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Home My WebLink About2015-01482 - new structures � . i, . � City of Orono ��j �� Building Permit Application �/� for New Structures o Additions Mailing Add�ss: '� permit number: ,,Z�/��Cl y� A, PO Box 66 `v� Crystal Bay,MN 55323-0066 i� Date received: � �—/ -/, Street Address:' �, ,t* 2750 Kelley Parkw � � Plan review fee: G �u �' G` Orono, MN 55356 ��KfSH�4`� Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us �,x,� �� This application form must be completed in full and all required information must be subm d. � �y� i/ Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 2000 Shadywood Rd Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No H yes,a specia/event permit is required with Police Department and City Council approva/60 days pnor to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is availab/e. Non permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Sustainable 9 Design + Build State License# BC653457 Expiration Date: 03/31/2016 Phone: (cell) 612-636-3232 (offlce) 612-234-4194 Mailing Address: 124 Main St SE, STE 343 CiN: Minneapolis ZIP: 55414 Contact Person: Ryan Hanson Applicant is: n ra / Homeowner �c�r�i.o�e� Email and/or Fax: rvanhansonCa)sustainable9.com PROPERTY OWNER INFORMATION: Name: Sustainable 9 Holdings LLC Phone(day): 612-636-3232 Address: Same as Above Ci : ZIP: Email and/or Fax Same as Above ARCHITECT/ENGINEER INFORMATION: Name: Architect/Designer-Dave Zweber, David Charlez Desi ns,Structural En ineer-Nick Hanson Hanson Group Phone(day): Dave-952.428.8200, Nick-(612)708-3572 Address: 3am ►ciimP�i ana Nnrth SuitP#d PI��dN �i5dd1 C�tY� ZIP: Email and/o�Fax: dave_zweber(cadavidcharl d ignc.com ni .k ha�{c 1 nsongrosmm�com PROJECT INFORMATION: Descri tion of ro'ect: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal� [�New Construction Water Supply [1�Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck [� Public Sewer ❑Accessory Building ❑ Single Family with Office/Commercial ❑Relocation detached garage �Residence ❑ Private Sewer ❑Other:(specify) ❑Multiple Family/Condo ❑ Retaining Wall(s) ❑Public 4-feet or greater � Public Water ""°Any earth movement may require ❑Commercial ❑Storage MCWD review 8�permlts. ❑Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑Other: (speCify) ❑Other(speCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.o Estimated Construction Valuation (excluding land) $ 631,720.00 Packet Last Updated: August 2015 Page 21 1 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= 43 Number of bedrooms= 4 [�Wood/Frame b.Width(ft.)= 42 Number of garage stalls: ❑Masonry Areas in sauare feet Attached= 3 ❑Metal c. Basement= 1380 Detached= � ❑ Pole Bldg. d. 1g�Story = 933 ❑ ICF ❑On-site Prefab e.2nO Story= 1403 � ❑Off-site Prefab f. %Story = g.Total Area= 3716 ❑Other(please specify): REQUIRED SUBMITTALS: All of the information must be submitted in order for our application to be processed: Not Enclosed A licable ❑ Buildin Permit Escrow A reement and Fees ❑ Plan Review Fee ❑ Com leted A lication Form ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set 0 ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements CY ❑ Surve —2 full size,to scafe meetin ALL surve re uirements ❑ Hardcover Calculations ❑ Se tic S stem Certification q� ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Data Privac Adviso Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review cosffi in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a s70,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: �� $ Z�� Owner's Signature: Date: ( 15 Packet Last Updated: August 2015 Page 22 � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � ,�� 1�1 Permit No.: �k..� � Q�4'6 L- Description of work: �� J��w1l.C_ m! � � �'�� Date Rec'd: � ( • �`� ' �s �L ��/ 'AI/� �p,� �yu�� _ Septic review by: �i'C,�,NVZIY �'" �►V V�t l.� � `S��Datfe Approved: Zoning review by: l� Date Approved: � �• ��• -� , ` ij `�, `7 �� Building review by: �'-� % ' Date Approved: �-- .r _ Grading review by: Date Approved: Zoning District: L�— � Zoning File#: Reso#: Reso Date: � r ., Zoning: Lot Area: SF/AC Width: Lot Coverage: ��; �4 SF ' t . :'; % y-,-,_--�-- Survey Submitted: �� Yes CI No Date of Survey: �� ' �...% ' (�.� Revised date(?): Landscape plan submitted? 0 Yes � No Landscaper: Proposed Setbacks: ID t0 Fr (Lake) �Street� ( N S E W ) ( N S E W ) Other Buildings Wetland � Side Side ._ � 1,� Defined Height: �-�l� p � � Peak Height: • FFE:`�,l'�-..r?; � '� - `�` ( g ) - � _ FFE minus 6 feet= �_, ' Existin Contour Perimeter(linear feet) = 50% = L.F. below grade Basement?�Yes � No, � Stories ''.� � ,. FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A S�.AB FOUNDATION: The distance between the lowest proposed Slab at or above grade— . floor(of the basement or crawl space)and measure from hiqhest existina .- START WITH the highest point of the roof. rg ade to the highest point of th � t_� START W ITH roof even if fill was broug -' tc elevate home. � If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below�r�de—measure (BASED ON windows): Subtract half the distance from high�t existing grade tc the ROOF TYPE) between the highest point of the roof hi he Y"oint of the roof. Cto the low point of the corresponding If yau have a... t�� gable or hipped roof SUBTRACTION `f GABLE OR HIPPED ROOF � (no windows): Subtract half • GABLE OR HIPPED ROOF(with (BASED ON �� windows): Subtract half the distance ROOF TYPE�� the distance between the j ,J between the top of the hiqhest highest point of the roof to � � the low point of the e;- ' ` " window and the highest;,cint of the roof �! corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, � . GABLE OR HIPPED ROOF � mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between � (BASED ON basemenUcrawl space floor and the the top of the highest �a � h - � j° EXISTING highest existing grade adjacent to the window and the highest ' ' t' �..;% t GRADES) foundation OR 10 feet(whichever is less). point of the roof I,� • ALL OTHER ROOF TYPES � ?� (flat,mansard,etc):No �� EQUALS Defined building height subtraction. Defined building height �� 6 w� I EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx ��-�.�� . Shoreland District MCWD Permit ; 'ti�� ,2 � Average Lakeshore Setback g�uff `v M et? es � No Permit Number: 15 �� Yes � No � N/A � Ye No � � N/A—see attached QD p{1 N S�� Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one °/o and sf % and sf �,�rj�0 � Yes No ❑ Yes o � 2 3 4 5 Z V t�� _(, Type(s): Type(s): 5�� Fees to be Char ed YES NO Permit ✓ Plan Review Stat� Surcharge '(� Investigation Fee � SAC— Number of SAC Units �/` Other(specify) Y-, Square Footage $ per Square Footage Basement X = $ 15f Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ C��, �D Orono Inspections Required Work Requiring Separate Permits �= Footing 0 Site Plumbing ❑ Grading/Filling �Poured Wall Silt Fence/Erosion Control � Mechanical � Fire �Foundation Survey 0 Hardcover Removal 0 Septic �Water Connection �Foundation Waterproofing 0 Other(specify) Fireplace �'Sewer Connection � Framing 0 Masonry 0 Lawn Irrigation � Insulation �Mfg. 0 Landscaping As-Built Survey ❑ Other(specify) � Final Lathe Required State Permits ❑ Other(specify) � Well ❑ Electrical REMARKS (in-house): W�-� V� �'�� -�� ` �� l.;°�. _ '��" ��' �. -�t'j ��.Q_��':�y�-'s. Y�� F ��,��;��.: t . � 0� � -� �'.�� C�(�u� �i��y ..., OFFIC REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: See Builder Acknowledgement Form mone be submitted and a proved. Updated: October 2015 �•\fnrmc\nlan rc�iio�ni rhorklicf 1(1_7l11F rinrr Builder Acknowledgement Form 2000 Shadywood Road /#2015-01482 Builder Permit Conditions Initials Prior to the start of framing, a foundation as-built survey must be submitted � and approved by the City or a stop work order will be issued. Schedule a minimum of one hour for the framing inspection. �� Erosion control mechanisms must be installed and inspected by the City � proper to any land disturbing activities. The contractor must provide a � minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire F,� project and must remain until vegetation has been established. 't'fi Care should be taken when finalizing the grade on the north side of the � home to ensure additional surface run-off is not directed toward the � neighboring property. Prior to the issuance of a Certificate of Occupancy an as-built survey and � hardcover calculations must be submitted and approved. In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built � survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey � and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not � separated by twice of the height of the lower wall require engineered plans � and a building permit to be submitted and approved rp ior to construction. w:\street files\shadywood road\2000\builder acknowledgement form 2015-01482.docx � Permit A��lication: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum . required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � Completed Application � � �� Plan Review Fee Paid Q�� Signed Escrow Agreement & Escrow Payment �� & P� � S �� Building Plans (to scale) x2 �,V p Certificate of Survey (to scale) showing the proposed project & �� meeting all requirements x2 � Hardcover Calculations (if applicable) �� I am aware that Orono will not issue a building permit without a � copy of MCWD permits (or documentation from the MCWD stating � the proposed project does not trigger their permitting requirements). I ' the MCWD at 952-471-0590 r roject. Signed by: Address: Permit #: �p( � p • Z Packet Last Updated: August 2015 Page 2 SITE ADDRESS: 2000 SHADYWOOD RD. ORONO, MN 55391 Legend PROPOSED SITE PLAN FOR: ��e 1 � 2015 ° u"'�`.°`.'°,`.°,�°�°°�'.°' SUSTAINABLE 9 DESIGN + BUILD ��,e,E.e,e��a�„o� P�,.�,.,r,,,.,��,�4 C I TY O F o =e�,,ory��a�. O R N O o ��«�.�" 0 Pover Poh O Cuo�tl Poat ❑ irollic Siqn TmEer Retoining W all �-�-�� ilag��onv Relo�n�nq Wvll t900.0 EKieting Elewtion �900.OTC iep el CurE Ebvalion �900.U1W e ol Wall Ekrol�on �900� E.%lirg Conlew 20 0 2� 40 rY4BA OIW� Ordinary HyF Wole. � �-9JiS f00 M:� t00 vr.f�ooE EiaMion : I.en uenument`eune � � �� l = ,�..� �,m �4°�0*' �� SCALE: 1 INCH 20 FEET s �„em�oi in�e uo��mem W.�.w.7 ro��a �u��\ �\U �n* PROPOSE�PIAMING �� \ � � y t•_•i muuEwBwu uuco /•�� \ �\�§k PROPERTY DESCRIPTION: \ \.� `� � � �\�� Lol 7 and lhot part o( Lot 2 which I�es northwesterly SWSS STd�E VINE \ / � �� of the following described Ilne: ti./ � \ uEYER BLUE SPPUCE FM+ae �� \ �� @� � Comment'ing ot the Northwest comer of sa�d Lot 2; � r�e�q m� � thence soulher�y along the Westerly I'�ne thereof to a ��n�-9M� � ;,g;',�� point 112.65 feet southerly of the Northwest corn r ot � ��lo�� Lot 7, sa�d pont heremofter referred ta as Po'nt e'A"; ' 'f s>s rccx �`� thence northeasterly deflect ng left 710 degrees 30 FXISTING AREA CALCULATION: � 1 oca J� �`\� � minutes to lhe shore of the ioke and octual po'nt of � � i�5.e3uusl JI _ - - � beg'nnng of the Ime to be descrbed; thence Lot Areo Measured to OHW = 11,602 SF �$ , � \' \. —�P �� \93 e + e. g 3g u � � a southwesterly to o Do nt on the Westerly I ne of soid 1 s "I ��p�� 9 Lot 2 d'stant 5 feet northerly of sa d Po nt "A"ond IMPERVIOUS SURFACE: � �"��. " i+"-'��g�� _ _ �P F - �� p-- u0.20 - ---- ' � lhere term'naGng, GUST S. JOHNSON'S ADDITION, � :s House 2,057 SF �9 : � ` � 5 :.. a�P«.s � Hennep'n County, Mlnnesota. Bitum nous Drive = 1.009 SF g�g.o4 1 � � �w* � g s�, �°s ss.. .9�.