The URL can be used to link to this page

Home My WebLink About2017-01543 - new structure + , CITY OF ORONO * 2 pJ 1 7 — 0 1 5 4 3 * 2750 KELLEY PARKWAY DATE ISSUED: 12/13/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 1720 SHADYWOOD RD PIN : 17-117-23-21-0019 LEGAL DESC : SHADY-WOOD : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 920,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANIC FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM NOTE: SEPARATE INSPECTION REQUIRED FOR WATER GATE VALVE ALTERATION. SCHEDULE WITH SCOTT IN PUBLIC WORKS 952-215-8154. INITIAL: �� APPLICANT PERMIT FEE SCHEDULE 5,834.92 STATE SURCHARGE(VALUATION) 460.00 L.CRAMER CO. TOTAL 6,294.92 5500 LINCOLN DRIVE#180 EDINA,MN 55436- Payment(s) (952)935-8482 CHECK 029543 6,294.92 Minnesota State License#:BUIL-0002064 OWNER HANSBERGER,TRAVIS 651 LEXIE CT EAGAN,MN 55123- AGREEMENT AND SWOR1�1 STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described acid does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whett►er or not specified herein.This pertnit will expire and become null and void if construction suthorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of I80 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be r oked at e for due cause. ' ?j I / � � � �/ App' e ' ign ture Dat Iss e B gnature Date Builder Acknowledgement Form Permit #2017-01543 / 1720 Shadywood Road Builder Representative Name: �� / V��h�� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,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 prior 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 project and must � remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning /'^ and repair of roadways for any adverse impacts. �oU Applicant will alter gate valve at time of driveway installation. Separate inspection required for � water gate valve alteration.Schedule inspection with Scott in Public Works. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations � must be submitted and approved. 6�l In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of C�/L 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 sunrey 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\1720\builder acknowledgement form 2017-01543.docx . � � � � � CITY OF ORONO � BUILDING PERMIT APPLICATION � � -�J�, 9�- FOR NEW STRUCTURES OR ADDITIONS .__ .. Mailing Address: Permit number: p?Q� -QLS � �`'��`, PO Box 66 Crystal Bay, MN 55323-0066 Date received: / - a2!-/ ', � Received by: ��s �� Street Address:' ;� ' �,� � 2750 Kelley Parkway Plan review fee: �7 9a�• �d ` �.�;��i1ii{`��`;' Orono, MN55356 �O/7—D/5��. _ Main: 952-249-4600 Total Fee: Fax: 952-249-4616 �,•:�tiv.ci.o=o��c�r:.��.i;s This application form must be completed in full and all required information must be submitted. �1�� Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �]�j sj�,�jyi✓�;�� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes, a special event permit is required with Police Department and City Council approva/60 days prior to the event. Shuttle bus service will be required un/ess applicant demonstrates sufficient on-site parking is availab/e. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFOF�MATION: Name: �. C $d � � 5 �to0' State License# n2D�li Expiration Date: 3 3 0 Phone: (cell) �,�2_C��,�� (office) 95 2 - 935- �'�i�Z Mailing Address: o niC ✓ � '� 6 Cit : �/ ZIP: S ,6 Contact Person: �� 'j'v,��qy�,G�'„/ Applicant is: ontracto / Homeowner (Circle One) Email and/or Fax: C��(rI,�;C,Qqy�EQ, �y� PROPERTY OWNER INFORMATION: Name: 7i2AVIS f�i�'�/S�c�6fR- Phone (day): !(�Z�.��- �93y Address: (�'�.��E Gj_ City: ��¢n/ ZIP: ,s$�/2.3 Email and/or Fax I��,,,SB��!�Q � q�o, �� ARCHITECT/ENGINEER INFORMATION: Name: �(.�.4�/D�iae- ��b.✓ (o/Gt�� Phone(day): 9S'Z-�/7� - g 7�7 Address: l�p� '' `�� City: ��"�Q'l�,¢ ZIP: SS�9_� Email and/or Fax: ��q,ypnQ�`,rLpJ� Covr� PROJECT INFORMATION: Description of pro ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply � New Construction �Single Family with ❑Accessory Bidg./Garage ❑Addition attached garage ❑ Deck 0 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 also require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ 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 i:.. :�=��6at?at;re�:k.crr Estimated Construction Valuation (excluding land) $ 92�� QC� REC�lVED NOV 21 2011 Last Updated: January 2016 ` c�N oF oRONo � � � � STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= �� Number of bedrooms=_� 2. Occupancy: � ��"( C `[ b.Width(ft.)= � Number of garage stalls: _ 3. Occupant Load: Areas in square feet Attached = � c. Basement��(�1,�� r S�G Detached= 4. Type of Construction: � --� —�---- � d. 1St Story = �i�072. /� e. 2"d Story= �� 5. Code Edition: �l� �/)�� f. '/z Story = g. Total Area= 3. 93O REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable � ❑ Buildin Permit Escrow A reement and Fees �C1 ❑ 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 '/2 x 11 set � ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements 6� ❑ Surve -2 full size,to scale(meeting ALL surve requirements) 6� ❑ Hardcover Calculations ❑ � Se tic S stem Certification L@ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans 8 ❑ Stormwater Pollution Prevention Plan SWPPP �3' ❑ Access Permit �- � Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Buifding Department; • Agrees to pay the City of Orono for engineering consultant review costs 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 $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: / Date: �! /ZD/ZO/7 � Owner's Signature: I�� _ Date: �� /Zv��u�� Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �1 l�tJ �h��w�b� � Permit No.:7J✓�� ' �''�J�� Description of work: N� �� Date Rec'd: ��7�� Septic review by: ��('�1��,4� �— � l� .�v��R�� a� D� a proved:�� Zoning review by: �� Date Approved: I�'� �� Building review by: � Date Approved: 1Z � Grading review by: �G�`� �' � �d F�' ti1 Date Approved: � l� 2-�� / Zoning District: ��1� Zoning File#: � ��0 Resolution? � Reso#:� Reso Date: � ��' Signed: No Resolution/NA Zoning: Lot Area: •Z.� SF/� Width: 1� Structural Coverage:25��SF ��_% Survey Submitted: �Yes � No Date of Survey: � I GI�I�Revised date(?): �_ Landscape plan submitted? 0 Yes Landscaper: ITS J V��ti"J�l �/1't ��1UjV�-� 0 No/None proposed Pro osed Setbacks: Front(Lake) Rear(Street) ( bl S E W ) ( N • E W ) Other ildings We and Side �ide �' 2y• -1 • 'l • � � Buildin Hei ht Ana is: Distance Between First Floor and defined Top of Roof"` (See"building heighY' definition : �a� � � First Floor Elevation from buildin lans : (b) q 7• Highest Existing ground level (per survey) or 10' above lowest ground level, �C� l��.tb whichever is lower: Difference between b and c ": (d) '2 :"�[�j DEFINED HEIGHT "If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) �G`�,'�r+ "If hi hest existin ad'acent rade is below FFE-Hei ht is a + d Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? �Yes 0 No Permit Number: - Yes � No � N/A � Yes o 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s � es � No � Yes No ( 1) 2 3 4 5 �- • � � ?�- �.�� Type�S�: Type�S�: v � � �� Updated: Jun�017 `,�' 1�� z:\forms�plan review checklist 06-2017.docx V `� ` Fees to be Char ed . YES NO r, Permit Plan Review State Surcharge (/` Investigation Fee SAC—(dumber of SAC Units Q (/� Other(specify) � S uare Foota e $ er S uare Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ � � � � Estimated Construction Value: , . Orono Inspections Required Work Requiring Separate Permits ,� Footing 0 Site � Plumbing 0 Grading/Filling � Poured Wall Silt Fence/Erosion Control �6[ Mechanical � Fire �Foundation Survey � Hardcover Removal �,Fireplace �Water Connection � Framing 0 Other(specify) � Masonry �Sewer Connection �Waterproofing/Drain tile �'Mfg. � Lawn Irrigation 0 Foundation Waterproofing � Other(specify) � Landscaping �Framing - 0 Septic .Insulation �,As-Built Survey �Final � Lathe Required State Permits 0 Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: • �See Builder Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. " � � �� iG� r � �� ts�( � a+�..v- �f�: �'�I�z� (��,��G�. �.t��1 l.� � 5��-}� ((�l �V�. c ' P Updated: June 2017 � z:\forms�plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Tuesday, November 28, 2017 2:13 PM To: Laura Oakden Cc: Christine Mattson; Roger Peitso Subject: RE: 2017-01543 1720 Shadywood Rd New Home Laura, I've reviewed the grading plan and offer the following comments: 1. I Concur with your comment about the County ROW permit being needed 2. The proposed driveway and construction entrance need to be moved off of the water gate valve or the gate valve will have to be redone to make it surmountable. Excerpt from water as built below. 3. Separate utility permits will be required for the sewer and water disconnection and connections. 4. The grade around the building area appears to be being raised around 2 feet. Special care will need to be exercised in creating the drainage pattern on the sides of the property to ensure that run off is not directed onto the neighboring properties. 5. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam � ��,,�- W C �,�C..� � � ��5�' 1��-e� -��e-- va��`Q-' �t -�-i �. o�-- � ��w�-w � n-s-t�- . C� . . � �, � �--�.� �2�4� �- � w ��s �, � �� - tt 1k�� ! �7 , "'r r.. �.. ��;�� p� ,� .. __ _ +�'1�� 4' L0�`�' ti'6 ; ' f44. � 1�1�fl �Q MO � ,y� • 7�� ii Q� "y � �' t � , ;.� � o �� a � '� �� 1 1� '�� 'r'a C)) �,�i. � � t� � �` • ,�' • i �, � , i � , ,� t �a �' � . , ,�. i 5 . . R�, . ,,. , r . • � �. '. ' ��` ti , '� ��' �� , ' ' �� „ � � �� "t�' �� 6 � �o a � ► F �� 1� � t �� w�i�� I .��E� � "i" �' '-' Fa-- --�,.�w. .� :.� �� { �...x..��. •• � � � f� F �` � a T� � .�� r �r�,,.,_,.,-.�.� �' t •�-•�.,. � _..�..,.�..— –. �.. _.�...._..._. g�� - �•� .. �.r,,, " � _..� ��–ti ,r '�" T � Ti T d T � ' � �' G �� • � � � � �'" - From: Laura Oakden Sent: Monday, November 27,2017 2:44 PM To: Roger Peitso<rpeitso@ci.orono.mn.us>;Adam Edwards<aedwards@ci.orono.mn.us> Cc:Christine Mattson<CMattson@ci.orono.mn.us> Subject:2017-01543 1720 shadywood Rd New Home Hi Roger and Adam, I have passed along the plans for a new home that is proposed at 1720 Shadywood Rd. I will be sending them an incomplete letter asking for the following: - The survey shows cellar doors but the building plans do not. Please update - Please note in the proposed survey where the existing 935.2 elevation is location and where it is touching the proposed footprint of the house - Please submit a permit from the MCWD - Submit a ROW permit from Hennepin County for moving the driveway - Please include the TW and BW for the retaining wall on the south side of the property. 2 November 27, 2017 L. Cramer Builders and Remodelers 5500 Lincoln Drive Suite #180 Edina MN 55436 Re: 1720 Shady Wood Road/Building Permit Application #2017-01543 On November 11, 2017 the City received a building permit application for a new home. 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. We have received a survey dated 10.19.2017 and we have following comments: a. Top of Foundation. The top of foundation elevation is NOT shown on the survey. Please have the surveyor call out the top of foundation elevation as well as show the point or spot where the top of foundation elevation is in reference to. Please note, we expect the location to be consistent when submitting the foundation as-built. - Highlighted on plan, denoted under notes. b. The survey notes a cellar door and the building plans do not indicate a cellar door. Please update your plans to match - Removed. c. Your survey calls out the highest existing elevation as 935.2. Please indicate on the proposed survey where this existing elevation is locating on the property and where it touches the foundation or footprint of the proposed house. - Found a higher elevation, shown on ptan now. d. Please include the Top of Wall and Bottom of Wall elevations on the retaining walL - Shown. e. Please provide 2 updated copies of the survey which meet all city standards. f. The city Engineer has not finished their review and more comments may be forth coming. 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. