOT SURVEY CHECKUST FOR RESIDENTtAL BUILDING PERMITAPPLICATION / " / ��/ PROPERiY LEGAL: ��S ZS`�� , �� `��n ��' � DATE QF SURVEY: 1��/9�,� LATEST REVISION: a� _ �l�-1 � �� 1.��%�� r,� . _ � � � _ a � O z Q DOCUMENT STANDARDS ,0' ❑ D • Registered Land Surveyor signature and company �° ❑ p • Building Permit Applicant �(' ❑ ❑ • Legal description � p ❑ • Address �° p ❑ • North arrow and scale �' ❑ ❑ • House type{rambler,walkout,split w/o,split entry, lookout,etc.) � ❑ ❑ • Directionaf drainage arrows with slope/gradient% .B ❑ 0 • Propased/existing sewer and water services&invert elevation •� ❑ ❑ • Street name �0' ❑ 0 • Driveway(grade&width-in RJW and back of curb,22' max.) ❑ � 0 • Lot Square Footage p � ❑ • Lot Coverage � ELEVATIONS Existinq � ❑ ❑ • Property corners ,0` ❑ O � Top of curb at the driveway and property line extensions ❑ � ❑ • Elevations of any existing adjacent homes ,g" ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches � p ,� ❑ • Waterways(pond, stream, etc.) , Proposed � p0 0 r • Garage floor �'' 0 • Basement floor , �' ❑ p • Lowest exposed eievation (walkout/window) �' ❑ ❑ • Property corners f� 0 ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ � 0 • Easement line ❑ �f ❑ • NWL p �' ❑ • HWL ❑ Jd ❑ • Pond#designation D �3' � • Emergency Overflow Efevation ; 0 � � • Pond/Wetland buffer delineation Y � • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS �' p ❑ • Lot IinesBearings&dimensions �' ❑ ❑ • 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) Jd` ❑ ❑ • Show all easements of record and any City utilities within those easements �' ❑ ❑ • Setbacks of proposed structure and ' ard setback of adjacent existing structures �' ❑ ❑ • Retaining wall requiremenfs: Reviewed By: Date /� � /-� G:/FORMSBuilding Permit Application Rev.11-26-04 . . Located in the NE 1/4 of N Certlficate of Survey for. Sec. 19, 7wp. 27, Rge. 23 CalAtlantic Homes / -�� .� �.� ��u� g4c�s Building Address: �,� �-�;��;�;,�g Wall W� 2143 - 2149 River Valley Lane, Eagan, MN ��L( � ��r�� `c�(� ��7 , � ��,�uired _� Building Model: Fremont D, Pinehurst F, Ontario E, Fremont E / / ��/ / ' i� / .0 ft. Offset / /�/ , _BENCHMARK � / /�i TOP OF SPIKE / � �\ /� _ // � EL = 827.44 / �\ /\i �l � I � P.R�WiD�ANU IViA1NT �� (•��SM � i m � IN�T PROTECTI �;, v �� ; " �A�.�`URFI T��S� �'� % \�� '�� ,� �� e 's: \ � � �'\ ,,/ � \ / //\ /?�� \ \ //I� /�i JJ\ �\ /� r�� /-�� , �� \\ 826. \ �� \�0� i� � / � �� \ �/ / p `� �\ g�•4 CB \ � �g"� � \ � ,� �.� V / �C � TC� /�� I� �� JJ / � � /�i .� (�� PS��,��s.s , o ,k�\ �,��,,�,- �� \ '�� /��. �� r \ v�`�\�y �c�'�'�5�� °�ee �/ �6�/' \r� \JJ \ �� s �� J P�° �'�'��°� `�� $�� '�i� � �� p'��PG� °p�$�� °�`�'�;°� oA�o�x `�s� \�6 �� ` �� i�� • � Gjro � `�� '� o�- � � �� J� � �� V� ��\ ��.s ? �;I`� �ti�� y�Fa /� \�� .r �� \ � �,° � /� �� +�06 cP+°'' �/ � /� � \`�� 827.2 /' � ��y �\ b°�•�*9• �5 •� As`'�� s� 'S �� \ \ ' •V+��' TC � 827.4 R � cP '� g`L4r /// r � � ` 827.3 1�� 829.0 c9 � O / \i�27.0 \ L� \ \\ /�� 11�g s 0 \x �9 O 10� � � ,�. �� \ � � ,� � zs.� 829.0 �'F �,��'o�� 's � 09�� c�� i �,�� o � '��?�? `�9sc�o� �\ vc �� '�`'� �� \ � / sr'1°� �V ^ O ��+0��o O �J� \ 9 \ � �� \ \ 10.0 ft. Offset �/ � �`��? ��j� � �p,��` � � 2aG�\ JJ� BENCHMARK _ � 8 '`s0 r0 � V1 � � � TOP OF SPIKE '- � `��'+ �� 'y (� �� x �@27.4 �� \ \ EL = 827.42 � `� �j �9c Q �,o� �s T�t �i` � ��Qo6, $ �, � ��o�� j/ t^ys� `�� r��IJ \ �,e•o 05 .�,�, � �,o • � ��``� -��\ �O1p• � 29 \\� �+sr $ �iJ'F /� /'7'L L(1 i7 \ ti�o�� '� � �,�s m -r�o � � '� � \ a`'�\ \ � o� 6�'$ � � X 829.0 �`. , o��bJ`3'- tij� ,� �\ � C JJ �� sa 6�;'�,'�� i O o i \ � � \ � � �, � .�o• ,a��.8 � \ X 829.9 '(O f�� 'rq 9�9G' pAA �c�� \`� \ p�� a; F �fi .f;o2 s \ � A� O \ ar�� °'' �0�4''� ��c`o�� \\ I� �/ 'Oo !