� ,,,.` q#� '. ''F ppp wx. .xM.awwcwr �/ YYY��9 Concre[e Walk = 131 SF 1� � °J � -ea.e �� i � v� �q$89�� I � �� ` Z Deck = 278 SF pl\\\ P��vsr (,��."�'�.� _ i�eveu1... ....-g ., M �' � \?t .+ p '�i Shed = 162 SF d \� Z :.�� 4J� � °� �— a�? '9�^-f�/ 9� \ �� o� � BENCHMARK: ��K 5 / \ i Totol = 3,637 SF \� 36a � �s ��'vW�°'��.� p,�cN�` . ? �'�""� �i �Ub' � Top of Manhole 7n Rear vord of �4009 North Shore = 30.87. � � .� -' S p �� s• �°%�s�\�n�� '� �i0 � Dr. Elevation = 933.63. �O �\ /� / �wwx. € �� 5 "�� 9��°�`� �� e A EXISTING ELEVATIONS \ � � � T `� �p�M�^�'1� v � "% / s�:o� 9�9 � NOTES TOP OF BLOCK = 938.8 �@ca�\ �p�� . '. rA+��r�.<^1, a..bb'�� // --- / '°'�'� �° ` -��II t��.r � Iy � r �_ _ ; . l. �/� I f :.I.1 . I ii- i 1 11 I�.'il,- f \ � o Mu-c».3> : . ' yp�K�ppM�~4y,]al� � 9� � _sYz-, Js�"\g s� .c��,j� � i GARAGE FLOOR = 938.4 �\p / �J.. .� �y cr �pd�•�oy„lyn :a ,9 � t . . ... �. ��9J � � � �°� m �a✓� '� - �95 - - 's� � ��g�\� 9 -Stoblz p s d areos wth temporary e s�q � �.g�, � em.� �� cw � _ 55.s=-- �s� y>�i� �}�� contro� n, PROPOSED AREA CALCULATION: � O� �` 9'a. K�� '� 'I� / / _ -�__ ^o .�9� �i)�� \ � � 1� easures. ros on �� •s .�a'a ��C � � �\� R� -6" or more of topsol to be addeC to oll dsWrbed �" ��'� � � � A � �� areas. Lot Area Measured to OHW = 11,802 SF � � a"�� F _ � .- -- �� '"�tt•' � � � � � � � � O n �� 39� � --- - _„ • f�6 Dk�� ' -The iocaton of oll utilities shown ore from observed � _ o _ HARDCOVER� � " � � � � � � V � � -C � � . s ��'M ' �,=rA� � � � � � , ev'dence n the f eld and from plons f�m shed by : s�,r q, � - - �- O�su.�� \ � � � the utlly wmpanes and are opprox'mote. Ufl'ty A. House = 1,685 SF Q � w90� � . �' � � � � c / - ;�,�� \ � � �� ompanes sho�ld be nolfed for exocl locat�on B. Cant'levered Entry = 40 SF � �� .. �� t z e �,.� �'� , x�a � ,». 9 � � \} _ I . \ � � before do ng ony e vat on. C. Drvewoy = 964 SF � /:� r � "�n '"� � � �. Front Walk = 72 SF I .. /a (s�e.j;a�,'•;. �'' � � E Reor Paho & Steps = 134 SF f( � �� 9a ��°'° 4+ ` I hereb ce t 1 thot th s surve r as F. Pervious Deck = 68 SF - � � �� /• "°� ru�.ce np11"�oox-'u�: prepared by e or under my d reclt nsupervrsPoo ond 4'x6' Stone Landinq = 24 SF \ � �r�; ��. I � � �� thot I om o duy reg�stered Land Surveyor under the E%CLUDABLE HARDCDVER: \ O 9'��9 �t..,,��'�'� �g.��/ �� laws o/ the State ot M'nnesoto � � I W. BROWN LAND SURVEYWG, MC. F: Pervious Deck = -68 SF \ 9 � Pop,•�•I i . / ,g ,z � � Total = 2.919 SF � � � I� a = 24J7, \ � ,aao3 � / � i � �.�.�E Q 9 � � "� � I Stormwoter Quality Overlay District Tier 1 I I `-�.� .. ... �., .. ., 259. or 2,950 SF Moximum Allowable Hordcover I � " 11 __�_�_�--`� Woodrow A. Brown, R.LS. MN REG 152JD I�- STRUCTURAL MASSING: I� �1 1\ Datetl: 10-JO-2015 � •12-11-2015: REAR LANDING 12-OS-2015 - SDec�fy Fnd. He�qht Locol�on House = 1,685 SF � � Deck = 68 SF i ` W. BROWN LAND SURVEYING, INC. Total = 1,753 SF 803D Cedar Avenue So., Sulte 228. = 1 q,gy, Bloomington, MN 55425 15Z or 1,770 Sf AAonimum Allowable Structural Bus: (952) 854-4055 AAassing Fav: (952) 854-4268 Drawing: Date: ir>>-zo�s 1 46-1 5A Scale: t i�cn = 2o Feet �Of � 146-15A REF: 146-15 146/14 �eio-ssrisq b °i uao ewv(vsa�osvuo��ox7eP NW'ouo�p P � o 0 d�-VINW"Oldb"sS2ue)su3'V o�QeO PQotl P��P44S OOOd � � o m N o _m b � �./ /' �J�� !o uoi{onysuo�n�a�/ � Q a�o 0 o m N ii �J' /�� a o �� d c �- J JO/UBIS2Q 2dDOS/�UD7 D m D O c O a � z 0 � � W � � 0 � c y �� O �_ � W c o � �� 9 O �' W � � �� b �i � � �O � V � �� y L W � � � o � � �S W V Q . � c � �W - � � � �� , � � � � �� a � � 93 � 2 � �� U / / � � � � o � / � � � � �� / �� 9''� „ ��` / n �� y � / � �� 2 � � �N 3 ��/ / �� / �� F� � �� / � �� -....„ �� ' � �� e .. ..,�W �� } � =�� -,; � � � � �� .,�,._� �� e � � ,,�� i1� ��Y�y�� ,:: ,�. . ..� � m� - �� . � °"`�. .>� � c,3�.. f� \b� f � .1. �y ✓ � �5 Q ��uiy '-�.t�:�/ h�• �g `�� ; � �� ,\ � �' � u i � ._��941�� b� 4�O ?,�i. �� ` '� � � .�,� 94 �y ry� , a� � n� .�q m g ��. � �� -�. �� „\xly � �l. 39� J'�� i � i� ' `�`� - � ' �. �11 '� ....., a t� F� e,i � �2 � � ¢� �3 �� .-F� 3 � � a . � , , , �:,_.. ., � � �.- � �.. � � a� :: � a� �.; :� �'..,.__%�� z� __ q� �� e �� a� � � � � % � d �-��O C ITY OF ORONO .1 �, Street Address: I Mailing Address: Telephone(952)249-4600 ��c. G` 2750 Kelley Parkway P.O.Box 66 I Fax (952)249-4616 `qkFSH��. Orono,MN 55356 Crystal Bay,MN 55323 www.ci.oro�o.mn.us November 30,2015 Ryan Hanson Sustainable 9 Design+Build 124 Main Street SE#343 Minneapolis, MN 55414 Re: Building Permit Application#20145-01482 2000 Shadywood Road On November 19,2015 the City received a building permit application for a new single family home at 2000 Shadywood Road. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Our engineer has reviewed the survey submitted and has the following comments: a. Care should be taken when finalizing the grade on the north side of the home to ensure additional surface run off is not directed toward the neighboring property. b. The erosion control measures must be installed and inspected by a city inspector before any earthwork commences.The applicant must provide a minimum 24 hour notice prior to inspection. c. The top of foundation elevation is noted on the survey. Please have the surveyor show the location on the perimeter of the foundation where this elevation is in reference to. This same spot should be noted and referenced on the foundation as-built survey when submitted for approval. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements,i.e. patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual perForming the work. The landscape plan should match what is shown on the survey. If the survey shows all the proposed landscaping, please confirm. If there are any proposed patios,sidewalks,retaining walls,etc.proposed and not shown on the survey,please have the survey updated and submit two copies for our review. 3. Separate City Permits Required for: a. Driveway. Any alterations to the driveway connection with the roadway may require a county permit. b. Utilities. Disconnection and connection permits will be required for the water and sewer. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson[a�ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO � ��^_ U� Christine Mattson Planning Assistant c Ryan Hanson via email Roger Peitso, Building Official Gv City of Orono t�ECEI ED �'�oti�� Hardcover Calculation Worksheet NOV 19 2015 o , �,,�t _ Property Address: ��.�r ;,��' _2000 5t.�.►a..�..co�� Ro. �iTv �F ORONO \,AA�S��uQ/�/ Pre ared b : �� _._- P Y Date: �e, / i,��•�ae�e��+Adf3��.r�yi..tL io-�e-2o�5 Stormwater Quality Overlay District Tier: (Circle one ier 1 ier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). InGude all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75'setbadc line and calculate hardcover s uare foota e se aratel for each ortion. Key to Hardcover Item (Describe) Length x�dth Total Surve S uare Feet Exam le ara e 24'x 30' 720 S.F, A B S.F. . � S.F. C S.F. D , � . S.F. E '� '' 3 S.F. F � � S-F- G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M � S.F. 0 S.F. P S.F. S.F. Q • S.F. R S S.F. S.F. T S.F. U S.F. V S.F. w S.F. X S.F. Y S.F. Z S.F. 1 Total Pro sed Hardcover � S.F. Excludable Hardcover See C' Code Sec 78-1684: F .�S' s.F. S.F. S.F. S.F. S.F. 2 Total EuGudable Hardcover �E S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 L 8 S S.F. 4 Total Lot Area -T-s O aZ S.F. Proposed Hardcover Percentage [(3)_{4)] 1�/-S o�a Packet tast Updated: January 2015 This is an information packet regarding Hardcover. Every etfort has been made to ensure tlie accuracy of the information contained herein;how�ever,if any infamation is not consistent with provisions of�e City Code,the Code provisrons will prevail. Page 17 � �j�� i �� 'i U� �C� � �..J � � New Construction Energy Code Compliance Certificate ��f�l/ED Date Certificate Posted Per R401.3 Certificate.A DuilOing certficate shall be posted on or in the electricat distribution panel. 11/18/2015 ��pv � g 2015 Mailirfg Address ofthe Dwelling or Dwelling Unk City 2000 Shad ood Rd Orono Name of Residerniai ContraCbor MN License Number C ITY O F O RO N O Sustainable 9 Desi n+Builld BC653457 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) Adnre(VY�fan and monometer �� o � o�ofhersystemmonitaring �� _ � device) � � �,' Location{or future location)of Fan: �o � � � m W a m � �O � � � a m m ,�, " � � � > � � w m � �- 'u. S'c Insulation location ��°- o � � � O � w _ yi @ � c '��rn oi t°-� z � � ii ii � � � Other Please Describe Here Bebw Entire Slab Foundation Wall 15 X F�ctenor and Irneriw Perimeter of Slab on Grade o Rim Joist(1st Floor) 21 X intenor Rim Jast(2nd Fioor+ 21 X Imerior Wall 21 X Interior Ceilin ,flat 50 X Interia CeiGng,vauked 50 X Intenor Bay Windows or centilevered areas NA Floors over unconditioned area NA Describe other insulated areas Building envelope air tightness: Duct system air fightness: Windows 3 Doors eating or Cooli Ducts Outside Conditloned S aces Average U-Factor(exCludes skyl'rghts and one door)U: Not ap licable,all ducts located in conditioned space Solar Heat Gain Goefficient(SHGC): R-value MECHANI�AL SYSTEMS Make-upA7r se�ecra rype Appliances HesUng System �OmeS�w�� Cooling System Heater N/A Not required per mech.code Fua 7ype Natural Gas Natural Gas Electric Na Passive Manutacturer Carrier Carrier nia Powered Interlocked with exhaust device. Model 59TP6A060 24ABB030 n/a Describe: 60,000 Capacity in Output in 2,5 Otfier,describe: Rating or Size Ganons: Tons: Na AFUE or gg�/a SEER 1 �ocatio�of duct or system: Effiqency MSPF% IEER Heating Loss Heating Gain Cooling Load t�USs S aCe Residential l.oad Caiculati 56,968 27��2 30,000 1000 Cfm's "round duct OR MECHANlCAL VENTILATION SYSTEM x "metal duet Describe any additional or combined heating or woling systems if instalied:(e.g.two fumaces or air Combusdon Air SeleCt a Type source heat pump with gas back-up fumace): inch Not required per mech.code Select T Passive Heat Recover Ventilator(HRV) Capaaty in cfms: Low 66 155 Other,describe: Ene Recover Ventiiator(ER�Capacity in cfms: Low: Hi h: Localion of dud or system: Balanced Ventilation capacity in cFms: fT]@Ch�o0R1 Location of tan(s),describe: Cfrn's Ca city continuous verttHation rate in cfms: "round duct QR Totai veMilation(irrtermittent+�ntinuous)rate in cfms: "metal duct Bui�ders Assoaaton of Minnesota version 101014 �i I�I�.. ; �.. I � ! �_. l ��:_� s�;��, ,�.x,: � -�ti;�� — -� �.v �. .- �I --- — _.v � �-- r .�� - � � � � � �� ' � � � � ' ' ' ' �� _ ' - � at9A��S8� � � -.Y `V "' .�` ' ��` .S,�Ti.�� U�' '�'. t �" 'd� _ � t� r"��aa P�,' —.. ��I � � I � � � �� r�..,�."�3 d,:.,,,�+.,.�: ,r, a �'��'' `�t`'� �'yh� �y, �'. I . , � � ,�� u � fiA �, '# i. e 7 g� �a'.. 4 � . � 1�} � y��-' I��.,�..'� '� �� ,� �,k �3+�'°",�y� r ':- � � �� .�_ �� "�Y5:. — - — — � . ,A ).v.� � s . �.:,.�d.,..�.� '�'�- i a� . — R—� • � � ..:`"� � n,M1� ^'�'�t _ �F AAMA TEST RESULTS ; MOOEL CLASS TEST AIR INFIlT8ATI0N WATEB SWL' U-VALUE SHGC' YI'' CONOENSATION SOUNU I SIZE (cfin/sq.ft.) (psf) (psf) w/LoP/Argan RESISTANCE TRANSMISSION CLASS � . � _.