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan shoutd also be reflected on the survey. If your survey that was submitted includes all of the proposed landscaping please let us know if that is what you wish to use as your landscaping plan. - Is there anythin� else 1 need to show? 3. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. 4. Hennepin County Right of Way Permit: A permit from Hennepin County because of the new tocation of the driveway. Please feel free to contact me at 952.249.4602 or by email at (oakden@ci.orono.mn.us if you have any questions on the above requirements. RECEIVED Sincerely, CITY OF ORONO �� L 9 �017 Laura Oakden Ptanner CITY OF ORON6 CC via Email: GregC�lcramber.com; thansbergerC�yahoo.com; jeffC�alexanderdesign�roup.com; pembertonC�sathre.com; rpeitsoC�ci.orono.mn.us �� I ' I �ec. I I � � sa<� � � � � s ��x i �� { �� '' �� , I � I � I ,�,�� _ _ _ �`� �� I _ _ aa p v-----� � �' a� ---�,� --- -�`� — �, �� e- �---- �� e- +--- � w t , � �`" � � ; �- T � I� � �.�--" � � _ ---" �o S� 4r '� �fiyti�) �..� -- I Tl�),F1�1 " �� {'�..-�. �-��y�� 7� , (bl'Oh Q��g�ci-1`s _,,,:-.; n . �p �6�� F§� � €�� 4 .'��' �p�4 yq��s �--�";�t""..-e�f,�_ .,� ��j - �y c�s� �s �z� zL a:sx ._---"` � 3 g c � �Z.�...--� �....,M,` .k . �,� bL f� �.,,, �e Y � �w,�s.dP`�� i�3 � _ �h r{ _ . . �� _..:� 4 -�� S� � �x ��'�t �� l -7� t � �� n( �`�"` �°�� R� , �k ^��..V��P� �� e .°-;`a c�!� �� k�� —� ra� � z �i. 9~ : I h '��. �' e d �y s �� Ds§�� ..-- 1`S,">,�� i�� x � �, .�� ° - c� .1�A�C�Es e 7a �5�� u�� j� Gd �J ��'YV'b s\�� -.�Y$¢ � lJ �a � � � �� y�p�-�' . �.�y� �,� �t�� „-�.tj- ; r;. $I g gN� � '^ I `�r� > �f r l��' �_� g I�[�� \ �t :� Y� Y Z 1 � \ .; C ' j ��r \ �' �{ � -' \ (` - . , +� -• M * ,_ �¢ � M �$ 1 , � Ley fJ Y ��wmc �� E� �J S �"�� % . �n A �- .i '`'�' � \¢ �b �� y fr�. r 1 �6 Y. Ip -�� _�$ !u�i = s' '� '� � T,�'�°- C .`� � �I 'e.\ \ �' \� �6� '-y^z y�e . p. k $o v \ y � /4� '�� r , ��..t n s� �� , o " a : ,� :� ' xg o �; �? '� � �;.: > � N r\ z � I�`.,� �� '�. \� \ o s: � �� ¢+� I\� � �\ c -�� .�� 3 _ K, m. ._ 'C$�' �� C s �..�� . £3 , �' �`��' ux' rn - ) g .. � ��-..g � o'�� -_.��6 � g !�� z °� .�� 1u\ �.g 1 � da y��,�_ a �_��r X� - � '' \ . .,. � J; � >.j�� g �m !'7y� !.� '_ j `�$.� 1 �� $ ��H.e ., �� wa� � - ` �x ^�;�g - r ,�e 1� Cs : , a —°�.l'`�� /I f� �` 'm c: "","�lF . I g� :, � : � E . .� u,.: . � �� ,:- . :� w � . . ° .. i' .cr a , i; e � .� ' - s �,�� i � � � ' �. j ` F� ; ��-�` �* r � : � � @� �: „ � -, , . . • r : � � ,. gs `. I ��F � � t'� s, � I Cs's � _ � �=v�Y � `'` �; -- .-��y:'� dk � � � � , .�, ,," 6�� ,.s�,�-- "� � I,�.�.m..,�--,a•� � � . .. �p. � � � w � ,:. ' � '�� `i V8'IdYSl.Xa) $s� �I �Vq'ItlS.S}�2T'J) �;� ��e i I,dxNOY�`UniS7S`�'I q � 01.8S�Ifa.VI�''I n'� �� I�� V'}xPL e�,m 2�� j� i �� Y� i��I I� a'�,W ��R � ��I ��4 I �� I'iI .-Q 'I �` II ;Q �� L 1 �� I� �i ��-, � � �� _ . �Z �� 4 z o �= zA 3g m0 �m _ v�z � ,�.-..—••. ._ � = � .w t s � c � p ��sa��:4oa[�o^.oq.a a0 __,�_� f � g 0 4�€��`� ��C�A�� r •c p �as � �s�� $�� Rg d� a F � L ��T � .� �" "'t�� s ? � ' �r � F f B m _ � E ��£ �g�� P �'" '�' � 3'�I $� ��v ��.� � �� } � ��.s � r�� ° � �� `� "✓ _ �if C � S�'� � �B"a'a� �3�� I�S $� � � ��6 � -� � , ;- �� ,� � - � e�e�� za�' - �- � C �� . .N � „e $5 8 � es�� @ $ i�� C 'n �o�se04:dmaAeaaeA�� tn � i8 ,� s �"� °� a � � �x� { c � � ��z� �� c� � R. � � g �� x a Y i'�� a��af�P��RR�g A _ t � i ' ��'�� 5a� � � � � � �R� r ' c D a "� + 9��w�'s� ' 7a {�� °'� . ° R xeas �pv � '�. � p� � ��: � � ��. � ° O � � �# � �� &�� r � �>z - _ . � Q�T 9x� S � � � � � �� "� �n o � x o �, �� P ^��"e�$2 $ e�i � �,,,�a e �6�a �?g � � a�g" S -• U � Z ^ a rn ��$ z � 'z �.5� ��x � � ^ � a F3� � �E i� � m � � ( � � g��1 I�t ;��; � � o I� �3 `�_� ' s�� 6�� M � N m � I # �(� !I I i�I� '�G�I � m �� `� � ��'� �� r �$ e� e �s �g� g• $'. a � � � C ��$�s ��z��£�� .� �� ff�S `�g��" `3 � � P$� �o3� O ��p� 5 o� n �A '� �$�3 3£ y �S 2 � � N _. C g a � - � A� �,�� a^s�K = �a 3 Z � � £ a� � �' � � �as +�ze sq ' a �e �' � - a �� F � x � � �New Construction Ener Code Com.�li.ance Certificate � � �� 3 , µ Drt�C�rtffiot�Post 5 �.��` ;Per R4013 Certificate.A bu��lding cenificare shall be posted on or in the elearical distribution panel. 4----••••—•-•••----- �,.. � 11/21/17 .---. .—......_.. __.._.. MailingAddr�ssefth�Dw�IlingorDw�IlingUnR c� Placeyour �� _......,__..__.,.._..__.._.__.._._.__,._____._._.,,,,_..._.....___._._...._....___.._.,.._.,.__.._...__.�_..._............................._.........._......_..__............_..............._.......___._._.._. �_.._..,,..______„ r 1720 Shadywood Road Orono lOgo here � �--� �_µ„� Namo ef Resid�ntial CoMnctor MN License Numbor i ; L Cramer Design Build � � DD'7., NµY_��Hrv� � � � GCJ THERMAL ENVELOPE RADON CONTROL SYSTEM Type:CheckAllThatApply Passive(NoFan) �� 3 y� Active(With fan and monometer or �gv�� oihersstemmonirorin device) � w� � �f �� Location(orfuture location)of Fan: E �� £ Total R- � Value of i Insulation Location all Types € � of � Insulation ot A ass, las los Op Fib ded oc Other Please Describe Here �� Below Entire Slab �'� Foundation Wall R�� ".""...-....'""'" ---_— Perimeter of Slab on Grade 7 "".�-e------- RIm Joist(1 st Floor) R_p� 3 Rim Joist(2nd Floor+) R�2� Wal I R-20 �� Ceilin ,flat R-49 x Ceiling,vaulted R-49 �� Bay Windows or cantilevered areas R-30 �� Floors over unconditioned area fi-30 4 � Describe other insulated areas Building envelope air tightness: Duct rystem air tightness: j Windowa&Doora H�ating or Cooling Ducts Outside Condhionad Spacas Avera e U-Factor(excludes s li hts and one door)U: Not applicable,all duc[s located in conditioned s ace � Solar Heat Gain Coefficient(SHGC): R-value �� '""��Y � MECHANICAL SYSTEMS Maksup Air Select a Type Domestic Water � Appliancos Haating Systom Cooling Syrtem Haater Not required per mech.code Fuel Type Passive �--^re Manufacturer f Powered Interlocked with exhaust device. Model Describe: inpucin Capaciryin Output Other,describe: Rating or Size BTUS�. Gallons�. inTons�. APUE or SEER Location of duct or system: �`"'"""� EHicien HSPF% /EER ....____...__....._____�_._.._..._.,..._..__,_._____...,.,, ._.._._ .............. Hoating Loss Heating Gain Cooling Load ResiderKial Load Calculatio _ Cfm's � "round duct OR E MECHANICAL VENTILATION SYSTEM °metal duct Describe any additional or combined heating or cool�mg systems if installed:(e.g.two furnaces or alr CombustanAir Select aT e � ......_,....._....�„„,_.,,_. � ,,.�......_„'�"___,_'_— source heat pump with gas back-up furnace): Not required per mech.code j ._......._.__....._'_'..�...�_......,.,_____......________......,..._._..._. _....._....._....__.....................__..__.........._..._,..__......_.__.__.._.._..._, Sdad Typ� ......_.._._,_.__,.. - „_____..,_,_.,,,__.___�___.____..._.____�.�_,._.�. Passive Heat Recover Ventilator(HRV)Ca aci in cfms: Low: HI h: Other,describe: Energy Recover Ven[ilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in dms: ��-Wv..� � Location offan(s),describe: Cfm's "round duc[OR �� Capacity con[inuous ventilation rate in dms: j Total ventilation(intermittent+continuous)ra[e in cfms: "me[al duc[ � 3 i 3 t ; € ! I � --�---._�--.-_. __;,-�,,,�_. f �i "`��" ` !..�..�..�. ' ? � i 1�� .� !_�,__,_....i,, i_�,_..i�._` � � I NOV 2 1 Z017 CITY OF ORONO Builders Associaton of Minnesota version 101014 �. .......,H. ... � .,,.. . _ �,.. ... . ...,._.__.� �1�rsta�ER+�A�Codl� � � ; ,._.,. � � � tot�o�ct C�r�3(it�1rR.� . �� r,�,.r��,c. _.,� � :Y-'b4ffs3� �,duX.+fi.!.sw$.,fs,.�'.n.> >n�.��s�,ua ,.13's.,.�Ht-' s ly�s':��.f ca,s.'., ..,..,. ..,.._.,.. 'w-...,,,,.,,,�. . ... . .... Maifw��Yr�s#W BwNi�srUw�Hipg Uwk Ily ��l41C�8�tb{yf .»�..... •, ... . � •,. , . , . , ..., .,,.. ,.. ., , ,t � � �� j�� y�&� � _ :.. _ ��L,�j . . ., . . bec tu�r� __.. .. ....� . 3. , . , M�n�s4 bsifr�ilp Caetnsbr '��..... . .._._,,,s...__._ .... :........._......,_..,r. '#HiLwr�MYrNr .. ... .:;- ,,., � .., - " � . .. ,.,. ... .. _ ....................... , . �y -�{ _ . ..... .. ...... ......... < . '�,�gt'� " V��t`�� .. . � : � e, . .,-._.:.,,�.. ..«.»..,,-,......_..;..,»_ ..� .,.'_ � �.� �� .... ...�:....... . ,. .. �.., '"_...._. . . . .. .,.,,. t.. ... }.. ......... _ ..,.�. . �S �C:'Mcy�7r,�af.A7+{� Pnssrsatf`fvfst.? . . . ,j .; ._.. .,,..,.. .,. ' . . t,.. .,-..e.,.. ___,...-�.-.,-...., a<» { �...�„e.;,.�+;,...at ,;• �. " .;.+. ..> .:a.�,.b. s ,1.ccac,a,rxia�i.nwa-��,nlryf F.n � ,,.,. ....�.,.. ,.,....,,.,W.,... .,g,«w.� ......„ � s 7x�riP,.. tau�. ..,.. , .. j.. .w....... ..... .mw.:....,,«,.W, :...,.,.: d+aw of �: „ ,. ...... ...�. . ,..,..,...... ..,...,.......:..._„' aA�'ypw ; �. lrniiCk�:c iwararn+ �y; 3 £ InsiJ�M,ti' Tw d � I1fiM:'IA.sflLeerubYl�.br� � . � C�.�uv�Lnt�r:rn d.. . s o ,....ww.„ � ... .. „,..� � i'cnnrir..�..,Wwn. � „. , .... '._ <, . :,; F. �met�.d::i.trn,-�r.w .. . . .,,.,,,_�.,.,, A,. �„. k�. n,,,,_.,:_, , : > iAns bni27 .k»w1 ;,.. . ... ..... �.,. ' F:rv.s:a�.s. .=ka .... . ..,�... . . ........��,.,.«.,. �,,., . W+�N " � .,. _._,,, ; � _ ,.., r .._.. ..^«o.n.,-�w ,.. ._,,,. ..._.,.��...... ' � ,...,.,� ,,..,.�,�.,.. � � '_�s,v�.S . _ ��.....� ,M,.,. _._1, , � • CCY'':n�,:7� . .��nf.+.n'l�1A MY►. .. ......: ......_.�� .... . .�.,. ,,........,..:...e... ': 5 • (�Wu i u.WY W i+aMliuJtx.�.uM . ,...,, .» ..,. w� .�...........,.�... ,,, . � � t� . ( . . 's '.-.,. C.vr�n�fr,�!h. - ..aaa ��,�.,..,.,. .r.....,,,._,..�........,_.9.,_...�m. ...: . .� u�nw�v . .. •:s � ��F�l�ffi�. . . -,a_ _ . } . .,..," . � -4,�,.. ..,.. � .......µ . , Twst`psa'�'+�l�i�a, j�+�� „,�. �.,..� ._,,._,� ..._.....� YVi.b.raftD�ws ,. . ,... ... __,�... . ,. ......�; -. ....._......, ws � ��rteaMrgiS�st?yuid�rtse+i�Gwr4.iy�ycrs � � ��,. .,.�.- ., � -.._-tw-u... �. . . :_ypt�.,�rbd�cn l�cxenf vr u�c3k.on«si:rtyau« % ' - . . . . _.,. . __ .,.. . _. .�,. .. , . ....,,. .. � ,,,, � � t i ��, .. ..,,.. . ..,..,. . ... 11t��SYE71�11iIS 7MaM♦g�ir s•t azrey�� •� ,,�, � . D�w�«r��V�r✓� � . a. ., . .,.,., .....y : ' ....._.,..,......, ��..,�....,...,�,.: .... N..�rBs}ee.+� �� Cs��`ayae.w N�rti.�tsin.d;,err,�.+e=}+.zmr � � - ,,,,. ......_ � .- _.,,�....,_._ ..., :;x,..,� .�y� CV� .,•, , t" �'��t"t-L .�u;ws _ ..�.._ . � : . ; „ ,...,., ..,�.,.,. ...,_..�. . �,��,,,,�, ��- �.��- ..... , ��; f,�- d ��..M. � Mod.: ��3' rt�%' L;�� J.'CI�'.��j - ,.�.A,�h+d�+id'►ef�.3.,d..,� .... � � ._ {�v • i i � . ..� - ,-.. ..v _,,,,.... .�_ � . , ..�,,,,.;�3 mxz' ....�,..... ,..a.._., 9 i"i�: , "�`� atM,r:dn�rr+Yr. � o�n� ' ; , N.tsny " 6,"a%s_��,;.. �9�.,ee;, � . � » � � , ,,. ,...,� e+�.:,�Y �S� ' �3 t«.ew„ncd�w3y,,.,,,� � 1l��liwQ4ac M�w?wg_Gain �, � G�a�le�''� 'ir��'!�Y'.,� ��.Y�..��R 1. . . .. .,. . .�...,,�.,<._..,,,.. � _..,w.,.._ i .. . ��; . , �} � � ......:........ .;.,_., ,.., ...,,, :. G-, .,. . , __..._ ,.__.... ; �,,,, �� r�*m'+� � � � . ......,,. :,.,,.., _w_..,�_.....> ...,..... .... ' . � � " e�v.,c d�e:CNf q . _,._. ,,,.. ., r ��•�� :;., . �a�wTel duvt �� . i+ww�di�.�anl«1a1if.,...g�,,.f.v.:lrin..t IK.a.n�.•r�.�+�nt+•�+n+.i;..«.u.a,r.,� a;y,,;.�J,.�.-��..1°= � �C'�tw�rAv»bcr�ryp� -.� , �� . . ..:-... ,., -,,.,.. .v,..,.... ..,. .�,,,,.. . �wcriw2pwuPa2'dr�rb '.up�musj� J+tbt�re(1rip�ripnrxa�c4v.cud� �� , ., . ,_.._� . ....., . ._ ...� .. . , , ._ .. .,....., _.. ....... .. . . . ..., " ,. .._ .. ...__ ,: Srf�ttijtp,. �ira € , .. �,_.� . tr.�.;:.e�-.�w:Vs„t�a«ifiF�J3`',+��;:y:..��#,,,s: �.��.. " =:,d�nx�.J.�,.ca�e. -„ ._. _ .... ,. � �,_»�...__ e i Es.•,gj"R.raa'a,va'r,i».ide�tY:'dC��,.c:cyu,cti,,.. t..,..o� ' �,� � f2x:V,s.or.�. . . . e ' » .... ._.. .__....�.. ............... ._.,.,._.......,........ . 3u.::<.�r{a�..,�:., ; f . ....... .....:.... .. ..... . ......... .�. . . . . . «_., : 1 _ , }}�3ina:'Y,[j'Y/lir.'e3EKwrcf�.nLfrY�n d-..x' " 4} . . .. . . . ..,. ..,.�?v:....__ ... . „�., .,. ..�,........� s ietatn.we�n£.SenP,s;.i�sa4W; . ,� . . �<:a}rr�ryaewrr"a+�x...mzss�etdrxwayasw»vdme� � . . � .`novrFdasaCf�. _ ,�,-,-„. _._..,�� ..,,.,,....�. � .,,_. .,.,._ ; . 's ;..Fvw4wamiwanar_nesa,rm+wn.+sxsaorruoasir�r..neims- .. � . ". �.•� .. . . . . .... �i } .. " '�� i� b ' .. ...., � .. .,.,..,...... � . , 1 i ; .;�.3 . J ; �° ,.,.. ,.„„w .. , n,_..,.� ,�.n..,,...,,., „ ,,,j. ,,,.4-s y,. .,..._. , b„�-0,.d. ,¢ �� . ' MlF%I4f�K? � K � , .'' .,. . ,.,.. . ... ,.. rJ.. ...o._u.... ............. .. � , a.�., .,.�: ,,.. .,. "";�' , �,. d.,.,, j � �.. � g ..... . ..z � �� { �i 4� � � . . ._ . �„�,.,. __.,.„....., ,..,. �� -w..... . ,. . �w,. ..,.