� ��' \ �O ��\ �� 8c,+°'r p ��c�`O �28.0 \ �� A �v' c� �` � �sr 'e�'��A� v' � \ STM i�� y �� 829.9 a, �'o � �j�) 's� �/ j„� �y� � r �i g e�'S- � ti'L• \ i \ \ @ ��t� t 1�1TR.� � �. �'� �� $� " 6 � �9� 10° azs.� � za.z \ �j�� 8�°1 ? ��0°6�� Szs.s '9c� �Szs.o � �oN /� � �,�0� J � � �+$� . � O ET / �5\ \' �p� j /`��j Eg � � �/ G �� '� c�0 / Q\�'� � 0�^� �� 5� 5��61 �� 31 %� � �.. , �� , , ,ti�; l�p 6i-$. � \� �h �6'l:$`Lti��c,�9'I `\ �i �/�i L�� d'.�� 0.58 �`/ �' �5{F,P`' $� �� \�� \ HYD �� S6 �t? N �O'�'�(�1 '��'\'C \\C �p Denotes Existing Hy�drant +o+ o�, �; '0,y+�a J '`` �\ 10.0 ft. Offset EB � �O o ro`� � � P y ++V` x g29.9 ��,_ BENCHMARK � Denotes Existing Electric Box a+ ��-� i ��'�' � ' ,n� TOP OF SPIKE � Denotes Existing Television Box �� °°� �� PG o�� v EL = 829.70 , i �o P n a29� r % '�°O�� Fjro � Denotes Exfsting Telephone Box �� $ '' , s� ti ' � ^/ v �c Denotes Existing Light Pole � � '°0 1,�ye s3o.o So Denotes Existfng Service � � i � �'�1 o Denotes Existing Curb Stop / �� ; x s3o.s � r �JQGo LOtS 28 and 29 x 000.o Denotes Existing Elevation X 829'j�� \ `� `�" PROPOSED BUILDING ELEVA110NS soo.o Denotes Proposed Elevation � � 10.0 ft. Offset -� Denotes Direction of Drainage �� BENCHMARK � Lowest Floor Elevatlon: 829.1 - - Denotes Drafna e & Uttlit Eosement / TOP OF SPIKE - � To of Foundation Elevatfon: 832.3 9 Y C.B. EL = 829.68 P (per recorded plat) o� Garage Slab Ele�tion (at door): 828•4 -� Denotes Iron Monument �ti�� Lots 30 and 31 � PROPOSED BUILDING ELEVAl10NS o LEGAL DESCRIPTION: Lowest Floor Elevation: 82g•9 ; Lots 28, 29, 30, and 31, Block 1, CEDAR GROVE Top of Foundation Elevation: 833.1 � TOWNHOMES 1ST ADDITION, Dakota County, Minnesota Garage Siab Elevotton (ct door): $29•2 0 � � Bearings shown ore assumed � NOTES: a �� 1. Proposed building site grading is in accordance with the � GRAPHIC SCALE �' �J `�' grading plans prepared by Alliant Engineering, Inc., last v 0 10 20 40 $y �� revised 7/28/15. �s 2. Contractor must verify sewer depth. � Date 3. Driveways shown are for graphic purposes only. Final driveway � ° �►Ci��GuVf},:�.1�IN�'.r Uh..f,T design and location to be determined by owner/builder. m (IN FEET� � 4. All building foundation dimensions shown on this survey v (11x17 sheet� include exterior foundation insulation widths, if applicable. " 1038 5711.007 BJS CalAtlantic Job No. 35050010621-35050010624 Refer to final building plans for foundation details. � � s N I hereby certify to CalAtlantic Homes that this survey, plan or report was prepared by me or uniier my direct supervision � Carlson and that I am a duly licensed land surveyor under the laws of the State of Minnesota. � � n � Dated this 19th day of November, 2015. 7 McCa�n //77 Signed: Carison McCain, Inc. N ENVIRONMENTAL�ENGINEERING^SURVEYING � // 3890 Pheasant Ridge Drive NE, gy; �� o Suite 100, Blaine, MN 55449 Thomos R. Balluff, L.S. Reg. No. 40361 ; Phone: 763-489-7900 Fax: 763-489-7959 Peter J. Blomquist, L.S. Reg. No. 51676 A � KSE ENGINEERING fir a ni , 'r 13 I1 3) ki vilit January 14, 2016 Steve Ellefsen Ryland Homes 7600 Executive Dr. Eden Prarie, MN 55344 Re: Lookout Foundation Wall KSE Engineering The woodframe specialists 1900 AM Drive, Suite 201, Quakertown, PA 18951 (215) 804-4449, FAX (215) 804-4459 www.kse-eng.com Dear Steve; Per your request I have reviewed the lookout basement foundation wall design on both the Ryland Homes construction details and the `Lookout Wall Detail' in the '2015 Standardized Concrete Foundation Drawings' by `Oswell Engineering and Consulting, LLC. Either construction detail is adequate to meet the requirements of the building code. The lower horizontal reinforcing