__._.. .. 5100 CW-PG60 49"X72" .01 9.OD 90.0 .49 .2Q .q2 39 $�J',. QJJf ��..I -AP Vert.2•Lite 36 28 . 5100 CW-PG55 67'X68' .01 8.25 82.5 .49 .20 .42 39 ,�. Q(� -AP Yert.2-Lite 36 28 'Structural Wind Load•'Solar Heat Gain Coefficient•'Visible Transmittance �' IVED TESTED AND CERTIFIED TO AAMA/WDMA/CSA 101/I.S2/A440-08 'U Values and CRF Values,tested with 1"insulating glass w/LoE A�O" � � r�o�� U-VAWE/SHGCNT/CRF TESTED TO NFRC 100/200l500 I� v L STANDARD AWNING OPTIONS _;RONO � � 7 �� / , r / � � � - / � / � � � .,. , - :�. All Gerldn Rhlno Products otfer a oomprehenslve Llmited WarraMy.For detalled warranty IMormatlon,visit www.geridn.com a �� _ �� "� �� • ``°s� � TN �� WINDOWS& DOORS P.O. BOX 3203 `'�Iw,�wQJ1. `'��y`�� SIOUX CITY, IA 51102 --r - - PNONE:402.494.6000 FAX:402.494.6765 TOLL FREE: 800.475.5061 GWD 02/12 �� - - � ; . . . �= ' � 1 . 1 • 1 , / • AAMA TEST RESULTS � a�as un�rFx�►� aw�� sxer cor�►ran ' r,_,� I�a.ftl U�1 x�ru�cE �w�sas .m ,o .an ss �'`��` � a�eaac m eo .eo se ��f. ',,'j4�: CW�PB9�C .01 185 .m 8B , �� 'Structural Wind Load•'Solar Heat Gain Coefficient•'Visible Transmittance TESTED AND CERTIFIED TO AAMA/WDMA/CSA 101/I.S.2/A440-08 `U Values and CRF Values,tested with 1'insulating glass w/LoE U-VALUE/SHGCNT/CRF TESTED TO NFRC 100/200/500 All Gerldn Rhino Products offer a comprehensive Limited Warranty.For detailed warranry information,visit www.gerldn.com STANDARD CASEMENT OPTIONS / � / � / \ • TM , , er / \ WINDOWS&DOORS P.O.BOX 3203 SIOUX CITY,IA 51102 PNONE:402.494.6000 FAX:402.494.6765 \ / TOLL FREE:800.475.5061 \ / NFAC' � . \ / l�maFe�arta � R�n9(:n:d� \ / � � ��L1�L ��`�ti�� GWD 02/12 �� - - � ; • , . �= � : � ' / • AAMA TEST RESULTS � �� m, �a� �o�� .a.n.� Ia�► n�sru� °°�- a� :. ,, .. Cw�PElO GQI 12II .E{ rG .� 'Structural Wind Load•�Solar Heat Gain Coefficient•°Visible Transmittance TESTED AND CERTIFIED TO AAMA/WDMA(CSA 101/I.S.2/A440-08 5��, Y. 'U Values and CRF Values,tested with 1'insulating glass w/LoE U-VALUE/SHGCNT/CRF TESTED TO NFRC 100/200/500 All Osrldn Rhlno Producb o�ff�r e comprN�enslw LIm1Esd WarraMy.For det�lsd warranty IMonnatlon�vltlt www�erldn.00m STANDARD FIXED OPTIONS , �;;,� ��,- n� • AP2C � rw � er � �� .�� WINDOWS&DOORS P.O. BOX 3203 f',�I�w�J1. `'��y�� SIOUX CITY, IA 51102 �-r--- PNONE:402.494.6000 FAX:402.494.6765 TOLL FREE:800.475.5061 GWD 02/12 . THE STRENGTH OF . m � n m u u 5400 Elevations Sizes:96x96,72x96,96x80,72x80 and 60x80 2Lite:XO or OX l � . � � . � . ; Gerkin'h�s tested a�$,��"" ar,d a.72"�t3^:iwa lit�:d�i' whiCh rr�ets AAMA r�ited . °Golc!Lalael�,Gertiflca�on. • > TES�'RE�ULT�: �; LC-PG45—6068 Water-6.9 psf'' Air infilt�atian-,O6 � U-Vah]@=,37 WlL.��6 . � U-Vatus-".3��/kx�wE�Q&ar��t i8� '. � S+iGC-.23 LC-�Ga€�-�, .� �� ; 1Natec:6 t��f' - Air infiltr�Frt�rr ..�f'r , �> U-1la�tie .�7 wtL,Ow�'��6 " x..c U-Va1ue`.32 w�Ltaw�-3#��i� s SHGC-.23 �' �.�� q.rocww . . .. Patio Door Colors : Quality Since 1932 : �� Clear anodized and dark bronze anodized. Our mission is to manufacture high quality window and door products that are value priced,thermally efficient and low maintenance. �,��" �r� � ' Throughout our history we have established �°�.��"'�,'�°.� ourselves as an innovator in the design and • ;:„�p, ,w �e '�i, manufacturing capability of insulated windows Gerk��n `'' `" " � � ``� and doors. Stringent product testing and innovative design has allowed our products WINDOWS s DOOHS L i m i t e d W a r r a n t y : to evo�ve as market and consumer needs change,bringing you the quality,maintenance- P.O.BOX 3203 All Gerkin Rhino Products offer a comprehen- free products you desire. We also publish our SIOUX CITY,IA 51102 sive Limited Warranty. For detailed warranty �MA test results to back up our claims of PHONE:402.494.6000 information,visit www.gerkin.com product performance and quality. FAX:402.494.6765 TOLL FREE:800.475.5061 GWD 01/15 we «�M.,�e�s � ,,., [`� a�.se:ss�ozreu<< y1�3rond a�i wo��eu6iaepzeyeV�P!nedp�ja�,ep:W3 ]lBtlNIV1$fl$ �'�7 v�4S5 3fISSHH IqLLdItl�534 OOZB'BZ>ZSfi-131 NW'ci�o0eeuui.yy'E9E T SlzkHltldtl3dNllfSe9G� - au�S'3S�S��aWSLI � O � O11f19�N°JIS34 6 3l8VNlb'1Sf1S s��sre �ce aoomnavHs w� S�J��S)4 7)�buu� 4��4 U301N6 3fIS51 1�31'OHd A9NMtltlO Se �� Ff i"`-p,A L(7 � ¢' i-` � � � O if l�j LL p r�+� O E. t4^'}^� `i !!.� _ I..t_ .-,,.�� e r� �I V � , 0 ' 'a --- -- — gE LLI - __� -- — �- i. ._ . _ c � -� N r �� `_ � e r IL / - �� 'F '" -- ,— --__- ,J � ..- ` _— - - � �z-_ --- - - ��— y f i � --_ �� _— _- -- P� �� --- ------- --,j , �f. � ��` I � � �� 'i � �: , __ _— �I` I II ;I�� oi 1 -- � � �� i; ?�� ►�I�e _ _ --'�,_ . a}�� y � �yf�!t � :,I. ;�'' E� �� ' ' i �� e4 I��. .. ', . _- __ ____ L I a. � i� �� lI � �I F 9 �� yy �1 I i � a, O ;I � � : ,S . � ,„ i j I 4 , , � z_� �,:— _� --,. ,$ �� ; �r.�� ._. _✓ � �� I I i � i� � `s rt'' � �— .: . � •': �.�. � : . \� �� .�� p , -- - - I— ! I I�i Q � k! � 1i1'�� , 3� , J . � i � ?` - I �_ � m :, � _ __ _ -- — — — -- — SITE ADDRESS: 2000 SHADYWOOD RD. ORONO, MN 55391 Legend PROPOSED SITE PLAN FOR: � ° o S°``e�`e `°,E'°s�°° �°°t�°' SUSTAINABLE 9 DESIGN + BUILD Alulch Loq for Erosion Control �� -- ��-�� -�� - Pratective Trce Fencing O Sanitary Manhole � Catch Basin 0 Pawer Pole O GuarO Post II Traffic Sign � Timber Retaining Woll ��-��-�-"" �--��'""r'��—� Flogstone Retaining Wall � 20 0 20 40 z900.0 Existing Elevation x900.OTC Top of Curb Elevation y�y�/ ��i SCALE: 1 INCH = 20 FEET ia � \ x900.OTW Tap of Wall Elevotion i \ � �\ �900� Eaisting Contour �� /� \ \� �� \ \ � � PROPERTV DESCRIPTION� �-929.4 OHW-� Ordinory High Woter 1 � �\� ;-931.5 100 YR.-= 100 Yr. Flood Elevation � � \� �� Lat 1 and thot part of Lot 2 which lies northwesterly � � � t of the following described line: o Iron Monument Found � \ • \� � • Iron Monument Found m,�m° // \ � ��\ �� ` Commencing ot the Northwest comer of soid Lot 2; \ thence southerly along the Westerly line thereaf ta a B Judiciol Lond Monument J.LM. Found �M� �=�M.� \ � � � ) \ �� ` point 112.65 (eet southerly of the Northwest comer o( EXISTING AREA CALCULATION: � � oEa R;� ��`\\� /� Lot 1, sod pont here'nofter ro(erred to as Pont "A"; F� \ thence northeasterly detlectng left 110 degrees 70 I ' � \� �p, (n m'nutes ta the shore ot the lake and actual pont of Lot Area Measured to OHW= 11,802 SF � M. I i•s.e�uEas _ — — �� beg'nning of the I ne to 6e descr'bed, thence �'"F CO"�" R" , . aP ,asu � s'�`��.cns� „uzc v� \ ma southwesterly to a pont on the Westerly Ine of said IMPERNOUS SURFACE: �� ' a�� K,� '\� e� N8895'16' � �� 'fj, Lot 2 dstant 5 teet northerly of sad Pont 'A' and �� ' �y, �,� b-- t�o.zo�------ ' ' tnere term notng, GUST 5. JOHNSON 5 ADDITION, House- 2A57 SF F g � - - . �\ w� � Hennep'n Caunty, Minnesota. B tum nous Dr ve= 1,009 SF � � 1 { e�M, �wr i ass�,; 'o�..+ ,__ 4� � � ��'�1� Z � uae i Concrete Walk = 131 SF °T ��s � i ' � -` A . ...�-� el � 4 k� Deck = 278 SF I� t' /� %�e�� ' �y,�, �\ ,� \` �}�� _ ` _ _ 'I �/ k�"�. / � / �� 4 Shed = 162 SF 1 � 1 \ \ \�aT _ _ l �� ,� � BENCHMARK� Q �o✓ Total = 3,a68�SF \ �� \ � �� ""� � � '��rn�^�� ,u�.i' �(�r @i �� Top of Manhale in Reor Yord of �/4009 North Shore Dr. � � �__ � g p r3� \ y �� Elevation = 933.63- � � . a4 �" �o;��.�,�� ao 0 EXISTING ELEVATIONS: \ \\O � \ � " � ^/ ''��''" rR�"�� /�� \ \ �� `G �\ �W �rM TOP OF BLOCK = 938.6 \ ' g� �\� iaµa(nu o I '� T k - ��pi(�lm�, ' � //rMe _�\ / � ,^.�s`i �.. '/- GARAGE FLOOR = 938.4 � \ A�p � 'r.'> z�o� �., '� pa'��n��'��r.°(N�� - � '^- ��\ -_�� qt @ � y, � NOTES G\ �� Z �\ � e•.s� I �N ��p �' �t�°" / o`�_ _ �� =_`\ �6� ��,��(\� -qll ez�stng bwlding dimens'ans are measured to the �\\ � �#' s P�' � �'� � .�� L � � \'}�\ fn shed sid ng and not the bu Id'ng foundation. PROPOSED AREA CALCULATION� O �e• N� � �l� /�x. -- �- � � ;i�y � � � \� �� s"�� ±�-_ _ �o_ o��'� �� \ \ �� -6' or more of topsoil to be odded to all d sturbed Lot Area Meosured to OHW= 11,802 SF � p O �` 0.�i� � - _-� -- '� � � � \ areas. ��o. i _ _ -- -^° '�� \�y, )>�� HARDCOVER: � � � ° `�'�.� " - - - k/ \ � � � \ -The location of oll utilities shawn are from o6served O f1� ` _ � �� ' i�A� \ �� \ evidence in the field and from plans furnished by A. House = 1,685 SP 0. � / o•.w ��d0"' i� � � � � �� the utility companies ond ore approvimate. Utility B. Cantilevered Entr = 40 SF � / � Y �M��/ � \ � \ � \ componies should be notified for exact location C. Driveway= 964 SF �� q �/f •�//�""''`�� oA� � - 'I � � \ \ ` befare doing ony ezcovation. D. Front Walk= 72 SF � �s_ w�,�''°""` °1}' ��o��- ,� �\ � E. Rear Patia&Steps= 134 SF \ , � � ^' / � � i po�e 4 � F. Pervious Deck = 68 SF � ( i / �, ��¢n�o�� I here6y cert'fy that th s survey plan or report was / p � � / �i / prepared by me or under my d'rect supervs'on and EXCLUOABLE HAROCOVER: 6';' ', � �� that I am a duly reg stered Land Surveyar under the � "°'� �'�F �wa _ ;a� / / laws of the State o(Minnesota. F: Pervious Deck = -6B SF � � ��.'� ��I �� II W. BROWN LAND SURVEYING, INC. Tatol = 2.895 SF � � PO��'� '�'a / "°1°'' � = 24.57 \ Q / � � / � Stormwater Ouolity Overlay District Tier 1 � �0'� � / yl 259.or 2,950 SF Maximum Allowable Hardcover ,`�'�'F af� � i` ' � � � ! . � � -I-� Woodrow A. Brown, R.LS. MN REG 15230 I -}--`m- STRUCTURAL MASSINC: I ; 1� Dated: 10-b0-2015 Hause = 1.685 SF � 1 oe�k = se sF � ` W. BROWN LAND SURVEYING, INC. Total = 1,753 Sf 8030 Cedar Avenue So., Suite 226- = 14.89 Bloomington, MN 55425 Bus: (952) 854-4055 159,or 1,770 SF Mazimum Allowable Structurol Massing Fax: (952)854-4268 Drawing: Date: io-ao-zo�s 146-15A sca�e:� ��on = zo Feec � Of � 146-15A REF: 146-15 146/14 SITE ADDRESS: 2000 SHADYWOOD RD. ORONO, MN 55391 EXISTING CONDITION SURVEY FOR: Legend SUSTAINABLE 9 DESIGN + BUILD O Sonitary Monhole � Catch Basin 0 Power Pole O Guord Post II Tru(fit Sign � Timber Retalning Wall � Flagstone Retaining Woll a900.0 Eaisting Elevation K900.OTC Top of Curb Elevatian SCALE: 1 INCH = 20 FEET z900.OTW Top of Woll Elewtion i��A"' � �900� Evisting Contour § �-929.4 OHW—� Ordinory High Woter � U • Denotes Iron Alonument Found \ \. �� b B Denotes Judiciol Land Monument (J.L.M.) Found f � GM�a�=��.' \ �� PftOPERTV DESCRIPTION: iD' � Lot 1 and thot port o(Lot 2 which lies northwesterly •� �. of the followinq described line: �U' � �IX (n Commencing at the Northwest corner o(said Lot 2; '�� IX � i�s.an wens. _ --- — thence southerly olong the Westerly line thereaf ta o � Co pl�rwy . � NP y�� o��a s pont 112.65 teet southerly of the Northwest comer of ' �'� ry� ��t�"'x.: . i � °'� � J-°� ��' - ' � � ,/ Lot 1, sa'd pont herenofter reterred to as Point "A"; ¢�' � 'RY!� NBl�3�6��'— � S' thence northeosterly detlecting left 110 degrees 30 b— 1{0.20 ponf of ��. s� �5� `^ w�+ v� il � � minutes to the shore o(the loke ond actual �/� �,�qY:.eip..�`�'' ' �� '"g� � e �p A beginning of the line ta be described; thence �e.oE V� _g m.w%wuwwiNr� ' ^�."�,`'�';�` l ,jed�rmian �P"/ M �� southwesterly to o point on the Westerly line of said - `.N.".:�':�;' e� m¢z � �� p fi,. � ,6q y Lot 2 dlstant 5 feet northerly o(said Point "A° and 's 9 3 �,� � � / �K� �"'' � S}. there terminoting, GUST S. JOHNSON'$ A��ITION, - ��' ''g� (n Hennepin County, Minnesota. :;�w�as.,;s.q �� ' �� oo`'o J, \ � �� :.� . oy � i�� „ \` . .