«,��M , ..:..,..-,..,,w ,,,» .».,, . ,..._ ...,,...,.....„»�,w.;.,,. .'�..�t.,.� ,� ,�.,.� _,._�.. . ,„, � . � P �.. �. � i . .. . . . . . ..�. .. ' � j .. �i,Ii�2fS�PIBSt�Ci�t�tl Df�tti'#BS{3�"d�.1�E1'SAili3�{�"��?1+4 �. �. � �. F„ x _ _ _ __ . _._ ... ,� �' �' _ ,,,. ._ .. ._.�. , .,�_ _ , � .._ _-_ _ __ . . � .. .�_ .� .. ___ � �. ' � �� +.�+� �� „ �.�. + �" V. � :.i � ...u. � 'h A � �,'w '� M, i+� L''. i� `ti... �� .� '� v; r C 1 � �� t � �� .� ' � �� ,� � � � f I �� , � , � � � � � �- � �� ~ i � � �' � �� A� �� M_ � w�,�� y ,�� "' � _ � ' �. � ��' ��^�' �� w �% � �.,r 4" +� � N � � � � �,�� i�� C� =� � " � � � � �" � ,� � � � �� , � � � � • � y,� � y� � '� � � � � �.Y C1 M: aj M �A � � �f.' r� er !�" �'.� � � � ��, � � 'M' it'� i� � `�, � � � � ' � � �� „ '" � « .; � � � � � � �� ,� � ►�, � � �' �y� � � � � ��,� � Cy „� �I � � � � d � ,�� _ �� . � � � � � ,�� -�,�� _ � � �� A� � i� �:� � � � �,;� �' � � � � �� a � � � � ��,� � � �' �` � �� ° p� . �r+ ;,`�� '�.> � � � � � � � �� '"�' c�, w� � rt"'� � � �' � ��,x � �� , '� a � �� . � � k � � � �� ;� � � � � � � � �� ,�� ^ "�'� ��"' �" .,a f.' «.� ` � kt� �' � `� �,,,, � ''"�' "" „��'.'°�,..+ � �� ,� ��r id -� ,°'+ '"m'� . . � � qg � � � .. � � }� � 1 v i! 79 `+H h1��!..... .. ��,� �� ` �',i "fic,"?. ��"�c�''" ... ^�C +A�>j. +a� � .?�'. ;'�. +k� �' �+7, ��W'" "�: .�i� �`� .,��r � � � � �t""�'� St � d) w� = N Fi�� c,�•.�..� � �� ' � }* � . ^,. w�.�+.��. . ;�'� � � � �� ' '� � � � *a� ,,C4�� ;� , � �S�( �� '� � � � � �X� �rt �,t � „:, '^i � � � �.. �� "i"' ,7G � g�,�ia..� �ri M � � � � ��. .�"�..� °4 Y ,� �j � �i :1. "r3„.+�. r�'9 , 3 5 sa � � '�;; `�� .�� i � '�^ .��cw �� ,�s. Q�'"u �i � '� �o � � .... ��'� �� M � : ^ r+` � � '� � .9' N o r� ��.�ai� "',� � ,?^a'? + � � � '� vo � "� «�� ' - �, "rl, a � � '�•� � � ,�- e`� •� �'� � �� ,,��,, � '� � � � � � � � � ,� �� A "'-� � .� � `Y`�' c�, �-- �-� �� .�... �� , +^�._� ?►e ?st' a.' �+. �,� � " � -= � �' `� � � "' �? � � � � � �� '� � � ..,.. . ....'� �. v�,�'� -� >x�. . � � .� � C�l �.?�i r`�v �a �� c'�i n`� � � �'� � � � � �.F"S.s� � � �..�-i�'i c° '��', � +��.� �# -t :� � .µ Permit Application: 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 �� ;�,� Signed Escrow Agreement & Escrow Payment �! Building Plans (to scale) x2 ,� Certificate of Survey (to scale) showing the proposed project & `'` meeting all requirements x2 �J~ 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 will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: / 7�1(� � � Permit #: oZo / �7— D / Last Updated: January 2016 Henne;an Co�nt�;Rt/Permit-UID#317 / Permit#2017-A234 11/21/17 12:34 PM Permit A lication Application for Private / Residential Permit Permit#: 2017-A234 Road: 19 Hennepin County Maintenance District: South Hennepin County Public Works Transportation Department (Roads and Bridges) - Operations 1600 Prairie Drive Medina, MN 55340-5421 ��OUft �' � �, �, y '„' ( �1P30�r� � 1�` `�� °� � � ��i � � i %y� �� . ��F/'«" / i� �� . y�'ii�!��/�%i�;�� /�i"�. i/ �i� !l�„ i ,/ �g :r%r'. � �y��i� ��✓�� ,,��a e � � 6/��. �� /�� ,�,��,,ti° i�� x� � �v�,/�%i � ! ,�i�!��y��q ��'� „'/��,;y�<�iir, ��/� �y � n.' ,a .�i.�'�'�,, � � ' ��,` � � i �r', �''�� i�,�i,<�� 'y� �' �/ �,� � �,,, � � ; ", ,,� �- > , , � /� � ��j�� y�� .' � � �� y ��'� �L - � �'� � r��j; � y,��y% ��` � � �%',. � � x /yi s � � x�j � / 9� /,��,�� y � � i/� 3�� , �� , v�� , �� ,y,� ' � � d � , ��=� � '�� 'i � s,`�,�� , � r� �:` ' � �" � � <' �"` ` ,�� . � ��,�' �' 9 ///�i.��y // �� •l/ � 9' � �. / ,v 4i'/ i/i � �'fy' �o � � `�i z, / i r� �' y v� y � /" % y � „ � ti ..� � �< ?�. �z , � � �� ,�� ,� �i� � r , ,� ��/y�� %� � ��r�'��/ . � � : �� .< �� i�j/ r �i/ /� �� //�� y% � i � ,i/r � r � s /a�%�� r�%j ;;j �;' ; �� ,G�'� /�% ✓ ;,x ,y, � ,/, ' %�i '♦ .�-` �� /� i x � �� % iri �i�� i/ ,/ �i �"`�� ,� v°'.q ' , ii i i i r � ! �%i �� : ,;� -. / i / r i/ / i i � ! �yt� +!�r��s�, �� .�r. / ,��/ /p%%ii/% � �/i ��/%/� �` i�% '�' i} i�,tiw �°�9 c� � ' t�� t :zt � ��j/� r��i/��i/%�;;�%%%i/;i��j,��i�i �`>�� ' " � !��i�%�'„�i �%%,., � �//i!/i i�� a i�/ fs y k' I ry , „ �' . i. ! u,'=� i%o„:,�� y�,� .;,. O '1 �� j �. �`��1��1 �'�Yl�hf� I�1+W}�k��,,�;jiyN�iY�``IfuC3y^�"�, ��E�`,,,d�t��:; ; / 'i%,ii ////�ii�%' / �! x��ii��" ` qu, / �, „�� / //� � /a ' r // �j� �, / ` /� ��", / . /"`�/ / /j/ �i � / ,ia� .% �� „ F, �� l i. '?/� � �'"ax� �; �II i�I �7��.�.�,..�f , ,� � %� ��' F� �'a, � _ ;..,, o � , _ � , � .� � �. _ , „ , � � .,: .,.:.. ,, .. .,.. � �4 � � .u,u�y �� Permit is for the construction of Installation - Res (Permanent) - Residential Applicant Property Owner Contractor Name: greg a jurvakainen Name: Travis Hansberger Name: L Cramer Builders and Remodelers Address: 5500 Lincoln Drive, Suite 180 Address: 651 Lexie Ct Address: 5500 Lincoln Drive, Suite 180 Edina, MN 55436 Eagan, MN 55123 Edina, MN 55436 Phone: (952) 935-8482 Phone: (612) 597-7934 Phone: (952) 935-8482 Paqer: �ECEiVED �Ifs'v f� -1 ?Q 1 I https://roadpermits.co.hennepin.mn.us/entrance.view.php?entrancePermitld=317 Page 1 of 5 �ITY OF ORUiVO Henner;n County Rt/Permit-UID#317 / Permit#2017-A234 11/21/17 12:34 PM Fax: Email: greg@Icramer.com Dates Entrance Needed By: 04/15/2018 Location The proposed entrance is on the E side of county road no. 19, 0 miles E of Fagerness point rd, Shadywood road. Street Address: 1720 shadywood road, Orono Plat Information Name of platted addition/subdivision: Shady-Wood Lot: 13 and that part of lot 12 Public Land Survey System Information Township: 117 Range: 23 Section: 17 Building Information Zoning Type: Residential Description: Residential Home Permit acquired: No Driveway Width: 17 feet Present number of driveways: 1 Sketch 32_i�5-001 COS-HANSBERGER 1G ie1% pdf Description of Work Move the curb cut from center of property apprximately 18 ft. farther south. See attached survey depicting as-built vs. new. General • 1. No work shall be started until the application is approved and the permit issued. 2. Contact the Hennepin County Permit Office at 612-596-0339 a minimum of 2 business days prior to starting construction. 3. After driveway construction is completed, persons requesting the installation must notify the Permits Office that such work has been completed and is ready for final inspection and acceptance by Hennepin County. 4. No changes or alterations in entrances may be made at any time without written permission from the County Engineer or designee. 5. Approval of this permit does not deny the County Engineer the future right to revise, relocate or close any entrance to expedite the movements of vehicular or pedestrian traffic. The County retains the right to close said entrance(s) at its discretion, based upon the necessity for traffic regulation, control and safety. 6. Existing driveways are not automatically perpetuated. In the event of a change in land use or a major change in the traffic pattern of the existing facility, new driveway applications may be required by the County. 7. Inclement weather shall be reason for delay of the project start or suspension of the project as determined by Hennepin County. https://roadpermits.co.hennepin.mn.us/entrance.view.php?entrancePermitld=317 Page 2 of 5 HennePin County Rt/Permit-UID#317/Permit#2017-A234 11/21/17 12:34 PM 8. Permits or copies shall be kept on the work site,while work is in progress, in the custody of the individual in charge, and shall be exhibited upon request by any county o�cial. 9. These general permit requirements and specifications shall be considered as forming an integral part of each and every permit issued for operations on county roadways. The work authorized by this permit shall be done at such time and in such manner as shall be consistent with the safety of the public and shall conform to all requirements and standards of the County of Hennepin as herein specified. If at any time, it shall be found by Hennepin County that the work is not being, or has not been, properly performed, the Permittee, upon being notified, shall immediately take the necessary steps, at their own expense, to place the work in conformance to said requirements or standards. In addition, no residential driveway may exceed 22 feet in width and no commercial driveway shall exceed the width dictated by the Hennepin County Access Management Guidelines. 10. In the event of failure or neglect, will or not, by said Permittee or Permittee's employees,to perform and comply with the prescribed conditions, restrictions and regulations, the Transportation Department may revoke and annul this permit and order said Permittee to immediately remove any and all structures or property belonging to said Permittee from the legal limits of the roadway or county property. 11. The installation shall be made in conformity with all applicable laws, regulations and codes covering said installations. All installations shall be made inconformity with regulations of governmental agencies for the protection of the public. 12.Americans with Disabilities Act-Any work in the County's rights-of-way that impacts any pedestrian facilities requires that the restoration of the pedestrian facilities impacted be restored to conform to current ADA requirements and standards. 13. If pavement, roadway or right-of way is damaged; same shall be restored, in a timely manner to its original or a better condition, at the sole expense of the Permittee. Permittee's failure to correct such damage in a timely manner will result in Hennepin County, through its own forces or contractors, making said repairs and billing Permittee for all costs and expenses related thereto. Permittee shall make payment to Hennepin County within fifteen (15)days of receipt of said bill. Permittee agrees that if it fails to make payment of said amounts within the specific time,to Hennepin County, it shall pay all costs relating to debt collection, including, but not limited to, court costs, frees, interest and attorney's fees. 14. No driving onto highway from ditch or driving on shoulders or over curbs where damage will occur. 15. It shall be further understood that the Permittee will be responsible for maintenance or repair of any and all failures due to settlement, erosion, lack of vegetation growth, rutting or other job related problems for a period of three(3)years after project completion and Notice of Work Completion form has been received by Hennepin County. Permittee shall perform all said maintenance. Immediately after it has been notified of said deficiency. Permittee shall be responsible for all costs and expenses related to said maintenance. Permittee's failure to perForm said maintenance immediately will result in Hennepin Count, through its own forces or its contractors, performing said maintenance and billing Permittee for all costs and expenses related thereto. Permittee shall make payment to Hennepin County within fifteen (15)days of receipt of said bill. Permittee agrees,that if it fails to make payment of said amounts within the specified time, to Hennepin County, Permittee shall pay all costs related to debt collections, including, but not limited to, court costs, fees, interest and attorneys'fees. 16. Emergency Vehicle Accesses must be signed and closed to general traffic at all times. Continued unauthorized use of an Emergency Vehicle Access shall result in the removal of the access at the discretion of Hennepin County at the owner's expense. 17. Unless stated elsewhere in the Special Provisions, all access permits expire 1 year from the date that the permit is issued. Sediment Control � Drainage • 1. Street surface and roadside shall be kept clean, neat and presentable throughout construction as determined by the Hennepin County Transportation Department. 2. Dust control shall be provided upon request of the Hennepin County Transportation Department. 3. The existing drainage patterns shall not be altered unless approved by Hennepin County Watershed District approval https://roadpermits.co.hennepin.mn.us/entrance.view.php?entrancePermitld=317 Page 3 of 5 Hennepin County Rt/Permit-UID#317/Permit#2017-A234 11/21/17 12:34 PM and drainage calculations are required if plan alters existing drainage patterns. 