steel shown in the Ryland Homes detail may be omitted, and the vertical dowels need not extend to the top of the foundation wall as shown in the Ryland Homes detail. Provided that the foundation wall is constructed in accordance with either the Ryland Homes detail or the detail by Oswell Engineering and Consulting, no remedial action is required. Please call me with any additional questions you may have. Sincerely, James P. Shedlauskas, P.E. Principal KSE Engineering Lookout Foundation Wall I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota Print Name: James P Shedlauskas Signature: Date: January 14, 2016 License #41776 Use BLUE or BLACK Ink For Oflice We �� ! I'errrat#:EW I G Cam' 1 Peace Fes: / ! 3W P Knob Road f a s t Dete PAWI~. 1 Eagan M 56122 Phone:(651)675-W Fax:(6511)675-6 U s MAR y 2016 ! 18 ---------- ---_� 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 3-lo-« s Add.: 214-7 44leR v>4u�r- t'm" s r Tenant Sum# Name: Phone:'42-2af--Gold Aftew City zip: "75�ft (AAA CRtiM Applicant is: owner CGnbactor Description, lDf WO : 4JFPA 138 Pe.--- Construction Coen Estimated Cole Date: Name- SctPPrr5V nr ievecES. License t. —t 5" tbrgt t y. OW Address: 1lrro —X�QQSFRIAL ei+ecc.e- Wary: EiJ Rit�r� State: r�?� Zip: Phone: `713-' 2-77—M400 : Contact: Email: FIRE PERMIT TYPE WORK TYPE Sprinkler System(#of heads l -X N —Addition Fire Pwanp _Sbndpipe Alterations Remodel Other Other. DESCRVFTION OF WORK: _Commercial Residential _Educational FEES $60.00 Permit Fee M nimunm Contract Value S b'c? x.tit SumhaW=Contract Value x$0.0005 =$ Permit Fee If the projed valuation is over$1 million,please call for Surd =$ Surcharue ;100.00 Residential New{includes State Surcharge} _$ TOTAL FEE 3W Fire Meter-$280.00 =$ Re Meter _$ lC0,00 TOTAL FEE "Requirennents:2 complete sets of deawirW and speciScadons.cut sheets on materiaks and components to be used I hereby apply for a Fine won System penra and OW the initoematiOn is come and ante;That Vas work will be in cordonrumm with the ordhwwm and codas of the City of F_eW and with the tiVreresoia&midinglFire Codas:scut I undsn;tend this is not s permit.but only an application for a Permit,and work is not to start wtt W a perms OW Vte work to be in accordance with the approved plain in the case of work wh;t rst*es a reASt v and approval of pions. _-r"- x __J AS9?J t l I. EIe Appleaffs Printed Nam re CA tiEtltl .�l�p'EC'FIt�S HY f:k wA OM DraM Test RbugFrin : Pump Test Central Mahon � : nit R by: DoW. �� . 2f43-24-49 River Valley Way Permit# s 134315 134320 4324 134328 Brad, The question was asked by an inspector about the bolts at the front door area as they stick up an extra 3" or so. Can you tell me if these are longer bolts and still have the 7" embedment, as called out in the concrete specs. Thank you, Dan Frette Construction Manager Daniel.Frette(a,calatl.corn Yes, they are 16"bolts that are left up 6" for your triple plate through the entry way. In short, they have 10" of embedment. Brad Waletzko Poured Wall Field Manager Manor Concrete Construction Inc. Cell: 612-221-1150 Office: 763-497-5420 From: Brad Waletzko <Bradkmanorconcrete.com> Date: 2016/01/213:09 PM(GMT-06:00) To: Daniel Frette<dfrettegryland.com> Subject: RE: Carriage townhomes anchor bolts *City of Eag,a Address: 2147 River Valley Ln Permit #: 134324 The following items were / were not completed at the Final Inspection on: �/ A 7/i Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry frz Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope v Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck v 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. Building Inspector: G:\Building Inspections\FORMS\Checklists