� .e:�•.;..;:; .s s� �,�. ��,ys.a`o�� \ S �RWR- .e / i. 9 - Q � -MN"''� - /'�N� v'E0 A BENCHMARK� V � �,� �_i �..�� ,� � v/ Tap of Manhale in Reor Yord of k4009 North Shore Dr. //� Elevation = 933.63. \ O'rm -a�is.�q,',zo �;':�� / �� {t� ti � �'I�N.:Y.:ti ti��,� / 3 �N��' �`P �•°'��•�<' � ' � ' NOTE: No Seorch Wos Made For Any Easements. \ � e ; z;'�...+.:'� i � YaB� s��N x�. 6 . \ �°-b,e`...,_. �'. F,� O � y i,� NOTE� The locaton of all utltes shown ore from � q � p� observed evdence n the field and from plans '�� fum shed by the ut I ty compan es and a i \y Q II "ye�_�rti� ;z.ti \ ��.�Qu /�� appro.mote Utlty companes should be g � � � \ notified for exoct location be(ore doinq any `aP'�:''',y�',; :°��/ e�cavation. �� .ead.<<;4.. , .� ., �.�,,��'�^,��'� / ,� I . �:,,;.�..:' �e.:. ' \ � � : �ao..` o� `��°r_��i �4 I hereb Rcertif thot this sur r as `�+Y=� � re area b me o under �ey, plan, o report w O �t�'s'' �a�I a duly registered Lan�d Su�eyor��u��de�the P - laws of the State o(Minnesota, � � q.o•uces. '°�}� I W. BROYM LAN� SURVEYING, INC. � I E%ISTING AREA CALCULATION: \9 Q ,pw. , � � �a.iF Lot Areo Meosured to OHW= 11,802 SF �' ^T IMPERVIOUS SURFACE: _�--- Woodrow A. Brown, R.L.S. MN REG 15230 House = 2,057 SF Dated: 07-06-2015 Bituminous Drive= 1,009 SF Concrete Waik = 131 SF snee= ie sF W. BROWN LAND SURVEYING, INC. 8030 Cedar Avenue So., Suite 228. Total = 3,637 SF Bloomington, MN 55425 = 30.89. 6us: (952) 854-4055 Fox: (952) 854-4268 Drawing: Date:o�-oe-zois 146-15 scale:� i��n = 2o Feet � of� 146-15 146/14 � Wtl IdOOMAQVHS 90�60�6 S lOZ/B V�l pane�3 ieey,uo�j wa��subieepzeyey�pineQ�a�.ed'.ry3 �,S e1PSS 31155F3tl N1�31'Otld � ��tl�530 /�1 OOZB'BLC'ZS6'.131 =�;��C!vi�7�i�i�$ NW'sqoEeeuwW'EOE `y S�i�OHl dl13dINf1 SV9tll �� eUnS'3StSuieWSZI � O S1191S34 i,1dUA) QIAYa 4�1f19�N�JIS306318VNiV1Sf1S s��sz-s �auaooMnavNs wo u3a�ine 3ns5 laaroea �e wnwa ri p� ?6 a; � � � � � � '� i `si9 LLi°' LLi W' oi' ;� N ;e .vii.v v.i .e�i s s.i .0.6 �� rl bSl O�erv ar� A iN�cN uo�0 W i�PH .P �a e' .s��o t[ '� �� I��' _. . — _. _. _. � S� � � � �! � 1t I <� II IIII � �� ,, `'' 1� €s �� -�1 � �� '� r� �� _ _ °E _ '1 �� _ �. � � . o � ¢ ' V IL11 � � � - s; LL � �; �.� ■� . o , �� ,t � � �� \' ► �.� w _. _ �-e ■ � � _ m�7 � ' '�' ' '. . �, -`1� � �t n 1_—-� -,�� . j� ��' r � I ' . 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" �a�� ox.c«sors r.�Aa��s � � - � s :;y�R.�aouw a«.s r �n� .r.� vs� ,r�- cw"E`io'.��a�.`s �.w.�a,s�e:.�ooAoo�o�i �_.,amo,..`s,�'«,: � AFwaFo s��ous4rw: c>.rEos.,oaeaa ws�� Pm�...�t�.... � �q �o�.ioeacw�u �s s�s.r o.n u... � Single-Family Residence .00.,os.ssEF�µ x�.a�.v�-�e�eo..�a..E � FRAMING DETAIL .,x�a. a�ws�`sEev`� w,o�ea.s�,u��.wo�M. �«onos.,oE�+�u�..��ex�FOAs„e�m wreA�>.��E*o*A�,suH, 2000 Shadywood Rd ma� ��E Orono, N yEEP� /1 FRAMWG DETAIL ��,��E�EAEoaw�...�� P'°�"� S3 ��CEIVED City of Orono - �oNo Hardcover Calculation Worksheet �i�� 19 2015 ' ,�` _ Property Address: �� : leoo St�Aa„4.(o�� Ro. o�Ty ��= ORONO `�A�,,,,,P`.=' Prepared by: ? Date: _ _ �ail �,.�..1�� .�12e�..1 ��N��r�i.�IL !0-�0-20�5 Stormwater Quality Overlay District Tier: (Circle one ier 1 ier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75'setbadc line and calculate hardcover s uare foota e se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet Exam le ara e 24'x 30' 720 S.F. A „s i___ S.F. B ' ` S.F. C � S.F. � '�o ' S.F. E •t � '3 S.F. F ' ' S.F. G S.F. H S.F. I S.F. J S.F. K S.F. � S.F. M S.F. N S.F. O S.F. P S.F. Q � S.F. R S_F. S S_F. T S.F. U S.F. V S.F W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover � S.F. Excludable Hardcover See Ci Code Sec 78-1684: F .�Sx ' s.F. S.F. S.F. S.F. S.F. 2 Total ExGudable Hardcover �a S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 L g�s S_F. 4 Total Lot Area -T-p D oZ S.F. Proposed Hardcover Percentage [(3)_(4)] 1'�•S o�o Packet last Updated: January 2015 This is an information packet regarding Nardcov�er. Every effert has been made to ensure the accuracy of the infamation contairted herein;however.�f any info�mabon is not consistent with provisions of the City Code,tire Code provisions wifl prevail. Page 17 Hennepin County GIS - Printable Map Page 1 of 1 Henne�+>l � ' • � � - � - . n ..,. �, .. . .:, .. P.� � ��y.��•A -,�� ,� - , � �% . " x,�r:� ��s'"+� �� '4, _ �, ��_ �:- .� a `+� �, . . ,,.s,�� ,.� i" -. '; �'�' ��4 ` � 4�t, Y ,��-�''�'''.` �"�ee ' y ,.e ' � � . �1 j _. .'y _ t '� �� 3 �� "�4 �. 3 P � s.y- ] � � �� 4y} �'�� ,4.,��"� �g�l?^ h�'��.�'.' �,Vs�d.,� ` �� ,.� r a... �w � t � �•� 4� 1� ' . �� '. � , �r 9, �e � � '�` �dR' .�." �:f�� 1� � F��Y �e�1 �., � ,. 5��> ''' � r�� Y , ..; , .. - ,*�R`� � � :,y ..:...yT � . � ;a,.} a�,� �NR .+ � , " ;.� - n -�Ir"�::�1 ,,,rM.�.� �, . ; T : ��d"",� �- �r `�a .��. � p ,� *� � F � M o- r , *'a " . . �,G` F� �^ ' �� a , �.tA, � ��.k,� � =-.. ` . - ,."�,�, -,,'e�• �,.-. . . M;. -`4�1 e ��.. � �"� - `a�,. .. �"'l��.�n�`��• . � �� .,�. }� �"�.: L `�., � 1 , �� - , � r � a a •e ` • � °7n�,y�,,'. +� . , r r� ,+�,� +_� ��, . � M t _ , � ,� , t. ,-., � .. '-> , � �� "�"'ar' xe �_i� � . . � .. � . � y� � f ' C. ��'. § ,�� g y,M ,�{•�4,�� "�x „� '.�. ,,, \ 1�� ° ��'+ ... I.. � ��t � � � � 1� � �A � � � .._ —aq� $ . ,. .� ZF � ,'p�� :;. � ' � �y � '�„, � � �. ' ~ r F ^��'�-"`s s h� � � /'.. y� �� `�.« �• P �� r.ti. .1� \ �i�*��•�y�T` ' . �� t .� * � �`. d 1_��t•i� �9n �iP 11 t�� '� ! ��• � ,�A � � � T * r' "�➢ :a��iF.r, � , a i f I '��r . y�� 4t ,;b !� �� ln4i . , 1 �1,` y,��-, A/y r}.' . • . � gfi kl "{'� : , " �'� ��5 . - " d /E�9- ` � �v�, • , . :° f i �. �� e.y� , — � f :�� `� ` . � . `' �., . �. � '��`t �,.°:� . Parcel 17-117-23-31-0001 A-T-B: Torrens Map Scaie: 1' =50 ft. N ID: Print Date: 11/20/2015 � Owner Sustainable 9 Holdings Llc Market $537,000 Name: Total: ' Parcel 2000 Shadywood Rd Tax $6,015.14 Address: Orono, MN 55391 Total: (Payable:2015) Property Residential Lake Shore Sale $600,000 Typ@: PfICe: This map is a compilation of data from various sources and is furnished"AS IS"with no HOme- Homestead Sale 06/2015 representation or warranty expressed or Stead: Date: implied,including fitness of any particular purpose,merchantability,or the accuracy and completeness of the information shown. Parcel 0.27 acres Sale Area: 11,737 sq ft COd2: COPYRIGHT OO HENNEPIN COUNTY 2015 � �, Thirk Green: https://gis.hennepin.us/Property/print/default.aspx?C=451394.77815000014,4976664.141... 11/20/2015 � � a MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER _ QUALITY OF LIFE i Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, The Minnehaha Creek maps, and all other supporting data submitted by the appiicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant Wa��"�" named below for use and development of land in the Minnehaha Creek ( committe�d to a leadersh;p Watershed District. I �� role in protecting, improving ard managing �ssued to� Sustainable 9 Holdinqs LLC Permit No: 15-620 the surface waters and Location� 2000 Shadvwood Road Orono affitiated groundwater Purqose� Erosion Control — Sinale Familv Home i resourceswithinthe Date of Issuance: 11/6/15 Date of Ex iration: 11/6/16 k Distritt,in[Iilding their By Order of the Board of Managers relationships to the etosystems of which -T I_, vy"_ ' Tom Dietrich they are an inbegrat part. District Technician We achieve our miss;o� This permit is not transferable without District approval, and is valid to the date of through regulation, expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the tapital projects, permit must be received by the District at least 30 days before expiration. �"�t10"�C0°�� The applicant is responsible for compliance with all District Rules and for the endeavors,and other action of their representatives, contractors, and employees. pmgrams based or� Conditions: Project to be completed as described in plans submitted to the MCWD office on November 5, 2015 according to the provisions of sound science, this permit. innovative thinking,an • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized informed and enga9ed . Notify MCWD in writing upon completing installation of constihierxy,and the perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has cost ef�ct;ve use of performed a final inspection, all silt fences must be removed pub�ic funds. (Statement concerning fees for inspections, violations, etc... on following page) 15320 Minnetonka Boulevard, Minnetonka, MN 55345•Office: (952)471-0590• Fax: (952)471-0682 •www.minnehahacreek.org / � MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE ` Inspection/AnalvsislMonitorinq Fees . �'. The Minnehaha Creek A site inspection and monitoring by District staff will be performed where the activity involves: ' Watershed District is mmmitted to a beadership • a commercial/industrial/multi-family residential development ` • a single family residential development greater than 5 acres or of any size if role in prvtQcting, within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland lmproving and managin9 dredging within the beds, banks or shores of any protected water or wetland the wrface waters and • a vlolatlon • any project which in the judgment of the District staff should be inspected due affi(iated groundwater to project location, scope, or construction techniques resourtes within the pistr;ct,induding their In these cases, the applicant shall pay to the District a fee equal to the actual ►elationships to the costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, ecosystems of which which in the case of a violation shall be at least $35. they are an integral part. We ach�e our mission Standard Fee Schedule tt►rough regulation, District professional staff $ 65.51* capitat projects, District interns $ 40.35" education,cooperative District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate endeavors,and other Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate programs based on Application fee $ 10.00 sound sc;ence, Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time innovative thinking,an i�omied and engaged ��,a�� * Hourly cost effective use o` public funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345 •Office: (952)471-0590• fax:(952)471-0682 •www.minnehahacreek.org ,.�-�lw� Christine Mattson Z��5 —��L From: Ryan Hanson <ryanhanson@sustainable9.com> Sent: Tuesday, January 19, 2016 12:44 PM To: Roger Peitso; Christine Mattson Subject: Updated Pages for 2000 Shadywood Rd Attachments: Updated Pages with Wet Bar Elevation -2000 Shadywood Road -2016_01_12.pdf Hi Roger and Christine, Thanks for returning my call Roger. Attached are the pages that were updated when we raised the golf simulator room up to the same elevation as the wet bar area. This again was because we hit water, but are OK at the wet bar elevation. FYI, none of this affects the exterior or the height of the home. Please let me know if you have questions. Thanks! Ryan Hanson- Partner Sustainable 9 Design+ Build 612-234-4194 office 612-636-3232 mobile 612-293-3830 fax rvanhanson(c�sustainable9.com www.sustainable9.com Twitter: @Sus9DesignBuild Facebook: facebook.com/sustainable9 Houzz: houzz.com/pro/sustainable9 Our main office is located on the 3rd Floor of St. Anthony Main on the River in Minneapolis (Across from downtown): 125 Main Street Southeast Suite 343 Minneapolis, MN 55414 Office Hours: Monday- Friday: 9am-6pm Saturday - Sunday: By Appointment i ' f Christine Mattson From: Christine Mattson Sent: Thursday, February 11, 2016 3:38 PM To: 'Ryan Hanson' Cc: Roger Peitso; 'wblandsurvey@aol.com' Subject: RE: As-Built Top of Foundation Survey-2000 Shadywood Rd Attachments: 22-16 FOUNDATION AS BUILT SUS 9 2000 SHADYWOOD RD.PDF Ryan We have reviewed and approved the electronic copy of the foundation as-built. I am only able to print up to 11 x 17" size documents;therefore please have a full-size copy of the survey submitted to our office at your earliest convenience. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono 0 MN J 55356(physica/addressJ PO Box 66 � Crystal Bay I MN I 55323-0066(mailing addressJ "a" 952.249.4620 ( 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 15,2016 From: Ryan Hanson [mailto:ryanhanson@sustainable9.com] Sent:Thursday, February 11, 2016 12:18 PM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Re:As-Built Top of Foundation Survey-2000 Shadywood Rd Sounds good,thanks Roger and Christine. Ryan Hanson- Partner Sustainable 9 Design+ Build 612-234-4194 office 612-636-3232 mobile 612-293-3830 faX rvanhansonna,sustainable9.com www.sustainable9.com Twitter: @Sus9DesignBuild i � � �� 4�� ' D3;E TI CITY OF ORONO CALLED IN � / � � INSPECTION N TIC �sCHEDULED � - _!�� PERMIT NO. ��oMPLETED ADDRESS �DU c`�� OWNER TEL P ONE N � - 7 U CONTRACTOR �� DE RIPTION ,�C�% /ci � ly FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: o� W a J I ' i� � ; ¢ � O - � W � Q � � � �,1 ^ W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � FORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WtLI REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advan . 2j 249-46�� OwnerlContractor on site: Inspector. White Copy/lnspector's Fil Canary CopyfSite Notice �� ✓ �" � � DATE TIME CITY OF ORONO CALLED IN �— INSPECTION I�OTICE r SCHEDULED A�� ' _.,/�-, �� !� �C+! x;.�. PERMIT NO.=�� COMPLETED � c ADDRESS � ��L �,� � �I'7 CC��i f:. �c� �� `' f��/�3 .'C ._ c' : 7/ OWNER TELEPHONE NO. CONTRACTOR `� S�-��A �Y1 � ,��i ��%� � � � D CRIPTION 1�' �� C l/l11�� •-�,�� C� �_ � FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDAYION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE PTIC INSTALL 2 OYVNER/CONTRACTOR TO MEEf YOU: YES_NO �� cV„_ ...-_.. � c�., COMMENTS: �� W a � J 0 >. � .. o ' �- W � � Q � � fj ; W � W � J W WORKSATISFACTORY:PROCEED ❑ ,ROJECT COMPLEfE � RRECT VYORK�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑CO RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. n Call for the next inspection 24 hours i n�.�✓952 249-46�� ..��,� ( ) OwnerlContractor on site: "'` �' ' ,� Inspector: - G L:' � \ White Copydnspector's Ftie`' Canary CopylSke Notice � � �, ,� �-� DATE TIME �, CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ` �3f PERMIT NO. %��%��-n� ��LconnP�erEo � � ADDRESS '2 v�.JC� � c_� ,. OWNER TELEPF�NE O " -� �`f'�= CONTRACTOR � c� � � � � DESCRIPTION i ��'�"� C� � ❑ F TING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL I J ❑ DEMO-SITE ❑ TIC INSTALL � OWNERICONTFiACTOR TO MEET ' YES_NO v�i COMMENTS: � W � 2 J O � � O � W 2 Q � 2 W � W � � J d W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ RECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLI RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Call forthe next inspection 2a hours in a :�(952) 249-46�� OwnerlContractor on site: Inspector. � White Copyll�spector's FNe� Canary CopylSite Notice , � / � v � DATE TIM CITY OF ORONO CALLED IN � 'Z-g � INSPECTION NOTI j O!��+EDULED 2-�1 l�� PERMIT NO. r�� y0 PLETED ADDRESS �� OWNER T�EP NENO��-�� -� 7� CONTRACTO �- � � DESCRIPTION 4~j ❑ F TING ❑ DEMO-FINAL ❑ SEP IC FINAL � ❑ OURED WALL ❑ PLUMBING RI ❑ V/GRADING/FILLING y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ DON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOHTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W � J O � � O � W 2 Q � W � W � � J O W RKSATISFACTORY:PROCEED ❑ PRWECTCOMPLEfE � RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COWERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. ❑pHOTOTAKEN INSPECTOR W{LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTiON REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecti 24 hours in adva 52) 249-46�� OwnedContractor on site: Inspector: i White CopyllnspectoPs F Cenary C ylSite Notice �- � ,�- � DATE TIME �` CITY OF ORONO CALLED IN —I b � - INSPECTION NOTIC SCHEDULED -.'�7i PERMIT NO. ✓ � �c LETED ADDRESS ' ' % ��j �G' OWNER TEL HONE �!� ' 2 � CONTRACTOR � � � DESCRIPTION --5�� lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC F AL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z/�pON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ��❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP w ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: W a �a/y 6r� �ac� � — j - �0l�1�' - �cc/✓�L��l�t"/d�icd�s -��r/lGb� O ^ �� df � I�4�,.�t �o h� `c«z�� 6 a��••�g �s.�� 0 � W � b� � ca��/ Q � z � W � � 0 W� RKS TISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WlLL REfURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector��1 / �--� 4��, White Copy/lnspector's File Canary CopylSite Notice � '� � � _ / TIME CtTY OF ORONO cnLLED IN � INSPECTION NOTICs,E _D �,�cr�6DULED � /4-�� PERMR NO. d'�� Ac6MPLETED ADDRESS a�� r� O'1NNER � J�E,�`E HONE NO.��-"� /� CONTRA�'*nQ � LL_S �(.l�IQ./'✓[.L � - �C.�-, '� DESCRIPTION ��`'dYu' /V��"' L/�� 4�j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL : 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J� ❑ DEMO- ❑ SEPTIC INSTALL �� t.�'1 ✓{.�I"� 2 I�fTMCTO MEET Y�U�Y-�NO �/��4� v�-�l(—(�e � COMMENTS: �f�� /C� " � �S'-/L 4 ��/o�l� Sr�✓•r9 b�cJeir� G�.�n/4�c�s - L! L .. o � �/I�v��e -Fw K��e�i��a1, 6n wr�r�0�ows ,�s '' 1►c c.�C o �� , '" /�i Qver�� s � c��r r�c� �-s�%�s� 2 ��r 4K ,/ , �Fo�..�aG��ow - d a6 � � k .. �r�csses � L •�, w �1�4 6/�,.� - f� ,r— � ` �� L 1� � d C6�feaC�t G4!/ �•i /G� s� �o^, W ❑W�ORK SATISFACTORY:PROCEED O PROJECT COMPLETE � ❑CORRECT YNORK 3 PHOCEED ❑ISSUE CERTIFlC/1TE OF OCCUPANCY W 0 ❑WRRECT YMORK,CALL FOR REtNSPECTION TEMPOFiARY V BEFORE CdVERINO PERMANENT O CORRECTUNSAFECONDITIONWITHIN H��- ❑pf{pTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �GTA710N ISSUED �SPECTION REQUIRED.CALL TO ARRAN(iE ACCESS. � ` Cafl for the next inspection 24 hours in advance. (952) 249-46�0 OwneHCoMractor on sit& Ins ��'''� White CopyAnapactor's FII� C�nary Cop�rlSlb Notiw DATE TIM CITY OF ORONO cnLLED IN �_ INSPECTION�NO,�T'IL� SCHEDULED � PERMR NO.� �� COMPLETED _�/U'y/� ADDRESS � d� � d�� OWNER TELEPHONE NO. CONTRACTOR 5��Q�L' L�s�,�✓t- . • , � DESCRIPTION ��s ��'�� 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION G ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q O'WNERMANTRACTOR TO MEET YiOU:_YES_NO . 2 - • y COMMENTS: Of/�QP� Idor '�i'�t /a�fG�ti �� a� � �►1!'l • fGt�na �/ �i�ttii�lP��st c o °�-�^ ��.�ts fl��k h«Pc�-s o� � �l_ r- - 0 � �, �rur� fQ / errdr-� �.�.!f �� '�'��•� :r>��- � �/ � / 1 L ///f Q .�J � ��"1 s�� vl./' �L�/�� T��GC //L��.iJLP✓� k' /L�� /?�r/t�G S r h{�So/i r_��/JS �� r� O� � L�-�1 ea�Pe✓ - fi-�D'� dd�a� - 7�cs.�C e/r6/y Gc�-�' � e r G j /rK' . . O r��' � � � G 6� � ❑WORKSA CTORY:PROCE��`� O PROJECT OMPLEfE W ❑CORRECT W'ORK 8 PROCEED � ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑COHHECT WORK,CALL FOR REINS��'"bI�FG'W rlfr'� TEMPORARY V BEFORECONERING � � �� PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ��,yf�� ❑STOP OROER POSTED.CALL tNSPECTOR r 5 ❑CITATION ISSUED INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for N�e next ins 2a hours in advance. (952) 249-4600 ,y on site:.^ .r�/�:�-� Inspeotor. iM CopyAnspector's Flle Canary CopylSite Notke C � � D E TIM CITY OF ORONO cnLLED IN , �� _�_ INSPECTION NOTI E Jy,��Q HEDULED � "'( � PERMIT NO. � � �� ° MPL ED ADDRESS �b �^ 01AINER T L P ONE NO. / � CONTRACTOR � . , � DESCRIPTION G� G�''r�� Ly ❑ FOOTING ❑ DE -FINAL ❑ SEPTIC F AL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OMINERICONTMCTON TO MEET YOU:_YES_NO � COMMENT� 4 � .�-Z ,(�./��✓� v� � C��{��`'J•-► O � �— � r-t'�n � ,�.�,t r ). � 0 W � Q � � W � � J W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK d�PROCEED ❑ISSUE CERTIFICATE OF OCa1PY1NCY `�/��ECT WORK CALL FOR REINSPECTION TEMPORARY FORE CdVERIN(i pEpAAANENT �COFiRECT UNSAFE CONDITION WITHIN HOURS. p p�{pT0 TAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �pTATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRAN(iE ACCESS. caM tor u,e next inspectton 2a hw,rs in adnance. (952) 249-4600 OwnerlContractor on site: �nspect«: �3� �/. White CoPYAnapector's Ffl� C�nary Copyl8lb NoNc� �� « �0 0�� nMe CITY OF ORONO cnLLED IN INSPECTION N CE SCHEDULED �� —!3-/�o : PERMR NO. � S D� rCOMPLETED ADDRESS �� O� OWNER EPH NE IVO. S� `��y� CONTRACTOR �� DESCRIPTION ' w� � ' � ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FiN � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADI ILLIN(i O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANiCAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIFIEMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z CWN�IICOI�f�RACTOR TO MEET V�tl:_YES_NO � COMMENT� 4 ��1�nn �n r /_'��/'/"C�._!'L"-�-t ,1 �� _� o �7�C_. � � , o L �r�c.,M , � ,� Z � � Q � W W � j � K SATISFACTORY:PROCEED ❑PFiOJECT COMPLEfE W ❑ W�(8 PROCEED O ISSUE CER'TIFlCATE OF OCWPYINCY � ❑CORRECT WORK,C/►LL FOR REINSPECTION TEMPORARY V BEFORE COVEFpNa pERMANENT ❑(�pqRECTUN3AFECONDIT1pN WITHIN HOURS. p pHpTOTAKEN INSPEC�OR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �pTATiON ISSUED ❑INSPEC710N REQUIRED.CALL TO ARRAN(3E ACCESS. cs�ro�u��xt�za no�M sa�►�,o�. (952) 249-4600 owr�rrcomre�eor o� ite: ��: I-� a � �, WMb CaPYllnt�Ct�s FlN C�nary CopylBM�Notla C`� �� DATE TIME CfTY OF ORONO �.�� "cALLED IN INSPECTION OTICE scHEouLED �. PERMIT NO. l � COMPLETED �/ ADDRE..SS �� /� O�WNEp � TELEPHONE NO.� �'SI �� CONTRACTOR �-�S�%� �' �/ � DESCRIPTION ��S � �a�� -a� 1y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINCa/FR.LINO Q ❑ FOUNDATION WATERPROOF ❑ PIUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ��NSULATION ❑ WOOD BURNER/FIREPLACE ❑COMPLAINT Q❑FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP _ ❑ AS BUILT-SURVEY SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL v ❑ DEMO-SITE SEPTIC INSTALL Z TO YEET _YES_MO � COMMENT� � ra rGI�,T_J�4 / � o �� j � � 6on�.s ✓'oow� ao� — �� al� .S i� � � �oa rr� -a� k�i �r ,�j e Dw� ��a�r � � Q ��kk+� bai� c�'cGes� �J�r1Gl �YGtvct��J �✓ � �. L. -b�6 ,� -tr�c,0 d�e✓ ga��e _ W � 1�� ""_ Q�_ J W ❑ K SATISFACTORY`.PROCEED ❑PROJECT COMPLETE a;,��lCT�IMORIC a PROCEED ❑ISSUE CERTIFlCATE OF OC�NCY 0 ❑CORRECT W O�,CALL FOR i�iNSPECTION T�APORARY V BEFORE(�VERINO PEqMANBdT ❑(�pqREC'T UN$/►FE CONDITION WITHIN HOURS- ❑pHpTO TAKEN INSPECTOR YNLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑qTATION ISSUED O INSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS. csN roru�e�ext�s�c�on z�t nours�n�rsno.. (952) 249-4600 o�s�: i�t«: �.. WMb CoPY1knW�ctor's FlN Gnary CoprlBH�NMia � C`�' _�--- �,/ � DATE TIME CITY OF ORONO cnLLED IN ----�— INSPECTION NOTICEt `� SCHEDULED � _,L��''� PERMR NO. �L�6 S ��%I't�OMPLETED ADDRESS �- `~'�� -C �-%�� OWNER TELEPHONE NO. �l`� �� CONTRACTOR � � " � DESCRIPTION " - --%� �SI�t'CG `� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ��S TIC INSTALL Z dWNERICONTRACTOR TO MEET Y�U: YES_NO � COMMENTS: � � �ay��s 6� � �o�✓� o - �- /•��i�- o,r� ,, , � . � � l��l i�. ��ss�'G+�t r ti< /��'h r.