4. Permanent restoration plans must be submitted to the Permits Office for temporary restoration/winter stabilization for work occurring between November 1 st and April 30th prior to starting construction. Site Plans - Private/ Residential • Applications for entrances serving private residences, farms or parking lots of less than five vehicle parking spaces need not submit a site plan, but shall make an appropriate sketch in the space provided on the from of this form. Such sketch shall generally locate the entrance, indicate its dimensions and location relative to right of way. Traffic Control • 1. If the installation of this driveway makes it necessary to work on the roadway, traffic must be protected; proper temporary traffic control including lights, signs and proper barricades must be in place. Temporary traffic control must conform to the current version of the Minnesota Manual of Uniform Traffic Control and/or accompanying Field Manual. Said devices shall be removed from the job site promptly upon completion of work. 2. Safety vests shall be worn by ANYONE occupying County right-of-way. 3. The Permittee shall use due diligence in the execution of the work authorized under this permit in order not to endanger or unnecessarily obstruct travel along the said highway. Operations shall be so conducted at all times as to permit safe and reasonably free travel over the roads within the limits of the work herein prescribed.All safety measures for the free movement of tra�c shall be provided by the Permittee at its own cost. Payment method Payment details Credit Card Residential Driveway $125.00 Total: $125.00 Special Provisions Special provisions: • Contact Brant Kough at (612) 596-0339 or via email at brant.kough@hennepin.us at least 24 hours prior to construction. • Temporary traffic control layouts on County roads shall conform to the most recent version of the Minnesota Manual on Uniform Traffic Control Devices. Notes: No notes A rovals Approval Digital Signature Applicant greg a.jurvakainen - 11/10/2017 10:43 AM ff33dOf1e7ed6d94d5ebc3b60324e27c 44b10e6b0eab53cb7e6da90b4ae7312b #1 Permits Supervisor Brant D. Kough - 11/21/2017 12:31 PM af738f230fbec004d8d179adac356840 38ca373bb44fOc6121f3042afb406a42 https://roadpermits.co.hennepin.mn.us/entrance.view.php?entrancePermitld=317 Page 4 of 5 � City of Orono ��' i Hardcover Calculation Worksheet 1 " � Pro ert Addr : 7 ORONO COP � ,� �� p y ess 1 20 Shadywood Road,Orono,MN 55391 •�"�sr��.-.��•� Prepared By: Sathre-Bergquist, lnc. Date: 9/26/2017 SB 1ob Number: 32785-001 Prepared by: EMW Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER In the foilowing 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 weli as ail 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'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House(to be removed) 0 S.F. B Garage(to be removed) 21.1'x26.3' 0 S.F. C Concrete Walkway(to be removed) misc. 0 S.F. D Bituminous Driveway(to be removed) misc. 0 S.F. E Deck(to be removed) misc. 0 S.F. F Gazebo(to be removed) misc. 0 S.F. � Dock 3'x12' 36 S.F. H Ret.Wall misc. 13 S.F. I S.F. J New House/Garage Varies 2470 S.F. K New Driveway Varies 1382 S.F. � Stoop Varies 60 S.F. M Concrete Pad Varies 42 S.F. N Cellar poors 5x5 25 S.F. O Concrete Pad 4x4 16 S.F. P Patio Varies 290 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 Proposed Hardcover 4334 S.F. Excludable Hardcover(See City Code Sec 78-1684): � Dock 36 S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 36 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] 4298 S.F. {4)Total Lot Area 12649 S.F. Proposed Hardcover Percentage[(3)+(4)] 33.98% % This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the informafion contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. . � City of Orono � '�" Hardcover Calculation Worksheet y.�, �' Property Address: 1720 Shadywood Road,Orono,MN 55391 �� °�� Prepared By: Sathre-Bergquist,Inc. Date: 9/26/2017 SB Job Number: 32785-001 Prepared by: EMW Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step i:EXISTING HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House 1,788 S.F. B Garage 21.1'x26.3' S60 S.F. C Concrete Walkway misc. 365 S.F. D Bituminous Driveway misc. 1,291 S.F. E Deck misc. 298 S.F. F Gazebo misc. 64 S.F. G Dock 3'x12' 36 S.F. H Ret.Wall misc. 13 S.F. I S.F. J S.F. K S.F. L 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 Existing Hardcover 4,415 S.F. Excludable Hardcover(See City Code Sec 78-1684): E Deck 100 S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 100 S.F. (3)Net Existing Hardcover[Subtract line(2)from line(1)] 4,315 S.F. (4)Total Lot Area 12,649 S.F. Existing Hardcover Percentage[(3)+(4)] 34.11% % (Proposed Hardcover next page) RECEIVED This is an information packet regarding Hardcover.Every effon has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. NOV Z � 20�I CITY OF ORONO HAU � Q A�o i�io�i4 � Daily Field Notes Project No: � �"� Date• �� Report No• Project Name: f�� `Sf��W�� Project Location: �'Q�Q m� � � Client: �'��'j� � �`� Temp/Weather: �� 9 Project Manager: Time Arrived: Departed: � . . ❑Compaction Testing QConcrete Testing ❑Cylinder Pi ku Rebar Ins ection ❑Proctor Pickup ❑DCP �Other(describe) �`�'J'UO fictG�� l�- 0�$' _ � - Areas Tested: ❑Mass Grading Building Pad �Wall Backfill ❑Slab Subgrade ❑Parking/Walks ❑Utilities ❑Roadways ❑ Bituminous Other(describe) �0�-i��.s Method: ❑ Nuclear ❑Sandcone Number of tests: Fill Source: ❑On-site ❑Imported Tests taken met specifications? ❑Yes ❑No ❑Waiting for Proctor results Contractor notified of test results? �Yes ❑No Name of person n9i�fed: S,� ��'t'� �� `� J � � • • Areas Tested: �Footing ❑ Slab on Grade ❑ Deck ❑ Columns/Piers ❑ Walls '` ❑Pile Cap/Pile Fill Pavement ❑ Curb&Gutter ❑ Other(describe) Number of Placements: Yards per placement: Method of placement: Set q Cylinder Size Air% Slump Temp Mix Supplier Spec.Strength Work Order# Contractor notified of test results? ❑ Yes ❑ No Name of person notified: • . . . . .• - • . Was everything available to test/observe? ❑Yes ❑No Were there any delays?(Explain below if yes) ❑Yes ❑No Was a copy of this report left on site? �Yes ❑No If so whom was it submitted to: A��-�� %�'?�'�=��'�`.. Comments/Remarks: �?[3 ��Ztzv � u y t,j i E.� l��F j�/��j� �� '7"�'vF ,�'��"'��,��;;, �aC C/A�/�G''1,��.r,� /�'�. "-�'r F" l�_'�'4_t) l�pF7^I�" j��"�l)")� ,fN�'t.t..�,r-� ,-jhi ,�.��,' �c.Pr,t2 r3��N�.� i� E-rR� u�i� �"�� C�U„��'��'. �T��S �,�'.',li3c�., 1 �"��-;��', ��'r<��l c��.��S,��'� a�,`. C i..n�t S rr��r- �� ;,5'�'im�; �. � (3�' ��i N t�. JT/�i; /�.�� a S or`7' �J�E�� f �'�� i�P � �?�, �a�Q L r,c.�t - ,� � �m!n ��J �� r' �m�� Y�� S?H`5' s p,C5` �0 0L�!C� '��.1�/C�: 7N l,�1�:tC��C�- 7"a �`�'JT/�� C ��;�,�,/ U-'r�.L-, C�•�-J'�%,�� ',��C,�" s�J�G�j t.�-r t"'2 � .�L1 Q��)� �?C,�r`i�'t��'C.r� J�'�Q,, �v t,l��1QiU 7J�✓ � L!f��t"�� , �, �a�a� �_� Performed By�.�-�� -�f?�r�-�� Reviewed By: Date: , ,r � This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or � recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. �� ■ • ESt � . . _ , . . . . . . . . . . � . . � � . . : i � - . . .. . , , � -� � � •.. � . � � DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION REPORT HOLDER: JOHNS MANVILLE 71717T"STREET DENVER,COLORADO 80217 EVALUATION SUBJECT: JM CORBOND MCSTM SPRAY-APPLIED POLYURETHANE INSULATION � ,� ��w�y�^�='� "�u��'�;, �`� ��'�I �t� �C4 �VC , �i�IC E�� F�� l�� PMG LI�SI'ID Look for the trusted marks of Conformity! �� "2014 Recipient of Prestigious Western States Seismic Policy Council �� (WSSPCJ Award in Excellence" A Subsidiary of �o"�o�c°M�ir ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not � specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a � � recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as � to any finding or other matter in this report, or as to any product covered by the report. �+��«�B�y „�,.erco, Copyright�2017 ICC Evaluation Service, LLC. All rights reserved. ES .- . . ICC-ES Evaluation Report ESR-3159 Reissued July 2017 Revised October 2017 This report is subject to renewal July 2018. www.icc-es.orca � (800)423-6587 � (562) 699-0543 A Subsidiary of the Internationa/Code Council� DIVISION:07 00 O�THERMAL AND MOISTURE use in wall cavities, floor/ceiling assemblies, or attics and PROTECTION crawl spaces when installed in accordance with Section Section:07 21 00—Thermal Insulation 4.4. Under the IRC, the insulation may be used as air- impermeable insulation under IRC Section R806.4, when REPORT HOLDER: installed in accordance with Section 3.5. The insulation may be used in exterior walls of Types I, II, III, and IV JOHNS MANVILLE construction when used as described in Section 4.5. 71717T"STREET 3.0 DESCRIPTION DENVER,COLORADO 80217 (800)654-3103 3.1 General: www.im.com JM Corbond MCST"' insulation is two-component, spray- applied, rigid, medium-density, polyurethane foam EVALUATION SUBJECT: plastic having a nominal in-place density of 2.1 pcf. The JM CORBOND MCSTM' SPRAY-APPLIED POLYURETHANE insulation is produced in the field by combining a INSULATION polymeric isocyanate(A component)with a polymeric resin (B component). The liquid components are supplied in 1.0 EVALUATION SCOPE 55-gallon (208 L)drums and 250-gallon (946 L)totes. The polymeric isocyanurate (A component) has a shelf life of 1.1 Compliance with the following codes: twelve months when stored in factory-sealed containers at temperatures between 60°F(15.5°C)and 75°F(24°C). The ■ 2012 and 2009 Intemational8uilding Code�(IBC) polymeric resin (B component) has a shelf life of six ■ 2012 and 2009 Intemational Residential Code�(IRC) months when stored in factory-sealed containers at temperatures between 60°F(15.5°C)and 75°F(24°C). ■ 2012 and 2009 Intemational Energy Conservation Code�(IECC) 3.2 Surtace-burr�ing Characteristics: ■ Other Codes(see Section 8.0) The insulation, at a maximum thickness of 4.3 inches (109 mm) and a nominal density of 2.0 pcf, have a flame- Properties evaluated: spread index of 25 or less and a smoke-developed index of ■ Physical properties 450 or less when tested �n accordance with ASTM E84. Thicknesses of up to 9/a inches (235 mm) for wall ■ Surface-burning characteristics cavities and 11'/a inches (286 mm) for ceiling cavities are ■ Vapor permeance recognized, based on testing in accordance with NFPA 286, when the insulation is covered with a minimum ■ Air permeability �/2-inch-thick (12.7 mm) gypsum board or an equivalent ■ Attic and crawl space installation thermal barrier complying with, and installed in accordance with,the applicable code. ■ Thermal resistance 3.3 Thermal Resistance,R-values: ■ Exterior walls in Types I through IV construction The insulation has thermal resistance(R-values)at a mean 1.2 Evaluation to the following green standard: temperature of 75°F(24°C)as shown in Table 1. 2008 ICC 700 National Green Building StandardT"" (ICC 3.4 Vapor Permeance: 700-2008) The insulation has a vapor permeance of less than 1 perm Attributes verified: [5.7x10-12 kg/(Pa-s-m2)] when tested in accordance with the ASTM E96 desiccant method (Procedure A), when See Section 3.5. applied at a minimum thickness of 1�/z inches (38 mm). 2.0 USES The insulation qualifles as a Class II vapor retarder under the IRC. JM Corbond MCSTM spray-applied polyurethane foam 3.5 Air Permeability: insulation is used as nonstructural thermal insulating material in Types I, II, III, IV and V construction under the The insulation, at a minimum thickness of 1'/z inches IBC and in dwellings under the IRC. The insulation is for (38 mm), is considered air-impermeable insulation in ICC-ES Evalua�ion Reports ore nol to be conslrued as represeirring aeslhetics or anv olher allri6ures nol specifically addressrd,nor are Ihey to be conslnied � � as an endorsement o(!he subjecl ojthe report or a recommendation jor its use.There is no warranty by/('C Eva(ualion Sernice,LLC,express or implied,as � lo mry finding or olher matler in dris repori,or as to arry produc!covered hv�he reporl. — i�,,, �oaiwwr ^� .�.. Copyright m 2017 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 5 � ESR-3159 �' Most�dely Accepfed and Trusted Page 2 of 5 accordance with Section R806.4 of the IRC, based on minimum thickness of 1�/2 inches (38 mm). The insulation testing in accordance with ASTM E283. must be applied in passes not exceeding 2 inches(51 mm) The attributes of the insulation have been verified as Per pass and must be allowed to fully expand and cure for conforming to the provisions of ICC 700-2008 Section a minimum of 20 minutes prior to the application of the 703.2.1.1.1(c) as an air impermeable insulation. Note that next additional pass. For additional details on curing times, decisions on compliance for those areas rest with the user see the Johns Manville published installation instructions. of this report. The user is advised of the project-specific 4.3 Thermal Barrier: provisions that may be contingent upon meeting specific 4.3.1 Application with a Prescriptive Thermal Barrier: conditions, and the verification of those conditions is JM Corbond MCST"" spray-applied polyurethane foam outside the scope of this report. These codes or standards insulation must be separated from the interior of the often provide supplemental information as guidance. building by an approved thermal barrier of �/2-inch-thick 3.6 JM IB Intumescent Coating: (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and installed in accordance JM IB intumescent coating, manufactured by Johns with, IBC Section 2603.4 or IRC Section R316.4, as Manville Corporation, is a one-component, water-based, applicable, except where insulation is in an attic or crawl liquid intumescent coating supplied in 5-gallon (19 L)pails. space as described in Section 4.4. Thicknesses of up to The coating materials have a shelf life of 12 months when g'/4 inches (235 mm) for wall cavities and 11'/a inches stored in factory-sealed containers at temperatures above (2g6 mm) for floor/ceiling cavities are recognized, based 50°F(10°C). on room corner fire testing in accordance with NFPA 286, 3.7 DC 315 Coating: when the insulation is covered with a minimum '/rinch- thick (12.7 mm) gypsum wallboard or an equivalent DC 315 coating, manufactured by International Fire Proof 15-minute thermal barrier complying with, and installed in Technology, Inc./Paint to Protect Inc. (ESR-3702), is a accordance with,the applicable code. water-based coating supplied in 5-gallon (19L) pails and 4.3.2 Application without a Prescriptive Thermal 55-gallon (208L) drums. The coating material has a shelf Barrier with DC 315 Coating: The prescriptive 15-minute life of 24 months when stored in factory-sealed containers thermal barrier or ignition barrier may be omitted when at temperatures between 41°F(5°C)and 95°F(35°C). installation is in accordance with this section (Section 3.8 TPRZ Fireshell�JM-TC Intumescent Coating: 4.3.2). The insulation and intumescent coating may be TPRZ Fireshell� JM-TC is manufactured by TPRz spray-applied to the interior facing of walls, the underside Corporation (ESR-3997), and is a one-component, water- of the roof sheathing or roof rafter, and in crawl spaces, and may be left exposed as an interior finish without a based, polymer intumescent coating. The coating is prescribed 15-minute thermal barrier or ignition barrier. supplied in 5�allon(19L)pails and 55-gallon(208L)drums The thickness of the foam plastic applied to the underside and has a shelf life of one year when stored in factory- of roof sheathing must not exceed 9�/a inches (235 mm). sealed containers at temperatures between 45°F (7.2°C) The thickness of the spray foam insulation applied to and 95°F(35°C). vertical wall surfaces must not exceed 7�/a inches 3.9 TPR2 Fireshell�JMIC Intumescent Coating: (184 mm). The foam plastic must be covered on all � surfaces with DC 315 Coating (ESR-3702) at a minimum TPR2 Fireshell JMIC intumescent coating, manufactured Wet film thickness of 22 wet mils (0.56 mm) [14 dry mils by TPR2 Corporation, is a one-component, water-based, (0.36 mm)], at a rate of 1 gallon (3.38L) per73 square feet polymer intumescent coating. The coating is supplied in (6.8 mZ)]. The coating must be applied over the insulation 5-gallon (19 L) pails and 55-gallon (208 L)drums and has in accordance with the coating manufacturer's instructions a shelf life of one year when stored in factory-sealed and this report. Surfaces to be coated must be dry, clean, containers at temperatures of 45°F(7°C)or above. and free of dirt, loose debris and other substances that 4.0 INSTALLATION could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray 4.1 General: equipment. JM Corbond MCSTM spray-applied polyurethane foam 4.3.3 Application without a Prescriptive Thermal insulation must be installed in accordance with the Barrier with TPRZ Fireshell� JM-TC Intumescent manufacturer's published installation instructions, the Coating:The prescribed 15-minute thermal barrier may be applicable code and this report. A copy of the omitted when installation is in accordance with this section. manufacturer's published installation instructions must be The JM Corbond MCSTM' spray-applied insulation and available at all times on the jobsite during installation. TPRZ Fireshell�JM-TC system (ESR-3997) may be spray- 4.2 Application: applied to the interior facing of walls, the underside of roof sheathing or roof rafters, and in crawl spaces, and may be The insulation is spray-applied on the jobsite using a left exposed as an interior finish without a prescribed 15- volumetric positive displacement pump as identified in the minute thermal barrier. The foam plastic insulation Johns Manville application manual. The insulation must be thickness must not exceed 6 inches (152 mm) in walls and applied when the substrate temperatures are between 9'/2 inches(241 mm)in ceilings, and the insulation must be 45°F (7°C) and 90°F (32°C). The foam plastic must not be covered with 12 dr�r mils (0.3 mm) [20 wet mils (0.5 mm)] used in electrical outlets or junction boxes, or in contact of TPR2 Fireshell JM-TC intumescent coating applied with water, rain or soil. The foam plastic must not be in a single coat at a minimum rate of 1 gallon (3.78L) per sprayed onto a substrate that is wet, or covered with frost 82 square feet(7.6 m2). The substrate must be dry, clean or ice, loose scales, rust, oil, or grease. The insulation and free of dirt and loose debris or other substances that must be protected from the weather during and after could interfere with the adhesion of the coating. TPRZ application. Where the insulation is used as an air- Fireshell� JM-TC may be applied by airless sprayer, impermeable insulation, such as in unvented attic conventional sprayer, medium knap roller or brush at assemblies under 2012 IRC Section R806.5 or 2009 IRC ambient temperatures between 55°F and 95°F(12.7°C and Section R806.4, the insulation must be installed at a 35°C)and relative humidity of not more than 65 percent. ESR-3159 i Most lNidely Accepted and Trusted Page 3 of 5 4.4 Attics and Crawl Spaces: 0.27 gallon (1 L) per 100 square feet(9.3 m2)to obtain the 4.4.1 Application with a Prescriptive Ignition Barrier: recommended minimum dry film thickness noted in this When the spray-applied insulation is installed within attics section. or crawl spaces where entry is made only for service of 4.4.2.3 Application without an ignition barrier or utilities, an ignition barrier must be installed in accordance intumescent coating: In attics, JM Corbond MCST"' foam with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or insulation may be spray-applied to the underside of the R316.5.4, as applicable. The ignition barrier must be roof sheathing and/or rafters; in crawl spaces, the consistent with the requirements for the type of insulation may be spray-applied to the underside of wood construction required by the applicable code, and must be floors as described in this section. The thickness of the installed in a manner so the foam plastic insulation is not foam plastic applied to the underside of the top of the exposed. The insulation as described in this section may space must not exceed 8 inches (203 mm), and the be installed in unvented attics in accordance with 2012 IRC thickness when applied to vertical surfaces must not Section R806.5 or 2009 IRC Section R806.4 when exceed 6 inches (152 mm). The foam plastic may be installed at a minimum thickness of 1'/2 inches(38 mm). installed uncovered, without either a code-prescribed 4.4.2 Application without a Prescriptive Ignition ignition barrier or an intumescent coating. Barrier: When JM Corbond MCST"" spray-applied 4.4.2.4 Use on Attic Floors: JM Corbond MCST"" spray- polyurethane foam insulation is installed without an ignition applied foam insulation may be installed at a maximum barrier in attics and crawl spaces, as described in Sections thickness of 11'/4 inches (286 mm) between and over the 4.4.2.1 and 4.4.2.4, the following conditions apply: joists in attic floors. The ignition barrier, in accordance with a. Entry to the attic or crawl space is only to service �BC Section 2603.4.1.6 or IRC Section R316.5.3, may be utilities, and no storage is permitted. omitted. A thermal barrier is required between the foam plastic and the habitable space below. b. There are no interconnected attic or crawl space 4.5 Exterior Walls of Type I,II,III and IV Construction: areas. c. Air in the attic or crawl space is not circulated to other 4.5.1 General: When used on exterior walls of Type I, II, parts of the building. III and IV construction, the wall assembly must comply with Section 2603.5 of the IBC and this section (Section 4.5), d. Under-floor(crawl space)ventilation is provided when and the insulation must be installed at a maximum required by IBC Section 1203.3 or IRC Section thickness of 3 inches (76 mm). The potential heat of the R408.1, as applicable. JM Corbond MCST"^ insulation is 1992 Btu/ft2(22.7 MJ/m2) e. Attic ventilation is provided when required by IBC per inch of thickness when tested in accordance with Section 1203.2 or IRC Section R806, except when NFPA 259. air-impermeable insulation is permitted in unvented 4.5.2 Specific Wall Assemblies: Wall assemblies attics in accordance with Section R806.4 of the IRC. complying with Section 4.5 must be as described in f. Combustion air is provided in accordance with IMC Table 2. (International Mechanical Code�)Section 701. 5.0 CONDITIONS OF USE 4.4.2.1 Application with JM-IB Intumescent Coating: In The JM Corbond MCST"^ insulation described in this report attics, JM Corbond MCST"' foam insulation may be spray- complies with, or is a suitable alternative to what is applied to the underside of the roof sheathing and/or specified in, those codes listed in Section 1.0 of this report, rafters; in crawl spaces, the insulation may be spray- subject to the following conditions: applied to the underside of wood floors as described in 5.1 The products must be installed in accordance with the this section. The thickness of the foam plastic applied to manufacturer's published installation instructions, this the underside of the top of the space must not exceed evaluation report and the applicable code. If there are 10 inches (254 mm) and the vertical surfaces must not an conflicts between the manufacturer's exceed 8 inches(203 mm). The foam plastic surfaces must y published be covered with a minimum thickness of 5 dry mils installation instructions and this report, this report (0.13 mm) [10 wet mils) of the JM-IB intumescent coating 9overns. described in Section 3.6. The intumescent coating must be 5.2 The insulation must be separated from the interior of spray-applied over the insulation in accordance with the the building by an approved 15-minute thermal barrier Johns Manville instructions and this report at a rate of in accordance with IBC Section 2603.4 or IRC Section 0.6 gallon (2 L) per 100 square feet (9.3 mz) to obtain the R316.4, except when installation is as described in recommended minimum dry film thickness noted in this Sections 4.3.2 and 4.4.2. A thermal barrier must be section. installed between the insulation and the interior space 4.4.2.2 Application with TPRz Fireshell� JMIC above(crawl space)or below(attic). Intumescent Coating: In attics, JM Corbond MCST"" foam 5.3 The insulation must not exceed the thicknesses noted insulation may be spray-applied to the underside of the in Sections 3.2,4.3, 4.4 and 4.5. roof sheathing and/or rafters; in crawl spaces, the 5.4 The insulation must be protected from exposure to insulation may be spray-applied to the underside of wood vveather during and after application. floors as described in this section. The thickness of the foam plastic applied to the underside of the top of the 5.5 Jobsite certification and labeling of the insulation must space must not exceed 5.5 inches (140 mm), and the comply with IRC Sections N1101.4 and N1101.4.1and thickness when applied to vertical surfaces must not IECC Sections 303.1.1 and 303.1.2, as applicable. exceed 3.5 inches (89 mm). The foam plastic surfaces 5.6 When use is on exterior walls of buildings of Types I, must be covered with a minimum thickness of 3 dry mils �I, III and IV, construction must be as described in (0.08 mm) [4 wet mils] of the JM IC intumescent coating Section 4.5 and Table 2. described in Section 3.9. The intumescent coating must be spray-applied over the insulation in accordance with the 5.7 The insulation must be applied by installers certified Johns Manville instructions and this report at a rate of by Johns Manville Corporation or by the Spray , ESR-3159 I' Most�dely Accepted and Trusted Page 4 of 5 Polyurethane Foam Alliance (SPFA) for the spray the date of manufacture, the shelf life or expiration date, polyurethane foam insulation. the manufacturer's instructions for application, and the 5.8 Use of insulation in areas where the probability of evaluation report number(ESR-3997). termite infestation is "very heavy" must be in Intumescent coatings described in Sections 3.6 and 3.9 accordance with IBC Section 2603.8 or IRC Section are identified with the company name and address, the R318.4, as applicable. product name and use instructions. 