�. o��c.�� — ° - k��1 5G r��e�� -�- G�s« br��2 W _ Q �1^(� V fT�►1 � � Z � G6 r v'.c�t d p,� -�— Go v�� j W O WORK SATISFACTORY`.PROCEED ❑ PROJECT COMPLEfE � �CORRECT WORK 8 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY 0 "�CORRECTNfORK,CALL FOR REINSPECTfON TEMPORARY V BEFORECOMERIN(i PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR ��TATION ISSUED �INSPE(:TION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owr�rlContractor on site: Inspector: <� ��-i h^- . --� White CapyAnapactor's Fila Canary Cop�rlSib Nartle� GJ� � DATE TIME CITY OF ORONO ��Q� CALLED IN � � INSPECTION NOTIC SCHEDULED �_ PERMIT N��S- � COMPLETED ADDRESS � ��L�� OWNER TELEPHONE NO.� � �� CONTRACTnR �� 'L�S� � DESCRIPTION ��- ��'�` �^0`� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �I@G. �/ltli ` 3�'/`J � Jr 3��I 4 T9r1��r. ��I L4�ss D/1 c5��✓�,✓�s � a//� O � .. '� �' � �l'�E�� /�d✓ �''Ir 5 4/'Qt I r� � • /Y.�'J�( • o� ° � ('Or/'�b e. • E �r Co��2 / C�/�- a s�9 � '�' ✓Q/Dv-�Q i � r�f.r. vteultD Q•��- rle�C� Q /(�wt�s �' Q t G-�"t.e• i � W S. 4 .�-L,' D �1,,�. - o�C ' e�yr�cs - a/�' � . � ��tif4 � G(s��r'eQ�'�..`��, �sit_. p4f�o—+5�'`•"-s d ! G �►o�.- �oercctret io.rs � ❑WORKSATISFACTORY:PROCEE�j,��s ' ❑PRWECT COMPLETE � ❑CORRECT WORK 3 PROCEED C�r�.��,Q f�y�.ss ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION I��''� �� ry�21�APORARY V BEFORECOVERING I•�� PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDEH POSTED.CAIL INSPECTOR ❑CITATION ISSUED G'Oe�ra��. -� G'�e r� �a• � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. r,��A�� Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContraotor on site: Inspector: � White CopYNnspecto�'s Ffle Canary CopYISMe Notice � /� .�, �� r�/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,[ SCHEDULED � � PERMIT NO. 7��S'��7 gL COMPLEfED ADDRESS 2�� OWNER T EPHO E NOl/I��r � ��y�q� CONTRACTOR ��.f Yl�-� �1 � DESCRIPTION �f � � � `'��C'e-- 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI �EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTI STALL Q OWNERfCONTRACTOR TO MEET YOU:_Y NO Z / ` � COMMENTS: � �O�-(^Q7 �-' 0.r�"d.� � li'l �C�i_�_ � ��k��l-f-. � � 0 �, � � o � W � Q � � W � J W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT VYORK�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORUEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advance. (952) 24 - � OwnedCoMractor on site: Inspector. White CopyAnspector's File ary CopylSfte Notice G � ��- CITY OF ORONO �CA''p iN /-� TIME INSPECTION OTIC ,f� CHEDULED l- ' /,(� /d'D� PERMIT NO. -�l<o� MPLEfED ADDRESS � OWNER ' T E NO. - � � CONTRACTOR � D CRIPTION , � ty FOOTING ❑ DEMO-FIN L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a 2 J O �. � O � � . � Q � 2 W � W � J d W O WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 RRECT WORK,CALL FOR REINSPECTION TEMPORARY EFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 ours in advan 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notiee C� � C�_ _.�_- �� DATE TIME CITY OF ORONO cnLLED IN INSPECTION NOTICE ,, �HEDULED - / � D' a PERMIT NO. a�� oMPLETED ADDRESS � �`� �-- OWNER •TEL PHONE NO. �� -3�9-s�7� CONTRACTOR �l�1C-P� � DESCRIPTION — 4~j ❑ FOOTING ❑ DEMO- N L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBI RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J �FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 01NNERICONTRACTOR TO MEET YOU:_YES_NO � C �ENTS: �i�'1�G �i-rs�cf. � 4 Cor�e�6 rows rav e e ' ot`� �'�ovrdet '��,st�n� r�o�� roNc c�e��,��e9 �„ $ , . � V• i�a�e-,,.<�er �r /rr��+b�`� !i• �. ° - Cvn�ra6td� fa a-�es.'� ��t— W � Q 2 � � c�i /�c�k o�ec�.S Cor�P/�f.�.�.. p l� W � � � ,Oc��„„•C �.ic.��w�9 , W ❑WORKSATISFACTORY:PROCEED /CI�OJECT COMPLEfE � ,l�AO�HRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OR�ER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (g52) 249-4600 OvirneNContractor on site: Inspector:� /!�.� (/ VYhits CopyAnspectoPa File Caruiry CopylSMe Notics , ..* DATE TIME CITY OF ORONO CALLEO IN INSPECTION NOTICE, scHEou�e� �11k'L1L PERMIT NO. ��-a��' COMPLEfED Z-i I 'i� ADDRESS � � '� "�� OWNER LEPHONE NO. CONTRACTOR � DESCRIPTION 1 l�U�t��}� 1'�J � �� (� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � �� ¢ J � O �, �- � . � , O � W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 2a hours in advance. (952� 249-46�0 OwnerlContractor on site: inspector. -�� White Copyllnspector's File Cenary CopylSite Notke �� . � DATE TIME CITY'OF OiiONO CALLED IN IN8PECTION NOTICE ^`p- sc►+enu�En PERMR NO. 2815"O�`TO Z COMPLETED ADDRESS Z�.� ��V�V�Od �I�`-! OMINER TELEPHONE NO. CONTRAC'fOR � DESCRIPTION ►.1�'��l �7 c��`1 S l �`-' V i.� I � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAVKiRADIN(iIFILLIN(i O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TAEE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMINCa 0 MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNERIFIREPLACE �COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL _ r � DEMO-SITE ❑ SEPTIC INSTALL � TO MEET YOU:_YES_NO � COMMENT� � o �_ � �l � V �� Sl � i�lp'l� `f-" ° ►C., {��,�. W � Q � W W � j W ❑WOFiK3ATISFACTORY:PROCEED O PFiWECTCOIAPIETE � 0 OORRECT WOiiK!�PROCEED ❑ISSUE CEA'TIFlCATE OF OC�JPMNC� W D ❑OORRECT MIOF�C,G1LL FOR REINSPECTION T9APORARY �j BEFOREI�VERINO PERINANB�IT ❑OORfiECTUNSAFE00NDIT10N WITHIN HOUR3. ❑PHOTOTAKEN INSPECi'OR YVILL RETURN O STOP ORDER PO�TED.CALL IN3PECTOR ��AT10N�8SUE� ❑IN3PECT10N REOUIRED.C/1LL TO ARHAN(iE ACCESS. c��n��t�u no�a��oe. (952) 249-4Q00 on site: �nspectoc 1NINN GopyAnt�cto�'s flN Camry Copylaib IroGe� � SITE ADDRESS: 2000 SHADYWOOD RD. ORONO. MN 55391 FOUNDATION AS BUILT FOR: Legend SUSTAINABLE 9 DE SIGN + BUILD � ❑ Silt Fence for Erosion Contiol Mulch Log for Erosion Control P�o,��t„�Tree Fencing AS—BUILT TOP OF FOUNDATION = 941.02 O Sanitory Manhole � �°``h B°s`" PROPOSED TOP OF FOUNDATION = (941.00) 0 Power Pole 0 Guard Post 1� / II Traffic Siqn ��/ ��\ / � Timber Retoining Wall / � �---�� Flagstone Retoining Woll � /� ll z900.0 Existing Elewtion //5/��9t 1 .(eoo.o) Proposttl Elewtion �ji� � 1i SCALE: 1 INCH = 30 FEET x 900.0 As-Built Elevalion /� / �� l x900.OTC Top of Curb Elevation �� x9oo.oTw iop oi Wall Elevation �� PROPERTY DESCRIPTION: � �� 900� Existing Contour �>w � DECK l Lot 1 and that part of Lot 2 which lies northwesterly i949.4 QIW� Ordinary High Water � �� /1998 �"9 Li � of the following described line: �--931.5 100 YR.—� 700 Yr. Flood Elevation FRONT ENTRV=938.2 � � O Iron Monument Found GARAGE ROOR=936.7 ��1 � Commencing at the Northwest corner of said Lot 2; • Iron Monument Found Z� thence southerly along the Westerly line thereof to a 6 Judiciol Land Monument (J.L.M.) Found �� '� point 112.65 feet southerly of the Northwest corner of * Proposed Planting °EG` �� Lot 1, said point hereinafter referred to as Point "A"; oEc�c � 1` thence northeasterly deflecting left 110 degrees 30 � m � 145.83 MEAS. J � minutes to the shore of the lake and actual point of �HENN.C0.R/W NONUMENT HP 5T5 C.B. it EXISTING AREA CALCULATION: $ �;r a �TOP RIN�933.27 N >> beginning of the line to be described; thence � BIIUMINOUS DRIK ��'' I Ngg�05'18'E__ , �� '�j southwesterly to a point on the Westerly line of said Lot Area Measured to OHW = 11,802 Sf � ` `�;`�9s �o -- 1A0.20;L=9"58 �� Lot 2 distant 5 feet northerly of said Point "A" and � ' - 'P R"'�<" � there terminating, GUST S. JOHNSON'S ADDITION, IMPERVIOUS SURFACE: � i Nw coR or�oT / I i� ` ��Q ?j Hennepin County, Minnesota. MENN.CD.R/W IIONUMENT �,� � \ � c NV.-93{.B I 1� :-- / \.e Z 5'SPRULE 1REE5 q EL-936.20 I 5� / tRf 1 l �'� z House — 2,057 SF II � � � i Bituminous Drive = 1,009 SF Z ti �F + �,�s 6""s �a ' �1 � � BENCHMARK: Concrete Walk = 131 SF �2' � � '1 �" � � Deck = 278 SF DEqDUWS ao� ��ls*';oz '', �� ` `�a Top of Manhole in Rear Yard of #4009 North Shore Dr. Shed � i'�1288F \ � o 'i;o�- " �'"E�P F"o� wP"= �, 1'�, �� \ �il �� Elevation = 933.63. � Total = 3,637 SF O y �� // 1H��NE��OT y ,i O �+• ''"` s � � �pµN�"' � NOTES: � 16' 6'A 1e 12l� '��1 P� N/ �i � i --- �Fa�' y�� t � —All existing building dimensions are measured to EXISTING ELEVATIONS: � zQ � , Flpo�y�,.ANo� m �� the finished siding and not the building foundation. � N TOP RIA1-977.}7 N - • � • ^ �M��ilo 14� � / � `� TOP OF BLOCK = 938.8 2p O � z o -.,. �cF f°'�t�'��°' � � L�� —Stabilize exposed areas with temporary erosion GARAGE FLOOR = 938.4 � �s'ns�+ I . �(�� . ��' ' �� / '; m ��i �� control measures. O . � RQPOf'E . ��i / / p o � PROPOSED AREA CALCULATION: O �a�sN �� ' " • '' /�'p0 •'2� ��i� � —6" or more of topsoil to be added to all disturbed ,e• H �� oci\130'NAPLE i � � areas. • ' {.� l' - „ �qi / � Lot Areo Meosured to OHW = 11,802 SF � � °� . • . • e�-9as�a+, � i��:' � —The locotion of all utilities shown are from observed � � � �m HARDCOVER: � ' „' ��\ 6' MLE �� i� evidence in the field and from plans furnished by z � io•cm e �g,t} s•u �e �►,E i the utilit com onies and are a roximate. Utilit `� O II NM COR OF LDT 28 ELN _�a `�\9 24 .��`�N i i Y P PP Y �, „6 � g9• i i companies should be notified for exact location A. House = 1,685 SF � EL-94�,s o•�sn ��,'� �i �i before doing any excavation. B. Cantile y red Entry = 40 SF \� '��LE � �� I i C. Drivewa = 964 SF D. Front Walk = 72 SF � _ 6 S„ b'MAPLE �� I hereby certify that this survey, plan, or report was E. Rear Patio & Steps = 134 SF . 16 � �zoie ��- prepared by me or under my direct supervision and F. Pervious Deck = 68 SF � FRONT EN7RY�950J that I am a dul re istered Land Surve or under the GARACE FLOOR-9�6.4 Y 9� Y — 4'x6' Stone Landing = 24 SF laws of the State of Minnesota. EXCLUDABLE HARDCOVER: O W. BROWN LAND SURVEYING, INC. \ . � 75.04 MEAS. : � F: Pervious Deck = —68 SF � POINT�A�� /,�•30• � ;.r � Total = 2,919 SF O !/f� = 24.7% _ ' � _` _ Woodrow A. Brown, R.L.S. MN REG 15230 Stormwater Quality Overlay District Tier 1 25% or 2,950 SF Maximum Allowoble Hardcover __ Dated: 2-5-2016 __--,s3-- STRUCTURAL MASSING: W. BROWN LAND SURVEYING, INC. F�a�j� House = 1,685 SF 8030 Cedar Avenue So., Suite 228. Deck = 68 SF Bloomington, MN 55425 �_�,(l�� Total = 1,753 SF Bus: (952) 854-4055 Fax: (952) 854-4268 = 14.8% Drawing: Date: 2-5-2ois 15% or 1,770 SF Maximum Allowable Structurol Massing 22—� �j Seale: 1 Inch = 30 Feet 1 of 1 2noo shaalv weod �2d I�r6 .r�i 44�L �� c��m� mo o$ �F f . iaam�'o m�° mizno�W � mimir�'o�=a z '^m gF �� 45._0, g;�mo��D D� -��,y$�38�mfF .� p z�">�o�S<��ma �f��y��g � y p IZ� 13'0 30"0 1" nm�x2mm3y$D� �m�Cs=tyi fNm� �L m� Cpply OAbZ�y�mmTrS ��P�jmr�iin�90TDCr�i L4 fZ y9SP11 yozm i"mT�z -oy �zFD �zln tl 2� �<�1' D�TNynTZn—C.. n 8'-0' 2'-1' 11'-51/2' 13'-101/2' 2'-7" 2z0 a5 Si �~N i��s-r9cznFi� 9 DOma � c pH � �o FX 018 �D 18 AW 124 �N�gg�m�y� ��<y_ � N� f s �3'-o'H.HGT. F% 272 immor� x� o� �Nw wa z) �ta 2)210 2) x10 y<� �y '� �� a� ��-�cm �� <my - _ - 31&12'LVL - �'�? �+nF �,DfiOPPED �p OZ a�� Dm BUILT-I Oi � n �a ;m y'� Im -� � � a �g� $�Zn yy �o mm � a•-�in• s-i• a�-iova• I N � s o >n O ]� � NSTALL WUOD N ' � �O +" 4�-�� '-0' �IRECTSUpE OR ' �Y � yo �O q� c CABLERALING � o �RL3o5a�1N R Se m n m ' e y i GAS FIFEPLA E 0 � : � v, • . o ��- � o' 31�10 I H.r% " a TOMFG.SPE S. Y DROPPED 2 " r � 4'-6' 6' d3/d' g A'-61Y2 16'FL TRUSSES N " $ �i �� y (d�19.'O. � �' p - - II -I- - O1 ^ Jn' F O P� "m'c"c '=''='FLOORGIRDEflBEA c �- �� r 3'-6" 3'�6' � O �'Bx�<�1 O-( � Ti PERMFG.SPEC. =1 � ��K� � yn O �� Overhanp Fxe 'O. . i a�a= ��j � z o ', , o I ? g r x m m m ••• �o" ; ! ••�o ,PER MFG.SPEC, N �$ rq � o � . 