5.9 The insulation components are produced in Belgrade, 8.0 OTHER CODES Montana, under a quality control program with In addition to the codes referenced in Section 1.0, the inspections by ICC Evaluation Service. products in this report were evaluated for compliance with 6.0 EVIDENCE SUBMITTED the requirements of the following codes: 6.7 Data in accordance with the ICC-ES Acceptance ■ 2006 Intemational8uilding Code�(2006 IBC) Criteria for Spray-applied Foam Plastic Insulation � 2006 Intemational Residential Code�(2006 IRC) (AC377), dated April 2016; including reports of tests in accordance with AC377 Appendix X. ■ 2006 Intemational Energy Conservation Code� (2006 6.2 Re orts of air ermeance testin IECC) p p g in accordance with ASTM E283. The products comply with the above-mentioned codes as 6.3 Reports of vapor permeance testing in accordance described in Sections 2.0 to 7.0 of this report, with the with ASTM E96. revisions noted below: 6.4 Reports of room corner fire testing in accordance with � Application with a Prescriptive Thermal Barrier: See NFPA286. Section 4.3.1, except the installation must be in accordance with Section R314.4 of the 2006 IRC. 6.5 Reports of potential heat testing in accordance with � Application with a Prescriptive Ignition Barrier: See NFPA 259. Section 4.4.1, except installation must be in accordance 6.6 Reports of fire propagation characteristics testing in with Sections R314.4.3 and R314.5.4 of the 2006 IRC. accordance with NFPA 285. ■ Application without a Prescriptive Ignition Barrier: 6.7 Report of critical radiant flux testing of exposed attic See Section 4.4.2, except attics must be vented in floor in accordance with ASTM E970. accordance with Section 1203.2 of the 2006 IBC or 7.0 IDENTIFICATION Section R806 of the 2006 IRC; and crawl space ventilation must be in accordance with Section 1203.3 of Components for JM Corbond MCST"' spray-applied foam the 2006 IBC or Section R408 of the 2006 IRC, as plastic insulation are identified with the manufacturer's applicable. name(Johns Manville)and address, the product name,the � �obsite Certification and Labeling: See Section 5.5, name of the inspection agency (QAI Laboratories, Inc.), except jobsite certification and labeling must comply mixing instructions, the flame-spread and smoke- �,yith Sections 303.1.1. and 303.1.2, as applicable, of the developed indices, the expiration date, and the evaluation 2006 IECC. report number(ESR-3159). International Fireproof Technology, Inc. /Paint to Protect • Protection Against Termites: See Section 5.8, except Inc. DC 315 coating is labeled with the manufacturer's use of the insulation in areas where the probability of name and address, the product name, the date of termite infestation is "very heavy" must be in manufacture, the shelf life or expiration date, the accordance with Section R320.5 of the 2006 IRC. manufacturer's instructions for application, and evaluation report number(ESR-3702). TPRZ Corporation Fireshell JM-TC coating is labeled with the manufacturer's name and address, the product name, TABLE 1-THERMAL RESISTANCE(R-VALUES)''2 THICKNESS(inches) R-VALUE(°F.ft=.h/Btu) 1.0 6.8 1.5 10 2.0 14 3.5 24 4.0 27 5.5 37 7.0 48 9.0 61 9.5 65 10.0 gg 12.0 g2 For SI: 1 inch=25.4 mm;1°F.ft.h/Btu=0.176°K.mZ/W. 'R-values are calculated based on test values at a 1-inch and 4-inch thicknesses. zR-values greater than 10 are rounded to the nearest whole number. � ESR-3159 I'Most�dely Accepted and Trusted Page 5 of 5 TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES IN TYPES I,II,111 AND IV CONSTRUCTION WALL COMPONENT MATERIALS 1–Concrete wall 2–Concrete masonry wall 3-1 layer 5/e-inch-thick Type X gypsum wallboard complying with ASTM C36 or C1396 on interior, Base Wall System– installed over steel studs,minimum 35/e-inch-deep,No.20 gage,C-shaped,spaced a maximum of Use either 1,2 or 3 24 inches on center.Gypsum wallboard must be attached with No.6,1'/4-inch-long self-tapping screws located 8 inches on center along the perimeter and in the field of wallboard.Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216.Lateral bracing is required in accordance with the applicable code. Floorline Firestopping 4 pcf mineral wool(e.g.,Thermafiber)in each stud cavity at each floorline,attached with Z-clips Cavity Insulation None Exterior Sheathing– 1–'/Z-inch-thick,Type X exterior type gypsum sheathing Use either 1 or 2 2–5/e-inch-thick Type X exterior type gypsum sheathing Exterior insulation– 1–JM Corbond MCST""SPF a maximum of 3 inches thick Use either 1 or 2 2–JM cc SPFT"",a maximum of 3 inches thick 1–Brick-standard nominally 4-inch-thick Gay brick,running bond pattem,Type S mortar -The brick veneer is attached with Hohmann 8 Bamard X-SeaIT'"anchors,with Ve Bayna ties,using 5-inch-long zinc-coated,hex head self�lrilling screws spaced 16 inches(505 mm)on center and secured to steel studs. -Maximum 1-inch air g�ap between exterior insulation and brick 2–Stucco-minimum /,-inch-thick,euterior cement plaster and lath.A secondary water-resistive Exterior Wall covering– barrier may be installed between the exterior insulation and the lath.The secondary water-resistive Use either 1 or 2,3,4 or 5 barrier must not be full-coverage asphalt or butyl-based self-adhered membranes. 3–Minimum 2-inch-thick natural stone(granite,limestone,marble,sandstone).Any standard non- open-jointed installation technique can be used. 4–Minimum 1'/Z-inch-thick artificial precast stone veneer recognized in an ICC-ES evaluation report complying with AC51,when installed in accordance with the ICC-ES evaluation report for the precast stone veneer. 5–Minimum 1'/4-inch-thick Terra cotta cladding system.Any non-open-jointed technique such as ship lap may be used, For SI: 1 inch=25.5 mm; 1 pcf= 16.018 kg/m'. Nome «� O/' /Z Comfort �I �C,LjC-1 � C �4 I ��J ✓�,r� '�/1, Customer l�t Address � ��Z. U S ��c�k �v��C� �� Ci v ''�c� �- �1 � Date � — j � � �-�� CFM duct leakage @ 25 Pascals � � � � 7 Square foota.ge of house -�C�� Rough in Test. Max allowable duct leakage r � �(3 CFM per 100 sq ft) _Final Test. Max allowable duct leakage (4 CFM per 100 sq ft) Signature of tester Brian Hendrickson 320-221-2273 brianehendrickson@gmail.com �Y�I�q�ej ff (i =, B PI � CERTIFIED PROFFS.SIONAL ,'�ri .rN.t>'.).F � �` � y��eas n« >, .. ,, � . � T '^ mm_�� !►NC�rl1�ld — _ ----- — t � � � __ � _ w� __. , . '. '..:..�.... .x .,,�..:.�...♦ .e.x .�`sYn�,:� . . 4k: . .. . ��..�.._..._.�.......,......�..�__.__.. � ....._: ...:.0 ..:.. ... . }n,.. , ��a'��dtidN��l�ad��j v..• «�.. �? .. . . . .. \rt. ., ..:. _:...:' . � .n�.n� J �\,:X.� .�4. ..... • . ._'_ . '_,.:;::;. . ....�... . . . ....! . �.....'.. ... �.�,�.. ... .. }.... > ...� �... s .. . . A9MWlt�7H - . , _ .. . �".r::. - � .. .... z.:_ , • .. ..__ . .. .�: - .__, .�_.............. ..._.. . ....�..o._ _.._..____w_.._.w..�..:._ . . . . _.... .;._ , . , . , .: � ... .. -��. _ ..;. .^ .,�...`..,- r j..................._._..._.........._............... _.._ __�. ._._......_._..._. �_.._...�...._��........� �,>4:.` :.=:..::_:' .s'3uM�ld�tld�1Mi�SAwa __ _..� . . _ ,._ , _.. ,. , . . . � . . c,;:. _.: _ :-.. � . ..._ _ -. :r�c.... , ., . - ., . .. _ , .,...,. c .. . .. . .,, . ..,• J_> _ � .... !' ..:s� .b'..._.. . � ' ''.... _-:. . _. + � , z� .. � s��rvvnewo�r r s�nnoadav ; .=,'-': • '�.:�: - ,;' s��vtHvnav ai�visNA s��dtnnrnav sa�rvMtao�baa � ,��,R ��' � � , � � � ��.�� \ �� : sasn";,.a�a��wr�o��a � �`� `\\�\\� � : , . � ��a�� '\ —_ - - �y ,., u�? r _ �\�� : � \ `\�\ NOLLd1lI�S�a \ .. . . �O \��. �\��\\`�\�\ . .\�\�`��\�. \ � �\ `� ��\\��\\\\\\\� \�\�\`\�,. \ �� \\�\ �\�`. 0 �r�0ItS30WdVt \ \\ \�\�`��\\��\\ � \\�� \\�\\�\ \:`�: �� \� �`�� t':VOi 3NVH13Hf1AlOd Atltld3'9't3�-fl3S41� �\ �\\��`�\\\ \\�\ � �� 111(?C�.1�,�7 �# �\\��. \�\\\�\�� \ \ s��. \\� � � �,�:.� �� \ �....� : � �\ \ \�� \ � \ "� r � ....._ ._..... . .._.. ... . . ... . ..... .... .. � . .. :. .. ..; � . . . .. _ _ , . . . � _ _ . , ._ .. �: _ . . . �� ii'�_�::1�^..,...: � . ""�' _ � �'� '� � ��S,�a�y,�� ,. /! �, _.. 1Fd aP IIIPuvG� lV1 li.i - a�3�s J(n-�a��P Sv��i � �• O �� ✓�s ��9d�xj ._ �pA�� is a material classified as "air-impermeable" if the tested air permeance is less than 0.02 Us-m2 at 75 Pa pressure differential. ➢ Air Impermeable Insulation — Insulation material having an air permeance less than 0.02 Us-m2 at 75 Pa pressure differential when tested in accordance with ASTM E 283 or ASTM E 2178. ➢ Ignition Barrier- A material, which limits combustive damage, burning and charring, to the immediate area of fire exposure when tested in accordance with NFPA 286 or UL 1715 as modified by Appendix A or Appendix X of ICC-ES evaluation criteria AC377. Prescriptive ignition barriers specified in the Building Code are: • 1 '/2" thick mineral fiber insulation • %4" thick wood structural panels (plywood or OSB) • %4" thick particleboard or hardboard � 3/8" thick gypsum board • Corrosion resistant steel having a base metal thickness of 0.016" A number of SPFI products are tested under Special Approval exposed or with intumescent coatings as an alternative to the code prescribed ignition barriers. ➢ Thermal Barrier—A material that will limit the average temperature rise on the unexposed surface to no more than 250° F after 15 minutes of fire exposure complying with the ASTM E 119 standard time temperature curve. Based on testing in accordance with FM 4880, UL 1040, NFPA 286, or UL 1715, the thermal barrier material must remain in place for 15 minutes. According to Section 2603.4 of the Building Code, '/2" gypsum wallboard qualifies as a prescriptive solution for a thermal barrier. ➢ Crawl Space— Unfinished space enclosed by foundation walls between the bottom of the floor joists of the lowest supported floor and the ground surface below. ➢ Closed Crawl Space—A foundation without wall gravity vents that uses air sealed walls, ground and foundation moisture control, and mechanical drying potential to control crawl space moisture. Insulation may be located at the supported floor level or at the exterior walls of the crawl space. Conditioned crawl spaces, defined below, are a special case of closed crawl spaces. Not all closed crawl spaces are conditioned. The crawl space is not considered to be conditioned when an exhaust fan system, separate from the building interior HVAC system and designed to exhaust at a minimum rate of 1 cfm per 50 square feet of crawl space area, is installed in the crawl space. Ventilation exhaust fans must operate whenever the relative humidity within the crawl space exceeds 60%. ➢ Conditioned Crawl Space—A foundation without wall gravity vents that encloses an intentionally heated or cooled space below the lowest supported floor. Insulation is located at the exterior walls of the crawl space. "Intentionally heated or cooled" means air is both supplied to the crawl space and returned from the crawl space by the equipment serving the building at a minimum exhaust rate of 0.02 cfm per square foot of crawl space floor area on a horizontal projection. Closed crawl spaces become plenums when the crawl space is used as a means to distribute supply air from the equipment serving the building to other spaces in the building or as a means to return air from other spaces in the building to equipment serving the building. File Number: 017-10 Spray Polyurethane Foam Insulation — Building Code Page 5 of 31 . ;- /i/ , . �iE�TI+ON F�� l��l� ��,1 ��i�n. "I"�� r��t��ir�n� r�f t�irs ch�}�t�r �;�Y ��ar��;��a1 t�a� ��,�� r�� €�r��u�t�on �� th� t�t�o��s tc�r ��11 ��uilcl� �� in�l�ut�i�� c� �1��:�� a�* C71tlf.� ti��t�i:�i,�� s � �-� tc� I��use ��ac��:��ii��l a�� in�r �`i.�t��-�.s� ��r�t.� ��<�ui��r�rtt. * K x ��.� �l�qu��s� �"�c�ca� ��ar�st��uct�c�n s�al� �ie ca�a��e uf��°�'��mrrac��a�� 1�� d�c��r��ng tt� S�c;tion ��C�l �nd of zr��,r��t�� t�� t.ir�g lc��c�� c� t�� suppc�rt�n� structur�� I�;��. � � .�� "ir� p�pfi��c��t�� a� �l�►a� �.� Fl��ar as�em�blies,� not r�qu�r�� se�l�� ir� �� c�c�� t�� h� fi��e-r�sist��c� r�;ted ) �� , �h��11 he �rt��id�� r��i�1� �t /,-i�7�1� �1�.�7 ��j ��r�pst�ir� ��l�ht�ar� ��m�;rane, 1�-�nch �1�i �r��) v��r�r�c� �tr��t��~al ��r��1 m��ran�, ��'��r��e��an the und��sid� ��fi� t�z� f��r��r ��'r�min� �mem��r. � ,,, . ��►tio�: %,� ,. ��; �. Fl�a�° ��a��ic��; ls��:�tc� �iret�tl �� . � er � s�a�� -�� %�;; tected b� �r� ��t<�matic s s-i��:l�.�r ��stcr� in � � ' � �c,�r- ��,�� danc� v�� 5��t�t�� l�''�.��, ar �t��r �� a roved � ui�� ; PP c� alent s��ir��c��• �yst��. ;�-�� '�� 2. F1oor asse��li�s locate� dir�ctly� ��z� �� -��1 ;�,��;� n�t �r�t�nded f�r stora�� r fu�l-fir�� a�i��z�s. i;�; ,%� 3, �'ortions o#� f�oor ass�;rn:�l�c�� .r� �� c�prc�7te�t�� when co�np�ying with �hc� �'c��lar�in�: i'° i�� ! 3.�. Th� a��re�ate drea c�� t�c� un�ar��t�� '-� ,� � tic�ns sha17 nc�t �xc��c� �t) sc��`� ��'� p��` i; ; 5tc�ry. �,,. � �� i, 3.2. ��irc� #�Ic��ir�� in accorc��tn�� v��ith ��:ti�r� �,� �'� °��`� ��)�. l l. l shall be install�c� a�c;>n�; th� ��r��- �% �t�r c�f the un�roteeted par�tic:�n tc� s��ra.t€� ��, , t�� unprc�tec�ed �o�•tiUn f�r��m th� remaind�r � �� of th� �1or�r ass��r��ly, , ��% R �� ' �°� �loor as��mblie� u�in 7 dimensi�n lumber c�r a; � �tructura� �n��site lumber e ual to or �reater than cl ��in�`�� y 1�-i��h 50.8 mm b 25� mm) nominal a� � ��m�n�ion � Y d��tr ' or �t�er approved i�oor assemblies dem- ating ��,�iv�l�nt �ire performance. �� _ � . R;302.11.1 Fireblocking m�at+erials• Except as provided in Sec�ion R3U2. 1 l, Item 4, fireblo�king shall consist of the following materials. 1. Two-inch (51 r��m} nominal lumber. 2. Tv�o thicknesses of 1-inch (25.4 mm) nominal lum- ber with broken lap joints. 3. Qne thickness of 23/32-inch {18.3 �c�.m) wood struc- tura.l pa�els with joints ba�cked by ��13�-inch {18.3 �r�.�m} wood structural panels. 4, C)ne thickness af 31 -inch (19. 1 r��.m) par�iclebaard . . . �` 3 • �� article- w�th �olnts backed by /�-inch {19. 1 ) p baard. 5. (�ne-half-inch (12.7 mm) gYpsum board. - -' me�t-based millboa��• 6. t)ne qua�rter lnch (�.4 �im� ce 'neral v�ool or lass fibe� �or 7'. B atts ar blankets of m1 � r ' s installed in such a m�'ne ot�.er ap�rovea� mat�r�a1 as to be securely reta�in�d in plac+e. 1 . • ted for �e �� 8. �ellul+ose Insu�ation lnstalled as t�s ci�c appli�at�on. _,�� MINWEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, �nd ali other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. 2.01� _' �I `� Issued to: Travis Hansberqer Permit No: 17-593 Location: 1720 Shadvwood Rd, Orono Purpose: Erosion Controi—Sin�le Familv Home Date of Issuance: 11/28/2017 Date of Ex iration: 11/28/2018 By Order of the Board of Managers Efi eth Showa er Permitting Techn'rcian This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration da#e. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for comptiance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on November 20th, 2017 according to the provisions of this permit. + Properly instafl and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimenta#ion controls • When the site is re-stabilized and the MCWD staff has perFormed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We coUaborate with public and privcrte partners to protect and impr�ve/and and water for cwrrent and furure generations. 15320 Minnetanka Boulevard,Minnetonka,MN 55345 • (452)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Insaection/Analvsis/AAanitorin�t Fees A site inspection and monitoring by District staff will be perFormed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland + dredging within the beds, banks or shores of any protected water or wetland • a violation .• any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, inctuding investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least$35. Standard Fee Schedule District professionat staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting �enior Engineer $con#racted rate Consulting Engineer/Technician $contracted rate Distriet Counsel $eontra�ted rate Application fee $ 10.00 Gopy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collabarate with publlc and pritrate partners t�o prozecc and improve land and water for carrent and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org Y ✓ ��/� ATE �'T1� V �—� . CITY OF ORONO CALLED IN � � �7 INSPECTION O ,E�/� SCHEDULED PERMR NO.� v MPLETED ADDRESS 7�� OWNER TELEPHONE NO. lo��'3✓�c CONTRACTOR � • �� r�� DESCRIPTION � t~y ❑ FOOTING ❑ DEMO-FI ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBINC,RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ LATHE ❑ 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 OWNERICONTRACTOR TO MEEf Y�OU:_YES_NO y COMMENTS: �� " ofi`n r a � d — w s,� � , c,. o ��' nur' D/s�.l ��6� � �Q'Y�!/�� '1 U f�(� �Dl� �L��S � �}�. p1'! v � ' Q ra G�% D n5 - 2 f�t� � ov�✓' � u�' 2 �ro �G ' � 4 � - s, �, dQ I'o ti'c7 w c 9 n?'ro W� WORK SATISFACTORY:PROCEED��h �w L� ❑PROJECT COMPLEfE W ❑ RRECT WORK�PROCEED � ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑(�RRECT WOHK,CALL FOR REINSPECTION TEMPORARY V BEFORECOWERING PERMANENT ❑(:ORRECT UNSAFE COMDITION W(THIN HOURS. ❑pHOTO TAKEN {NSPECTOR WFLL RETURN ❑STOP ORDER POSTED_CALL INSPECTOR �CITATION ISSUED ❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on sitg: Inspector. ��'�Sv N 1� White CapyAnapecta's FlN Cenary CopylSits Nodce i ✓ C � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED I Z I Z�I �:3 0 PERM�T NO.2Q�7��'�� COMPLETED �woREss 1�20 �l�l G�I�l W�0 �iG� O�WNER TELEPHONE NO. �n�L 2�09'35�2 CONfRACTOR L t v�wi.r.l C c� • �l C � DESCRIPTION ��G�.v"a '�I�� r � � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � �POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 dWNE111CONTRACTOR TO MEET Y�ll:_YES_NO � COMMENT� , . � �bk,��e� c✓Q<L re, �.��s� D � � — 0 .n.�� vl G�¢ /e� ,��6� ). � ° ' �'�gs. _r �o�! � -{�r�rwrs a.-� Ld ve/� W � Q � W /� � �1� �1� L O ✓� � W aC , � �RK SAT�FACTORY:PROCEED ❑PRW ECT COMPLETE W ❑�ECT WORK 3 PROCEED ❑ISSUE CEFiTIRCATE OF OCCUPANCY O ❑(;pqq�7 y�IppK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CdNERINO PERMANENT ❑CORRECTUNSAFECOPIDITIONWITHIN HOURS. ❑pHpTOTAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED O INSPECTION REQIIIRED.CALL TO ARRANGE ACCESS. CaM ror u�e next tnspection za hours In advance. (952) 249-4600 OwnerlCoMrector on site- Inspe�tor. WMM OoPY��tor's Flk C�mry Cop�d811�Notia �� __,__ �_____- � � � ��..<\� _ ATE�� TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �-�—/� /D:.?LD PERMIT NO. " �5�COMP ED ADDRESS � �� OWNER TELEPHONE NO. 3 a��7O CONTRACT r��=�r/ � � DESCRIPTION � W ❑ FOOTING ❑ DEMO- INAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y�OUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTFiACT R T0INEET YOU: YES_NO c�.� COMMENTS:�'�/�� Y� DY � W a � �vc,e..a.�a��v�, l��e��rvo�ns . 1n s�C. �f- 0 � �ra.v� � •7� � U,� - 0 � W ok �- 6�� , c� � Q � Z W � W � J � �RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector.�/r^� 7� White Copyllnspector's File Canary CopyfSite Notice C / � �Ci� DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NO �E��D HEDULED — — ��s1�._ PERMIT NO. LETED ADDRESS � � �� OWNER TEL�P ONE NO. 3 - CONTRACT�w �� DESCRIPTION //`vf"'� ��1�� D S� t~N ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNERICOI�fTRACTOR TO MEET YiOU:_YES�NO � COMMENTS: �� f d/y ✓e fl� /��[r.�`r o� � ' d -b 7—� .n�E. el � 0 .�/Q c e�o r. l e IiC l . � a� O W � Q � " 2 � W � � J � �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT Y1fORK 8 PROCEEO ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOMERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR Will RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. can ro�tne�e��nspectro�2a rw�,�s m advanoe. (952) 249-4600 OwnerlContraator on site: Inspector: �1. a i@ White CopyAnspecfor's FlN Canary CopylSke Notke C - � �;�- � DATE TIME CITY OF ORONO CALLED IN -�— INSPECTION N��CE �� HEDULED �� PERMR NO. 7 OMPLEfED ADDRESS � � O OWNER TELEP ONE NO. - � CONTRAcT�R � ��, � DESCRIPTION � t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �� l,-v- � � � o - /�6 ✓��Ca�.r��,�� /j-� ��r�l� '' � .�1.0 r wt� ��.. JJ/'D✓�be�l � 0 � / . . � L Q L!G L tD r /'�c vts/�l�n, /.J��e�t ✓bd� z �'Qw�,d l�e. W � W - � J W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT NfORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY �ECT NfORK,CALI FOR REINSPECTION TEMPORARY BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�0 OwnerlContractor on site: � Inspector: Whits Copyllnspector's Fik Canary CopylSite Notice � C\"� D TE TIME CITY OF ORONO CALLED IN � �� INSPECTION NOT�C�E�� CHEDULED _L1GL— PERMIT NO.`�� C PLETED ADDRESS � 7 ��, /,/ OWNER TELEP ONE NO�1�/�a�`� �� CONTRACTOR � DESCRIPTION ��`-�J lt� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ 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 Q OWNERfCONTRACTOR TO MEET YOU:_YES_NO Z v�, COMMENTS: S `� � � �� a �F� �/'4�,'✓�°► ,�'ov� ca�pjid4 a l/� o �hs.��:h�1�91�.� ��i L,��n ,�, � o�� '��' la�,� S �� r- � s G. � �.4r- t,,.�1 I 4-�.. W , � j �' ,1-.e✓� .,_ r �F�r �, � tt�� ►� Q � a W � W � j � �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. v y �� White Copyllnspector's File Canary CopylSite Notice � � � DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTIC SCHEDULED � PERMIT NO. COMPLETED ADDRESS OWNER TELEPHONE N0.7�3'a�y��/ CONTRACTOR � �.—/�� JT�(I� � DESCRIPTION �✓�S • l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS �ULATION ❑ 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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � / a /�0�� LG ri=��i`�r!�� . t G�- �rt��r y,��s�.� � ° �- y�i L �i�,�� _�u /J� ��j �f- ,:� 1/�oiL Q � �t,�� - z W � W � � fr,�`� -`f S �y�_ — W ,�WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CQs PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W a �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � C' PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP OROER POSTED.CALL INSPECTOR ❑CITATION ISSUED �NS�ECTION REQUIRED.CALL TO ARRANGE ACCESS_ 1 Cail forthe next inspection 24 hours in advance. (g52) 249-46�� OwnerfContra o[ n site: � � Inspector. "� �'�' White Copyllnspector's File Canary CopylSite Notice �^ � ' i � ' � � Z ATE TIME CITY OF ORONO CALLED IN INSPECTION N TICF, , �SCHEDULED !L�-�7`-`� �� PERMIT NO. � C PLETED � ADDRESS OWNER TELEPHONE NO. ' - � �7 CONTRACTOR � DESCRIPTION '� � � s ��-�� r 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN T�LE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ��SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTtiACTOR TO MEET YOU:_YES_NO y COMMENTS: W � � �0�� .�'�r�,� �� ,� .,�,, � ��.��u�. �/a ' � �-� / �<� o , L .,� o� �rl��l�l� /^' 7F6 G� G��o%K � �l�L� W . / � �i� rrG dr /�lr� �/w �/1 4�- Q 2 i-i� GJ4�! ' ,%PB Gorria.- c#- � < </• w � ' W � r � W�nc to�r.