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L a m� S"-i� �m 2�-0' � � �D zmemi r�3 g I ? � _ c�i�(� oN N$ � x N Q a~ �� T 1 I � D�m,�� o � , o `�s I� ; I Sm��pF 20'FL THUSSES �j 5 `1 .� �O . � OTOD�� 4'-0' 4'-6' �19.2' .C. i � gs �o m'�� 1 - I g NiN � mg �� m'� e� m �b NH i �oy �o n �s �y Na�r'� � m c�. I f ia� s�i ,3`� x � �� o`o'T' 1 < m I a c+�� zn -- � � G� O-iri r �� myx m <•.0•-� WINEBAR �� I T�;g',i o omn i vFi m' a �v ae'REF. i `�$� I c�a' 1 v 90p5 I og ___ 36 � �S�iOi o LD I F F 36'CSD. p � F� I S��q � p m� g 30'DOOfl OPNG. � �D _ I f� � n'm' ° n.� I i � 6'-8' 2'-51/2' S'-6' ` 6'-71/4' mO �a � i.�� : I m ,'0 ze�aoc�T � I gg I /20•F�ooa rausses � p3 ppop f�-0 � � ' @� z. �is•o � � I �is2•o.c. � � m0� az�vn/nm� on� N N _ I �' FLUSI) �� I I 3 'a'�i �_I( _-� �III SY y I • e � . a i y N - n � � III� . II I BENCH W/LOCKERS � �-D�\J � 7 0'D E S N W/ c 5 ^: �4 I -�-------J � m=N UPPERCAB p �a � � } I ^! 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N N N N N N N N N eW O O Oo O>O O� O A A d A � L � DRAWN BY PROJECT ISSUE BUILDER D fl V I D C n fl R l f 7 D f S I�Il S GM SHADYWOOD RD. 929.15 SUSTAINABLE 9 DESIGN+BUILD 17645 JUNIPER PATH#215 O 125 Main St SE,Suite ,,�-�___ LAKEVILLE,MN 55044 `^ � 343.Minneapolis.MN TEL:952.428.8200 V' p�p�pnpry REaSSUE ssaia ;�1�9�,� SUSTAINABLE NINE EM:Dave@DavidCharlezDesigns.com Main Level PROJECT# 1/ty201612:54:04 i - �; oesicx�suno SHADYWOODI PM �v. � GENERAL NOTES , F�°'"�sPSEs � EC. t2' 1.ALL E%TERIOfl WALLS TO BE CONSTRUGTED OF 2x6 STU�S�16'O.C. �3 2.ALL INTERIOR WALLS TO BE CONSTRVCTED OF 2x6 STUOS C�16'O.C.(UNlESS ROOFTRUSSES OTHERWISE NOTE�) PEF MFG.SPEC. � _ 3.WALLS ADJACENT TO GARAGE SPACE SHALL BE 2t6 WITH A 1 NR.FIRE RATING - 4.STflUCTUML W ALLS TO HAVE A FIRE RATING OF 1 HR. �� 3'MIN.ABS OR PVC OR EQVIVALENT GAS TIGHT PIPE 5.ALL DIMENSKKJS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD 6.PROVIDE ROOF VENTILATION 1 S�.Ff.PER 300 SO.FT.OF ROOF AREA.SOY.AT RI�GE vl � AND 50W.AT SOFFR-MIN � METAL RAILING INSTALL LIVE OUTLET IN ATTIC WHERE 7.ALL INTERIOR DOORS HEADEH HEIGNT TO BE TO BE VERIFIEO W RH BUIL�ER ',I w/GLASS PANELS �+ I FUIURE FAN MAY BE INSTALLEU SPEqFICATIONS.UNDERCUT MIN 1" � I B.ALL STRUCNRAL MEMBEFS TO BE VEFIFIED BV MANF.AND A STRUCTURAL ILE TECH �I ENGINEER. PAVERSO II v� o - IMILIA � PROVIDE SPACE FOR FUTURE � y 9.ALL W INDOW UNITS ABOVE TUB DECK AND/OR W AHIN 18'OF THE FLOOR AND/OF 24' 6'-10'MINIMUM HEADROOM U � PRODUCT �� INSTALLATION OF A FAN v OFADOORWAVSHALLBETEMPEREDGLASS (1)11-]/8'STAIRSTRINGER�MATERIA 'MIN.2<'DIAMETERCENTEREDON - m FOOFTRUSSES �1'SUBFLOOR I TMEAXISORI}IEVENTSTACK W in �� PEF MFG.SPEC. TO BE SPEGIFIED BV BUILDER) 0•FLOOR TRl1SSE5�19.2'O.C. d f0.PROVIDE AN APPROVED ICE AND WATER ROOFMG STARTER EDGE PER CO�E OR 3-5�8'THICK TREADS w/4'SPAC � 'MIN.VEFiTICAL DISTANCE 36' � p EQUIVAIENT BEiWEENTOPANDBOTTOMOFTREAD 37-1/4'LVLFLVSM 3/6'TREATEDSUBFLOOR � � � I 0'FLOOR TRUSSES�192'O.C. 11.WRAP ALL CANTILEVERS WffH AN APPROVED POLYAND SPRAV FOAM FLOOfi TiiEADS PROVIDE 34'-78'HGT.� ib"FLOOR TRUSSES 19.Y O.C. I� ,.. S Y HANDRAILS 8 GUARDS RAILS' . �I h Z+ L 12.SLOPE FINISHED GRADE AWpV FFOM THE HOUSE ON ALL SI�ES PER CODE � a�o U INSTALL I �NSTALL LABEL READING(flADON REOUCTION � Q Z N'�j 13.1/2"AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM 6 MIN 3'BEARING ON �p T � FIREPLACE i 2 Owner's Suite Ceiling Vault I SYSTEM)ON THE VENT PIPE AT EACH FLOOR L W�aD�p TO MFG. 5 AND IN ACCESSIBLE ATTICS a m 0 CONCRETE � � � 1/4"=1�-O" V tyj N 2-2x8 HEADER SPECS. 5 12' • � Z J� 10.EXTERIOR FAILING TO BE MIN OF 36'HIGM AND BUILT AS TO NOT ALLOW A 4' -� yq•p�VWppp � �� J yNj� SPHERE TO GA55 THROUGH n BACKING-� TPUSSES 3'� � � �n W�p 9ce JOISTS�16'O.C. µO�MFG.SPE�' �I q��CONTROL JOIMS,50U1TION JOIMS � ^Y W� 15.ALL COMPONEN7S T0 BE INSTALLED TO MANF.SPEC OR LOCAL COOE 1/'PLVW O O D�I I P EP C O N S T R U C T I O N J O I N T S A N�A N V O T H E R o �g r w FINISH MATERIAL TO MATCH � JOWTS IN CANCRETE SLA&S SHALL BE 16.ALL WOOD IN DIRECT CONTACT WRH CONCRETE OR MASONRY IS TO BE PRESSURE TREA�MATERIAL - • I SEALED W frH CAULK OR SEAUIM TREATED OR WOOD SPEGES 7HAT HAS A NATURAL RESISTANCE TO DECAv � i'Z. �� 3/4'SUBFLOOR 2)14'WL FLUSH � 17.PROVIDEAWATERRESISTNEGYPBOARDAROUNDALLSHOWERSANDTUB .''�� 16"FLOOHTRUSSES�I9.YO.C. II W �� :'.Y.��:' , C f GRADE MUST BE I� SEAI ALL FLOOF OPENINGS � 18.LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EMERIOR VAPOR -I I � - � � I BARRIER SHALL BE OF THE AIR SEALED TVPE OR BE BO%ED AND SEALED PER CODE ' 6'-10'MINIMUM HEADROOM MINIMUM OF 6' � z I-I I I 8 -I I I-I I I :' (3)11-7/e'STAIR STRINGER BELOW TOP OF 19.PROVIDE ORAFT STOPS PER UBC 708.3 iV w/1-1/8'x 11-1/4'PARTICIE BOARD FOUNDATION WALL � J � IIpl I I ' I I-I I I �' �� TFiEA�S PROVIDE 30'•36'HGT. � � ALL PIPE JOINTS AND FITTINGS m m 20.FIRE BLOCK ALL CHASES AT EACH FLOOF-CEIIING ASSEMBLY OR AT 10'MAX 12' HANDRAILS 6 GUARDS RAILS W�p�AP B.O.FOOTING Q MIN. --_-JJ TO 8E GLUED OR TRANSITbN a z INTERVALS m PERCOOE 42'BELOWGRADE \ �� II -- - COUPLINGS � W 21.ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERV BACKUP PEfl CODE I I I I- 2�x8 q I I I I�I I I . n� I I I I `�.I I I - � o I M NIMUM OF 6BE I I I I I-I I I �;, 2-7xe HEA�ER I I ETW EENJSLABS J Y1.MAINTAINA6'SEPARATIONBETWEENGRADEANDWOD� _ ELOWTOPOF��_ 3/4'PLVWOODi� TYPICALSLABCONSTRUCTION: A N D F O U N D A T I O N WA LL � N �OUNDATIONWALL-I I I BACKINGI I .' e'CONCRETESLABOVER I I I-I I I � J 23.CAULKANDFLASHAROUNDALLEXTERIOROPENINGS I-I I I-I I I-I I I-I I I ,-! �B��TS�16'O.C. POLVNf�PORBARRIEROVER �• I I� I I I I}� � ��-��.�., =�t2OBEO,W,GG DE�N=I I I . �' � 3/4'PLVWO00 SANDBEDGRANULARFILL - - I-I I �1j ��v_� � 24.PLUMBING PENETRATIONS IN WALI MSSEMBLV SHALL BE FIRE CAUIKED WITH . LISTEO MATERIALS - 20%8 �I UMINATEDRPOIV SHALL BE �1 .. m _ 26X12- - - - - - - - - - - - - - } �4. I-I I I-I I I-I I I-_' =I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I f I-= I-I I I- ': II �PPEDI7,�DPaCEDeELOW cn r;l 25.BL�K PATw�AS WRHO�A DECK -I I I-I I I-i I I-I I I-I I I-I i I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I �J, TME SUB�D ON TOP OF 6'MIN,SAND OAS Z �x' 26.SMOKE DETECTORS SHALL BE MIN 16'AWAV FROM WALL AND INSTALLTO MANF. I-I I I-I I I-I I I-I I I-I I I-I I I-�I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- ��` PERMEABLE LAYEF �1 SPEC 27.NOOPENING IN ROOF WRHIN 5'OF PROPERTV LINES (1 CfOSS SECIIOfI 1 __ _ _ _ SEALED SUMP BASKET W ��4�-� �� Bedroom#3 Ceilin Vautt I I � 28.1o%OF THE FLOOR AREA IS RE�UIRED FOR UGHT AN�VENTILATION IN ALL � 9 - -� �I � I-I I I-I I I-I � HABRAB�E FOOMS �1/4�=1�-O� � I I I-I I I-I I I 4'PERFORATED�RAIN W �Z 29.ON EXTERIOR,GRIPPABLE HANDRAILS 34"TO 36'IN HEIGHT FFOM THE NOSE OF •� I- I-I I I-I I I-I BI%Efi ROCKTRENCH m y� THE STAIRS ��' ��_ _��_��-��_��= a w= 30.COMBUSTION AIR DUCTS 12'OFF THE FLOOR OR RETURN RIR PLENUM WHEN � REOUIRED�1MC703) Z N�' 4 Passive Radon Section � Q y� 31.PROVIDE PLUMBING ACCESS ATALL TUBS EXCEPT WHEN TRAPS 8 OVEFFLOW 1/A�_��-0" � � �� GWED 32.PROVIDESOCImOR20cfinCONTINWUSVENTILATIONOROPERABLEWINDOW _ m � N�� (ASHRAE 62-2007 6.1� � 33.DRVER VENT TO THE E%TERIOR-INSULATE LAST 3 FEET MIN 36'CLEARANCE TO pOOF TRUSSES OTHER OPENINGS:(IMC504.a,ao1.52 AND 6oa.1) PER MFG.SPEC. 30.CERAMIC TILE TO BE APPLIES OVER GREEN BOARD.CEMENT BOARD,WONOEH BOARD OF OTHER APPROVED MATERIRL TO A HEIOHT OF]0'ABOVE DRAIN INLET IN SHOWERS.CEMENT BOARD MUST BE USED ON EXTERIOR WALLS VNDERNEATH TILE AND OVER THE VAPOR BARRIER(R30�) = �j 35.TRUSS PLANS STAMPED AND APPROVED BV MANF.SHALL BE ON THE JOB SRE. JAGK Q 0 BEDROOM�Y W.I.G. OWNER�S ^ ALTERATqNS TO iRUSSES REOUIRE AN ENGINEER'S APPROVAL .11LL BATH �. CEILING VAULT ` BATN �y � > (>� 36.RAFfEHS SHpLL BE FRpME�TO MIN 1'THICK RIDGE BOARD NOT LESS THAN THE W .�- y N DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTMER WfTM A GUSSET a � , N W �� PlA7E ATIE THE RIDGE BOARD MUS7 BE SUPPORTED ON EN�WALL OR MIN 2xa i P qCA�e C� ONSTRUC710N�. `w COLLAF TIES ARE REOUIRED AT MIN d'O.C. E' 2%2 GEOAR SPACED B'O.C.ON �` , , �l u '+^ � p� G �a ' 2XBCEDARRAFfEflSSPACEDI4'O.C. ��w _ ,_._ ._�s� 37.4MIL VAGOR BARRIER ON WARM IN WINTER SIDE OF EJ(TERIOR Wr1LLS AN� V (3�2%10 CEDAR BEAM ON � CEILING.FIRE RETARDANT VAPOR BARfiIER MAY BE LEFf UNCOVERED � 6X6 TREATED P0.ST �`�I WRAP POST IN CLEAR CEDAR _,1. 3/4'SUBFLOOR ^-'� � 38.WIND-WASH AT AL EAVES,CORNERS,OVERHANC+S,AND BV WINDOWS.SHEATNING 20'FLOOR TRUSSES C�192'O.C. - I � �� ' " �' ��• � INSULATION DAM CEILING CHANGES . . � �� _ 's � ' � _..._� __- ___ � � 39WEATHER•RESISTIVEBARRIERtieBUILDINGWFiAPTABLER]03.4 _ RNSMLIAIM«M ili II . � 40.HOT WATER PIPING LOCATE�OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED = � �i i � �'� R� i! O TO AT LEAST R-3 _ - M�JDROOM PaKET � � j � "2z F � a1.ATTIC ACCESS�OORS FROM CONDRIONED TO VNCONDfTIONED SPACES SHALL BE - OFFIGE DEGK IS S12' �� J W � m r p O WEATHEFiEPSTRIPPED AND INSULATED. - ` @ m GARACaE � HIGHER THAN Q �.. � �-, a < a � n . PATIO .,,.. .. a2.NEWWOOPBUFNINGFIREPLACESWILLHAVETIGHT-FII'TINGFLUEDAMPERSAND - -- � ' �' --IEVELw/FIRSTFLOOR �� .. �-- �,,�:' -�-�-� ------- - � 6 N a �=p TYPICAL SPANCRETE PLAIJK OUTDOOR COMBUSTION AIR. - CONSTRUCTION: 3 '�a+ 43.FOR WINW WS WNERE THE LOWEST PART OF THE WINDOW OPENMG IS MORE 4'POURED CONCRETE SLAB fILL IN w/CMU BLOCK � I(�� w�wa THAN 6'ABOVE THE GROUN�,THE LOWEST PART OF OPENING SHALL BE MW.OF 36° RUBBER MEMBRANE AS NEE�ED �D - ABOVE THE FINI4HED FLOOR.EXCEPTIONS INCLUDE WINDOWS THAT W NOT OPEN � 2'RIGID INSULPTION �p SSES MORE THAN 4',WINWWS Wf�H FALL PROTECTION,AND WINDOWS THAT HAVE OPENING 8'CONCRETE PLANK � � 2'RIGID INSULATION • CONTROLDEVICES. `� , �t,�.. '�� « " ei,;� Ru3/4'SU9FLOOR r . C '.�. . � .., .. ..� : . . . ...., � � ' �.`�>: �n • . ..- _ .. � ... . .. . : .� 16'FLOOR TRUSSES 192'O.C. . .'.- - .•. . .... .. . � 4/.AUTOMATIC FIRE SPRINKLER SVSTEM SHALL BE INSTALLE�IN ONE-AND TW0. - - - . ., � „ , ._ . MECH.CHASE -�•�'�,�•'� � FAMILY DWELLINGS THAT ARE EQUAL TO.OR GREATER THAN 4,500 SO.Ff.OF FLOOR -I I I-I I I-I I I ..: � � • • • ��•� � IN FLOOR TFUSS = •- _ _ "� _ � ��"rty'�M� •�" AR�� • USE 2X16 GREEN TREATED � I-I I I-I I I-I `, MECNAWG,� �. I I I-W�o FOR i�R�-I I I-I I I _.. I5.DWELLINGS WRH ATfACHED GARAGES Ofl Fl1EL FIRED E�UIPMENT MUST BE _I I I-I I I-I I I STORAGE _:I=I BETWEEN SlAO 6 MOUSEI-I I I-I I '• I� � EOUIPPED WITH CARBON MONOXI�E ALARMS OUTSIDE OF,BUT NO FURTHER THAN 10' `•� - � -- � y FROM,EACHSLEEPWaFREAORBEDROOM. �' G�F �Z - I I-I I I-I • e� � � I��I��I ta• m SIMULA?OR� :� � � e ��III�I��I�� - III� 8 ��al � . . . . _ __ � Ib.FOOTINGS SHALL HAVE A MIN.COMPHESSNE STRENGTH OF 5,00o psi. - � + ' m � I I I MU&T e � y a7.A MIN.1/7 GWSUM BOARD MEMBRANE,OR 5�8'WOOD STRUCTUFAL PANEL ROOM I I IMWIMUM OF 6'I -I � . an an . �(j y I-I II III - f B E L O WTOPOF � 6 u � � �r� N MEMBRANE,SNALL BE PROV IDED ON TNE UN�ERS ID E O F F L O O F A S S E M BL I E S. C ; I-I I I-I I I-I I I-��ATpN WALL I ': I I I �M�� n� � � � W ` E%GEPTIONSA,DWELLINGSEQUIPPEDWRHSPRINKLERSYSTEM.B.CRAWLSPACES -I I I-I I I-I I I �� 4'CONCRETESLABOVER p� `�`��s��'�y'�`�9 �-��-��-� ' : ��_��_��_I I-I I 1-1 I I .. I_I �,............... ,�.,w...., o c7 c o C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLV SMALL ARE0.D.FLOOR POLV/VAPOR BARHIER OVER I Y� ASSEMBLIES CONSTRUCTED OF SOLID SAWN IUMBER OR STRVCTURAL COMPOSfiE SAND BED GRANULAR FILL �B O FOOTING�MIN�± LUMBER WRH MIN.NOMINAL DIMENSIONS OF 2'xlo'. -I I I-I I I-I I I .. ' ' ' -I I I-I I(-I I'�z BELOW GRADE ' I-I I I-I I I- � � -I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- 20'�PI-I I I-I I I-I I I-I I I-I I �°'�-I W�D�DOIRECTSUPERbft 98.DECKS$UPPORTED BV ATTACHMENT TO AN E%1ERIOR WALL SHALL BE POSITNELY ^ 5 30 - ANCHORED TO TME PRI�RV STR�TURE AND DESIGNED FOR BOTH VERTICALAND =I I I-I I I-I PI 2°x'2 I I I-I I I-I I I-I I I-I I I-I I I-I i i-I I I-I I i Z°X'2 PI-I I I-I I I-I I I-I I I-I I I-I I I-I I I-i I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I LATERALLOADS. 69.F�MING WITH A MIN.31,�'VERTICALAnACHMENT FaNGE IS REOUIRED AT THE I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I i I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I � INTERSECTroN OF THE FOUNOATwN AND RIM JO�T FRAMING WHEN THE E�ERwA -I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I i I-t I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- WALL COVERINO�ES�T�P THE FOUNDATbN INSUaTION.THE FaSHINO MUST I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I i I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-i I I-I I I-I I I-I I I-I I I-I I I-I I I-i I I-I I I-I I I-I I I-I I EXTEN�A MIN.OF 1'BELOW THE FOUNDFTION PLATE LINE,AND THE REOUIRED WATER- RES�sTrvE BAaRIER MUST uv OVER THE ATTACHMENT Fu�NGE. I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- 50.BUILDING FRAMING CAVRIES SHALL NOT BE USED AS DUCTS OR PLENUMS �Cf055 S8C110f1 P O� 1/4"=1''0' m.w.w �....>�..w..��..no.�a..en..�..m.n..wo�mo.�o��mmm...>m�.e.a..a». �,a�.v.neaaM.�.w..,..�...namoam,.,�..d>.w,dwW..,.>u.wa..�o.�.�,�ra�..m,uc�..�a.awm.m..Y.nw,�ww.a..a.�w«.,w�.e weo� ' n.�a.an.�w....�a�..a,.roo...v. wA.m.�.,"�,"m�m..`;°'e."so:M�,:n�e"�".�:w:°ew"�:.:"��mo::"ane.��°"o��...q'�*`"..�:w'v"rw+w".�".ro"�".�m�..:o.:e�.°i°�s�am.�:nu�`N��.,"PY.u�'�.�we��swrve.w.a.w,�ro..r�.a�..��.�w«. �a.a'�w�.++me.�ww.�.�w,w�r.w..,,.a..mFn.e.mam�sav.«.�e..�m.....trawmw�aaro��mnm��`w�..`«.•�a.r.+wro.«�a.m.�.m.�m�„u,��u..wmm.�r.�a,.+wwn,m�wa>.wa...,..�o.,acww�omo�.m�s.00��w.v...n�wm.ma�w�avo'o�o.w��wero�.,r � — ---. NOTE: W IN�OWS ARE CALLED OUT BV WINOOW FfiAME SQE IN INCMES.SITE NFA4UflE WNIDOW ROUC�1 OPENNGS BEFORE PLAqNG WINDOW ORDER. y W INDOW MANUFACTURER TO SPEqFV CLOSEST MATCHING SIZES 8 VERIFY �� EGRESS COMPLIANCE AND PROVIDE WINOOW SCHEDVIE WRH ROUGH OPENINGS.WINDOW&DOOR MEADERS 1 6 2 5 TO BE 212x10 UNLESS NOTED(PER MFG. 07 04 04 �� /�/r, GEI LINCs � � � SPECS.) PATIO FN�.WAIL � � e 7pP CHORD 10'-0'x 8'POURED CONCRETE WALL BEAflING TRUSS �''�� REBARPERCCODEETEFOOTINa EAVE GONStRUGtION' _ C arrENrwN: METAL ROOF INSTALLED PER MFG.8 � • BEAMSQESBALLSTRUCTURAI � .s• ir-a• z•s• e� o• 2'-0• INSTALLERSPECS. - ��'s��" CONSIDEMTpN55PEqFlEDdJTN15 " - SET OF PLANS MUST BE REVIEWED BV (SEE R AR EL ATpN 1/2"OSB SHEATHING w/STEEL CLIPS �� THE FLOOfi SVSTEM DESIGNER OF BV A T'� � H STRUCTURAL ENGINEER AND conicaere cowMN: TRUSSES @ 24"O.C.(PER MFG.SPEC.) , CONFIHMEDTOBESTRUCTURALLV 12'x24'CONCRETE ER � � BAFFLESw/i"AIRSPACE ��;,�..' - ,., o SOUND.BASED ON 7HAT flEVIEW IF wnnaPeo w sroNe - - - � . I ° METAL FASICA tx8 w/19-1/2' - _ '? THERE ARE ANY CHANGES OR A�DED ON 24'x 36'x 12' ' CONCRETE STAIR . p �9 BEAMSRES,LOGATpN,ETC.THESE CONCRETEFOOTING ' w/STONECAPS I , � ALUMINIMVENTEDSOFFIT _ � CHANGESMUSTBEBROUGH7TOTHE REBARPERCODE 7-E � � R-50SPRAYFOAMWSULATION W � '� GENERALCANTRACTORSATTENTION� 7�-0' 9'-0' � POLVVAPORBARRIER ��• � N p - � L _ � ' I 5/8"GVP.BD.CEILING ��;+z'-'�- � "' �:l r — — � . _� �m , i F °z>2"o�� , . , � - m ; 8� , UPPER LE�/EL � �Z�> .��- a� �� `� : 1 I s-e' �°'-io' I /��IQ QI'/''t�I � w�°°� 8'-9' 8'-9' ed T-3"ou m T-3' ' � .� � , �/V1,�7�1`M�/IIVI.' •..1� v ZWa� �q I � I io•-s• � : I F 3/4"T8G PLYWOOD SUBFLOOR � i � ,�,� az•x�z•xiz• az•zaz•=iz� ' y � I � I ; � GLUED&SCHEWED i � ' � ��'� 0 CONCRETE PAD CONCRETE PAD O s 36°z UNEX. I ' 20"FLOOF TRUSSES @ 192'O.C. i � ": Callout of Cross Section 2 � �Y W� _ � � - _ _ _ _�qq ��y�- _ J � L ; I (FLOOR SYSTEM DESIGNEH TO 3 � 8 3 7�=7tp• � �g�W xoaza Fxwza�csMrazaz 0 � s�i iaie��v�ser r iNro�ooR rRusse - - - - - VERIFY SIZE&SPACING BASED ON e ; I . .. . � T ' SPANS) � � .. . . .. �.. -. �. 1'AIRSPACE 5/8"GYP.BRD.ON CEILING � � W INTERIOHTHEpMALWALL �'�K-0UTWALL' u • � z�asruos�iaoc. SPRAYINSULATERIMS(R-21) Z � 9t6 STU0.S @ 16'O.C. J 9c0 TA�.PLATE � TVPICAL SPANCRETE PLANK � 1'RIGID INSULATION(R-� x I R-10 CONSTRUCTION: � w a'i'x e'POUHED CONCREfE y (MIN.)SPRAV AM � y� S 2x4 STUDS(�16'O.G m FOUN�ATION ON .e " I INSULATpN I 1 1 A� 4'POURED CANCRETE SLAB J ] 9c6 TRD.PLATE p0'M e'GONCRETE FOOTING 49'DBL.p in�cm eo. W t"� RUBBER MEMBRANE m R-10(MIN.)SPRAV FOAM O ; � 2'RIOI�INSULATION Q z I •• I � ' INSULATION REBAR PEX COOE ¢ 8'CONCRETE PUNK � irz•cvPeo. BEDROOM x4 :� I GONS7RUGtION I ; I S� FAMILY CARPET . 1 2'RIGIU INSUUTpN Z u I I �T-9�a• a•-ei2� io•-r -svz• a•-ove• SIDINGAND/ORSTUCCOPEF F � ELEVATION RUBBER MEMBMNE y CONCNETE TO WOOD CAR7Ef �Sd� � I HOUSE WRAP(WRAP WINDOWS , Fw�.nNcrnaNsirror+ O y I ;' I � � - MEGNANIGAL � I PER MFG.SPEC.) p)1C'WL FLUSN J � � 970RAGE y I 1/2'OSB SHEATHING � � "��---�. I ' I � MECH.CMASE i CONCRETE � . I 2X6 STUDS @76"O.C. m (T�� IN FLOOR TRUSS LL y DBL TOP PIATE + I ��1 � �9'-0'x8'POHEDCONC. 0'M30'x8' 34 Q y � - � R-21SPRAYFOAMWALL ':.� Z v1.3! � , OUN�ATIO ON—��NC.PAD c�� 28'DOOR BATH'�g� + �� 20'x e'CON RETE FOOTIN T�� e� Q ` I INSULATION e /� W7�19 V � t �REBAR PER e " � � m� Q � � ; � 4 MIL POLY VAPOR BARRIER ��ay��p I ! 2114'�VLFWS �� S I �'V�m 1E W.H. p0 � �/'L"GYP.BRD. w I " . .._.. . . . w Zks � � 'i¢ sn=za� so�cso. �e• C °q � � 2X6 SOLE PLATE GLUED TO BOXSOFFIT � : r - - 'c�S - SNACK- OPNG. LIN. Q ;o& �. I SUBFLOOR TO HIDE BEAM � � �, � 3o'DOO �:�i �:b/1R;., --- _ : � ALLDETAILSTOCONFORMW/ � � `� �s-ovs•: �is• I ��va� r-s e•.r so.,-� NALL �o•.ea�a• io•-ssia• . � ENERGYCODE - p � J m� � 54"z 54'x 12' '' CARPET ` I ee m N ui I • � I _ _ _ _ _ _ 42'z42'z12' = CONC.PAD CONCRETE PAD �'��R SEALED 3 m Q N O o � ' � � � �' �-0-�, a� � ' o MAIN LEYEL o g , . ? � , r S„<�x �)1}4'�LVL}F�LqUSH ' /''/�u�� 1 I/� �I m � � ¢ a N� g I ZI &1/6' SL^I I y�°�i F f`1'• - " a L/V I��NLI�I V 1.' 'm P g W (n ��v I � 1 W10x19DROPPED � • �' � 3/4"T&GPLYWOODSUBFLOOR S � � : � ' 9s•eer+cN sEnr _ a•-a vz � I GLUED&SCREWED � m � �� n � '— -HSS 4 x 4 x 1/0' MEDIA RM.FND.WALL: �, � 16'FLOOR TRUSSES @ 192"O.C. � ' � Q v, I M J' w�w 17'-0'x 12'POURE�CONCRETE (FLOOFi SYSTEM DESIGNER TO � � p N I � r I� FOUNDATION ON � I I : , � WET BAR I o 24'x 12'CONCREfE FOOTIN6 VEFiIFY SIZE&SPACING BASED ON ti w F� n N i TIIE q2'HIGH REBAP PEfl CODE ` � SPANS) FLASHING UNDER SILLS 8 STOOPS a � �`� I � OROPO EDIS'-0' HALF WALL � I TREATED 2X6 SILL PLATE w/SEALER � I� �i v✓SNACKBAP �.' � C ¢ � '� � 1/2"ANCHOfl BOLTS @ 6'O.C.81' .-,� � � - _ 4'Cor�CRETE Sue OVEa � o, � . . -.,, � M�'`�' FROM CORNERS � -�• SnrvD BED Gan UpuR�LL R W � i � m � '�� i RpR�� :_� I 5/8'GYP.BRD.ON CEILING -I I I= .. ... ..:. : .. _ . 1'AIRSPACE •' •1'SLAB LEDGE . a FLOOR IS V ; I SPRAY INSULATE RIMS(R-21) I—I I I - W � 'yy ��I URNED SIDEWAVS I I ' 0 x � DROPPED 7'-0' �j� �`� � � ¢ 'a 2z4TRD.P�RN�;� : iUNEXGAVAtEDI �•, s�-ii�<• � 19'-21/e. .� '. � II�II I II I� —�I II I II I II I II I II I II I II I II I II� — oi T n7 SIDEWAYS , � � � N FOUNDAtION WALL -1 I I—I I I—I I I-1 I I—I I I-1 t I—I I I—I I I- q-10(MIN.)SPRAY FOAM I { L � ,: BE $ � I Q i 12'GW'BD. — �-T '°— — � 'i RE og ;; i�� BASEMENt SLAB 4 S/2 C;et�eBeamSection ^g INTERIORTHERMALWALL: 6'GARAGE : �� GONStRUGTION' � � PQRCH FND WALL � �' �� 1'AKiSPACE SLAB LEDGE WATER PROOFING/INSULATION SYSTEM ' �i o 0 %'xe'POUREDCONC. I �' 9�45TUDS�16'O.C. ? I z FOUNDATION ON a : GE�R �a TRD.PLATE (R-15)OR SIMILIAR MATEFL4L APPLIED TO WOOD GAP = � g g F g 20'x e'CONCHETE FOOTING Ti�E ' a-io cMiN.l svanv wnM �•12� EXTERIOR,PROVIDE FLASHING TO COVER - � 3 FEBAR PEF CODE INSULATpN I1'-1 3/4' SHELVES �rz�cvp eo. �s�-z vs� EXPOSED INSULATION e �: � i � � W Q - � POURED CONC.WALI PER PLAN � REINFORCE WALLS PER CODE AND m � m `m� � ¢ N ¢ N ;� I:.,r..' ��i"": = �`e`• �. ENGINEER'S SPEGFICATIONS I�I I I I I I I I I '. � I.��;"; — —— — — — —i — — — 20'X 8'CONTINUOUS CONG FOOTING — I—I " ` LAP SIDING f L UNLESS OTHERWISE NOTED —I I I . I I I '�� BUILDING PAPER — ME�IA HM.FN�.WALL � MEDIA RM.FND.WALL: 4°CONC.SIAB 11'-0'x 14'POUPED CONCRETE� _ 11'-0'x 14'POURED CONCRETE VAPORMIOISIURE BARRIER PER IRC I I I—�I—I �� 1/2'SHEATHING FOUNDATpN ON FOUNDATION ON 2{'z 12'CONCRETE FOOTING 20'z 12'CONCRETE FOOTING SECTION 506 EXTENDING UP THE WALL REBAR PER CODE REBAR PER CODE —I I I I I I AND SEALED TO FOUNDATION WALL I I I—I I I—I �� METAI FLASHING 60TTOM CHOR ir-o� •o� a•-s• z•o� is•-s• z' o• 4"SAND/AGGREGATEFILL —�II III BEARINGTRUSS INTERIOR&EXTERIOR 4"DIA. .,�� 2X2 BLOCKING ir-e• so�-a• PERFORA7ED DRAIN TILE PIPED TO SUMP I I I—I — �'- '- ' '��` ' �� 5/4"x 8'TRIM BASKET —I I I ''.20�..`� — — — - .- 2X6 SILL PLATE az-o• I I I—I I I—= =I I I—I I I—I I I—I I I—I Z�BLo�KING—� > � m INTERIOR THERnno,L WALL: —I I I—I I I—I I I—I I I—I I I=I I I—I I I—I I I- � a � ..-: 1"AIRSPACE — — —— — —— - 2x4 STUDS�76'O.C. I I I=I I I I I I=i I I I I I-I I I-I I I-I I I I NS�TION� ._;� :;, „2•qNCHOR BOLT o � o � NOTE: FOOTING LEGEND� 2x4 TRD.PLATE SEE ENGINEER SPECS FOR CONCRETE WALLS FOOTING SIZES VARV PER FNO.WALL TMICKNESS R-15 SPRAY FOAM INSULATION OVER 10'4'HIGH e' FND.WALL:20'z e'FfG. io•Frro.wqu:zo•.s•Fr�. t/2'GYP BD. DIMENSIONS AFE TO FACE OF FMMING 8 ir Frap.wau:za•.iz•Frc. 3"SPRAY FOAM INSULATION FACE OF CONCRETE 14'FND.WALL:24"x 12'FT4. FLOOH TRUSSES ARE CALLED OUT AT 192'O,C. 2 T N'.2I WBII SBCIlOf7 FLOOR SVSTEM DESIGNER VERIFV SPACING AND �M�_��'�� , A�JUST AS ALLOWED BV SPANS CEILING HEIGHT�e'-1 a'UNLESS NOTED 5 Insulation Detail SET WINDOW HDRS @ 96'FROM CONCRETE FLOOR 1"=1'-O" .��,��,��.�,m,Mu.�o��.M�.A�,a�.�..�a.�.,.�..�....�.�d�.�.��.m.��.��.�a��,m �.a.�a�.w.��4�,..�..�,�,�...a.,��..d�.,�.� ,� ,. __.�.�,�...,...Y�...,��.�.�m,.,a�,�.,.��.,re....�.�..�_�,.�.�,.�.�.b�..�.o.�.,��..a�.�..�a..�,.�.��.�„��.�..o��,�.�. 04 �� mPo�.�..�.a.�.�.�..� ��..�,.�....m,,..�..Y�,..�.��.�.�ee�m.,�„o�.��,�.�..�a�,.�,.�rom..�W,.,�,��.��..�:.:,..�.....��,��..�m.�,.�a��..ma�p..�,�..m �,.:;��.:.��..��.��,��ao��..��,��.�..��..�.d...�d.��..,�..�.�.��.,��.�,,�,..,.��.�.��.o��A,n��.��,�.�.� ��.�,m. iro -��=�or, n Ir n M�nume�t F � � � 1� °n tiio °und � � �l �Udi��q� �Qment F�und � �53ok � � � / 1'' C• ��ATIp . nd M�nument ��•L.M.� F Z � � �� /469� 932� � �� - oUnd 935. � \ \ � �� ' � � \ \ 'll V ` \ ` HW = I \ � ��,8�2 SF I rn G RON?EN�y_ � � \ \ \ l� ARAGE F�OpR 936� / � � � I �936.7 DECK 1 1` :�:�.'-�. � i ; HENN• C0. 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