✓�� u�e�Q � ❑WORK SATISFA�R�5 EED �r�� ❑PRW ECT COMPLETE �„ �C'�R R E C T W'O R K 8 P R O C E E D �� 'C J I S S U E C E R T I F I C A T E O F O C C U P A N C Y ��CORRECT WORK,CALL FOR REI PE ION n��(��_TEMPORARY V BEFORECOA/ERING � PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED . � ��INSPECTION REQUIRED.CALL TO ARRANGE A rof/kb�¢ M4n�c f's��6rj �.1- o D/l ��- �+� �KfaL �� Call forthe nez{'i'nsPr on�2 urs�advance. (952) 249-4600 OwnerlContra on site: � Inspector. CopyAnapector's FiN Cenary CopylSife Notfee . F1E1fAtION NoIE�B. ABPFWLt 81N1CiE8(60 W1�7FM1') OPIIONAL rET�4.ld?OP8 9L6�HO1ED. , C�dR BNAI�&DNG P9i ELEV. Q �� T � n eo.a�.ea�e�r��ae e.Ev. �� 16 6'MRA7EC fl�iTP. ��, i•MRA7EC YRmQU iFaM 90N�B T7P. aunei�wato upt N?[- �� p �,,,�,��,,. �� o " � _�161Q� _._y�-- rrttx � �� ERMJ�TD PE¢ELEV. LII��W�L1iNL 4� "'______'_�'__' ___'__ _ " / \ -.�,``Q D ; �, �V4 7RP7 ED. 7 TNN QR liQE P9i ELEV. .... .I I!t'1RG7 BD.Or£R , . . �--...�„ ' s �_—' '_ ' �" Y i ZlvII WA i � __ '—'�y} a01 EAST LAKE S77tEET ..�+` i � ... . ................. ............ � `� WAYZATA.I.RJ 35391 �L � �� . y�bQ -—-— PM1one:952.671.8'TTl �■ FA7C:952.473.6222 � �.. —_ __'_ ' 'y__ . .._____.___.....__.. ' �� \ K ..__.__ _ '__�__.__ I � � r o � � I � � �� a� I �� , I �• �� '� � 3' I �� e I n ., �� -- � I i .. ......�� Y/Q�........ __ iOrGFlIElLR� � o �,�........ ............... . .._..... � � Q z � - e � ---- -- K� mm -- ---- Z rsoY iroa w e�w w ew --- r --___-------.._ _��' ' . ' - n - - - - - - - - - r .�. �I, �� .�. �• T-- __ __ _ � ro• �''. ' �F - - -_ � � F -_ - -_ 00.' �O� � _ �' �• �• �' _ -- - ,. �.� � 3 FlL�BlOWf1 ' �y3' m -' _ _ _- W GWR.tYOt __ - _ _'_- , L u0�+�� _ - __ _�B� - ` __ - _ __ �B"` _ - __ - $� �� RGIOtlOR ��- 7Q��R��F ; _ _ �Y_' _ _ __ ' •p• •q• ., � _ _ ' _ - ' _ _ _ ' _ _ _ _ ' � tOPQBLOB Y6Y _ _ - ' _ - _ _ - ' _ - ' ' - ' _ - _ '_ -_ _ __ � .,E.....�'__ ' , � � - LRNLlPdLE lLVb'_ _TQ'Qll.dD� FR�OWt ELEYAtION `r ' eea.e.w�.�.r o.aret� � nen�r e�+�rr Ee teo maeeei+m � � orna+e�e�rx Aoore u►��. � I cEnae au�emrt��e�v. � 0 �� p 00.41��0.6T7EN EmMYa PEi ELEv. � vALLi �W �'MIRA7EC fiiff�i7P. I' • ( \�� b'h9RAiEC WRDGIU 71�9 80N�0 TTP. � : �, 1 j MAPMEL 7RIM B�lL�B FEt ELEY. BRA[7�16 PER F1EV. Q ....................................._...._...._.......... a4 t'7Fi1 Glt 6iRE PER ELEV. _— NIt7i01' / ♦1� __ __'� �� '—' � 14 _—_—� }—— —- r�rs � # � t,,e. r W �g % �� 0 �al� 4'-O' �I rcl'I �4 �y�� ras e�-3 Q � Q� "�� r r re mg� � � �� 31 � � � �RQ�� M�LR __ _- _ _ -_ 1Q!O �""4. �� _�_-_ -_ _-'_ � �e¢or � � �� ---- -- K.K� ��.m� W Q �4 —_—_ �. � �� r'O' —� � �ev �� o � G �• 'C K A�� A� Z 6�1 p m 1 RaOlem RW1lek m r '� a � a y,v� �i y FlI16T ILOOR a a r •A• •A• •A• q�Rpq� � � .(�TQ°CF!LL'!LR _377Dl� !l7DY_ tOP�� '-_ ' __ __ Y , -- � . 93�� __ _:_._ - RECEIVED 1 -__... _ . � ....... ___.. ._...... .__._. .._... ....._. ._._. � .�5.' � NIGHES!EX 9'�__. - ..__. ._.__-- _._ .............. ' _ + CIP1WL fPALE w� CINyL CI°.d4E I TOP CF lLAD _397�' lS2D'_ 'TQ°CF YAD� �--- z �AR ELEVAtION Y NOV 2 9 CUi/ � o� i� �.�..�.o. ��m�.��a��,� crnr oF oRorvo , � � a � � � � 0 m � a e, e,m. 41!NDOLLv R_.. D. ..__J, J4COi5 RO. ?'-0"L-4RKaE ''�m" 1 WP.DOi5 RO WIN�� ` I � I�� I I � �'� � I I �� ! � r�� ,�� I I I�� I �A� � �� I�� r-�� I I� I I I �� , �� , � � � � � ,� � o�_s�.� � � � � �� r. �-0 � � � , , � , , , , , �� I� II� I I I I� I I I � � �� 6 s � � Y �p � �, F� �'+ - 4� � ' � � ' a `. -------------\=- � '•. - - - i - '- '-- — -------' \\ i � �� ,, � �� ♦ , � � �—� �� n.,m. `�. `�, g � �CF �p I a , d a �, � ti � � g v � � — � � r___ F � !.%� �� ' I D �o �� ap � � � . 6 � i � � � ' � ' a �----- 'V � � � a � a � ,d � � � � 4' � � � , . NN � �4' � �t p �__—"____"__- . B � vq \ - � I __ _ � ` 1 �� 7 R �� _ \ / � a � � � �, 1 m �� `� �� ❑ ��.� i ,�� ' �� -- - - - ` �\ ti i -�i � � � :a ; Z � I� I a � � � 6 �R � � � � � � � � � � ti ; m ; , � � ; , ��.g;a � - -----------------�-------� j �Fd i . �Y ; � Ff � ! ,; c.� I � ; /�---------------� ' ________�_J_______________J _ _'_____�__""____"_"_"____"___"___""_"__'___""____"__"__ : _ "___�: � � l i , � � ; „ ;� � � �d d 4 .�q � 4�`� . ��6 � �� a-e��ve,rt � � � � � � 'b I �-�.�,��r �,��-0� Y�� g � � � .� r- � � � � � g � � � O I� � I I�� j I � � � � � � � � � I�� I�� I I�� I I � , � � � � � '�� j '�� i I �� e_m, �� e.m„ � S_e. �� °� —� � � � WNDOW940.... UNCOJS_RC I ___._..�, � � ......... .... ............ ,K____— \�CCb RG. �_ WMDO'J19 RO ,��.....'_ _ _...—_ N HANSBERCsER REgf DENGE �RAWMC'D£SC.RIPTION: ��' �g 2l NOVEMBER��11 a�K a ELEv,eTiaHe � x�5�'� � N n2m SHADYuIOOD ROAP PEF�rtiT ser �N'� OROPIO,MN �� — �� v� 9 � 7 - � � A O �_t. m - 0 � � � '- 77'-C �� - - - - - - - - � - . �� ; y� - y�y� - - - - P-O` ____ - -_ - _��: ♦ / _ - — _ — � P• � r .� � �' / \�� S 5 �I ' �I �{ � � � � �� t Y'TA I I _ � v . I . . .....�.��..��e,�� ....................�.�........��,.�� . �. �.....��.. ��....��..�� N ��.....................��....��.�.��.��.. '� .J..................��.�.��.��.��.��.�„�....��...��.�� .��.�„� �........,.............�....�....��..��...��,.�� , ��I�� . W TJ]dl19 � 9 T � � I � I. V/ I ,I - I .• vi ________ ^'I I I I h'-� I I M'• _ q � ( � — — — — — — —��_1 , � :�---------- ;: ' � ,� s I�� .� ,I �---------- � a � I : I . — - - - — �� .A,. _ � . � �q Y� � F� � E� ��i�ii��:11y��i��...��.i.i�..��.��i�.��.��„�� i�i� iii�iiiiii�i��iiii�iiii�ieiiiiiiiiiiiii��i�ii�i�� iiiii�ii��iii��i�ii�ii� ��.�.��ii � „�� iii� �� . � �, I ,� � � , � �. �, „,. ,.l� � �� . .� I � � � � I I ' � •. ,� � �� e I Y '�.:, V < -;, _ � I I r i � � : � �� I , , � � ;. � � � � � -' _ � I I I I'TJI I I tl'T I�. a I � � _ � � I I - 1 I I I � ' � � $I � ;:: � � � ;; � �. � � � I o I : 4 --- I i. ',I I I I . �------- € Ir-� � I € II � �� T ' � J � �JI �_=J J � _ _1. � 5AE wr � F � � d � ` L \ n � � � t� a � �µ �� s � � �� N,4N8BEI�CsER RESIDENGE DR.4WMG DEBCRIPfION: ��•�. E g W 2l NOVEMBER 2011 a�kN a � � x y-1 FOIfOATION M.AN �� PRENd18 IBBIB DA7l8: �u a oRo�rlo MN ��+�r ser ��s m — N�� r� • 2 � ea - , - r� '- 7yi' , �ano rrsace v�s r--i=---------_-------� ,,. -- ;�.�. , --- -- ,a,m L :'p'�' �.� ; �1.� ---- �...e� —��, ; � � _; � i ;i i i � i, [ � i ! °y'i i wl! �'R:I [ I xma ' ��I m��as� _ ; �_ [ otraa,eM+�aon I�I II� I I �� I I i �' I ��„ 1 E I ��wwam� � �i uea- ---- � �rnone�vsZ.a7tsm � WAYZATA.FIN SS191 � � I I I ��f-�—__��_ __11____ ' � _ �. I I I+ 1 01�0� Il9•�I I I I �� /,/ �'� FA X:9 5 I.4 7 3.6 2 2 1 ' x ; � ' ----- ; � .� ; � �I � �--�� ; - �� i°��_�z I I � � � ' � � � � � �� .� � � `-� �� [ I C� � I�I �� ' l I I e � _ — ^y( �1 = --�!_-- ' -�a-- � —-LL - -- -- -- - � V N�v ' � I � i i�------� I �-—--_ i_i `I O ! �. _ y,Ox A,-I---I�-�- A�l1.12 � n , � � ri W s Z � � - �' —� +� � � I C I — I I I � �—�, _ _ I I �� ,� ; ------ �� --------� [ I �-----� I I :��; ,_� � �� Z _ , , - � . • , , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,�,,,,,,,„�,,;,,,,,,,,,,,,,,;,,,,,,,, ,,,,�,..,,,,.,,,,,,,,,,,,,,,,...,,,,,...,,,,.,,,.,,,, ,,,..,,,,,,,,,,,,,,,,...,,,,,,,.,..,,,,,,,...,..,.....,,,,.....,.,,.,,.,..,....,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,.,,,,.,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,,,,,,,,,,,,,,,,,,,, �,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,...,..,..,,,.,....,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,. ,,,,,, ,,,,,,,,,,,,,,,,,,,,,, , e,,,,,,, ,,,, ,,,,,, i � vx�,,,,,,,,,,, ,,,, ,,,,,,,,,, ,,, , w I� � . r - § �� i Y w• I-IN• •-I• • • N-lo' °` r � � � � ' f� � � »�.� � v�-l� ; i �c. �I I �� I ; D crmr iwe�s i w• � » [ T�'�E r- [ I r��-- �� -=�E- teMNola Ys4MOR �ELOPEE� � v_ �'Yaa �'vsm �'_� �uae�oa J�exaa wur d!F�PI lY _ Y IR W le. j N Q�4L MD �yp q 4L �p IIOIF R1tlN� = M n -\ 4 � o�a'eoneneeoivr � _ _ o� s�acr � E/�\! e .mnwcmaeaz � _ na i roao � au.teo .��wt � \`J�% - ` � � ��, �� w• � -e m•� ��-�vr r.r� Y. e,��; � s�-i vr�I I r-e vr ; nAOc �= M`G♦.o��o►IDli �' ' ' f��D !ID � � � �7 : .�L fMM W Dm � WLLD {''Z_ IYIf LIIC 1WlLII! �^ I _ �amaai lp+� _ � ,waace m,w ' � � ; - - - � e � � ' � _ � '�+� ; m = A = O = m = o = � _ � ; � ' aoiame aoiam aaaas .rew.wv .rew.wn .rew.wr. _ r---- N A� _ � I � i O �� o�eu�r-w �� - � I S o r"r^r �ee�o � _ - 4 i a � 4 a �R� - �� , � � ; x p I � i o � li . � .rew�. : .r� .r�i�sr. .....~ �� ( ��. � I. i = i i� '°' ,y k J�L__j�& � � j ;�� ; J .g i 1��,J I!.___-_1 Y � 4 V ... .._. ..... ... � � � �—=-- I � ' = �IS i �i• ' �,g � a� � � ----��' 0 ; i ' ' � i ruc.rev I —�———� I '� � rsrc w � � �zj -- � } � g � �--— , e � �� ..... . ... ... ��,� �� .¢ ..�.�..�.........� + �� 1I I .� .�. �. .�..�.�. . .y.r �� .��... k .....��.� . I I 1�.��.� � ��...., �� ..... . �� i�� ii��.ii N E ml.� �x � r—�3IS i � �— t� �'� i�r,,,,, � ,,,,,�� " � . R�� q < ,,,,,. � ii �j 3 I g � I � � �\ 4 __ I � � �!51 � �i� �n � � ]q�� 9 g P '� � I� wiiu I I wi�Xiu v�• �� '/ I �"` I \r I�i � i i �� • p I L_ � Y ��, 1 � � �..� _ Y /' � � p I �� ! �I i1 I ��$ I I I � 'I . � ni x I �{ o,v�l ��I%� I I I ii �' i wt�.°u�wu � mw��—�mo/ r.i w wT.uui I I I' _ * i O y u �� °_ � � . �' L—_-- •� t g� ��ve ��r. �� rita Fi�� q�� '�.� � "3' ��i �� _ 4 � � �= � ' _ F ' ---------- - •T��i --- � i �� u� �� F�� _ _ � �� Y p �ne�aowueecmie�w 4 � i , I� ' ---- .. I---� ; /� ��_0. i n _ _ wc ian ► � ��,�_*,,,,,,,,, ,,,� 1`"y--- - ------�.__ � _ �,,,,,,,,,,,,,,,,,,,,fSTfr�L,,,,,,,,,,„�,,,,,.,,,..,,,!,nf!l,,,,,,,,,,,,.,,,,,,,, ,,,,,.�,,,,,,,,,.....,............. ,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,, ,,,, ,,,,,,,,,,,, „.,,,,,,..�,..... .,... ,,...,..,.,,....,,,.,o,,,., ,,,,,,,,� ,.. ,,,,, „ „ ,,,,, , ., ., .. � � V/ � �t � �� i $ � = �� I� �x g i � § �� { i _ � �� p � i b j � � � Y � � �,. ., �, e= _ ." = �� , . ,. , : ' .� . - , ; , �g ,� i i i � .a�.�� • �, + � ��, � � �g —,�,.�;w-; � , � ..•o�v,.n. �---�uw�'� u��u � II O O T II � � �� i�i� 4� � � ------- � �� r — �y j � � ;�x ��9 —�I X � � I I Y = � �� •�� = � �"'' � � �,�� _ � � q g'� a ii , ° , �� ——ii r � i i4 � �� x i �.� �� i� �� `�� ii�4 � �i �6� '� � ii i �� i __ g I -�-- �\� � � �i � � I _ • : .... r_, �J 6�� e � -- g I i — � �� ' � I �_ r•iwx�.�wr. Iraw 'I 5 ' �4 � � _ �� , �� ' �r = rn - � = r = r� = � = = r�• 4';' '�. ';'_ � �� g� �� _ �� ,� � �� 18N1E DdTE� DRAWMCs DESGRIPTION� E_ � N,4NSBERC�ER RESIDENGE ��0.�� 1�NOVEMBER 401� %��; �� Ns.� � � nso sN��oac PErd"tIT 5ET p��s � _ �� . �� Zr r_____—____ _�� 7-O' i �.� •1�-0� � � �� T� �� =--___--_____=_=___—, . e �=�'r_� -- � 4 � �6� � I� T� T� I� � P $i �� i ---i I� in � E-� �I .�.� I �� I � � a • � �j �a �,Q �,� i �,{. $ '�' �"' _?,�_� � _—= '� �� -- �I m II i J, i •. �c ,� --� �.S I'.6 iiJ.� L _JJ p . �� (d � r_ __ L@� � �I z – � � � '� -- -- -- -- -�� , I � I ----- ----- --- -- - --�� I � L _ �3 Y �� p p II � � � �I q ` � � `°� z� � -� I n � � � �, r I� �� I a �I �� , T �I �N i i . i F � a rr_ � I il � ii � � II�� I �; � a y�p• � 6,��i I�'�' �� W 1!ffi.1llfilt �� i �I � '� � i i 1 � � 4 ' S 4�^ � i Q � :e ; �I F I� ;' ¢�t _..._-............._...____..._-......- �_____ �� I� ��I � �� --- � --- �' II - —___-_ __�_= II _ ii �� I � I� �;I t•-6• � I I ��__ • � � �� _� - 1--- �Q ' � � � � � � D � � �� odrseoe�r aFmee � � � - �� •ur t�• C 9 W � � �5 FAEGA IEK�If s 0� a► � ,� p � ��= § �� d � �� - D -� 1'-I W RA7E 113L a O I'-P ��a ��R 4�'�� -�4 I� �, � a ci � .I�k e�uawiwwe.ww .� - � ' ll � + o ' Il ' ' liil �o i � � i � �,, �6 I 1 p�� y PIOG � � ��7� T �''-''—�- � a� 6 � ��a �� g� �n 9� �111 �� S �� : ��_b. �� i �� 4� �� L � _�__--, � � � � 6 � _,�� R (� P pg �b � 4� a s �z j � i,.i. �. �z �� `�• �� a� g , ; __ �_ � ; _� a ; - `--------- �� ;__` =, " �� ' 6 � a( ,O O� �p. F � .4. p�_��. 6. . a� a . . . ..- ., .� � �� p .�o �,� .y � � � r-�• 0�J � e g � � ��ap 7 �� T 4•3� L F �� S 1 C 1-O' O �� - � � � � � � _ � 4 O $ 4� 6 IA�� I�� I I� , /4. , „ yy � � � �� I�� ". I �� I'� 4' 7 II' b' 8'-2` , g•�., i � WMDWl9 AO. WI4LOJL4 RD. � ��Y": �; �'��§ �� p ��■ �� E�q� �� 6a�� -� ' � � � ��=� �� ¢� � ..� , � .�S > . � � � �� p� p �q � 4 � • �� 3 g � �� p� P � A {• � i $�� i q�� q � � � � �9 �� , � q�g V� �¢ �+�'��Rp{� � � � � A� ��f � �y!R� 8 _�� E � � � * � � �� ■�� a � ��IA� �� yF[ � � `��p" �� <��f�� "' �l �� R �� p�� •� 9� q ��Y � � 39�a � �• s' a � � � � �`� a � � �� d ��'�� a�� a�a �� : � � '� . �.� � � a� �� g � � � � a � A� �� '�� ii �¢ ��t � � � 8� �� 9'� i�i �� . R � � � � � � � � � �� - a �� :� �� 1�� . � � � � � � � s�� . �a � �a � � � g � �' 4� • � ; ' � � S� � '� A s � �a� � � � �� a,�� f g � '4 � � � �g � �� ln3� �� i� i �� R � � � ��1 � � �� g � ��q9 � � � � � a � �� ,.�_�.�: DRAWMGDE9GRIPfION: � E_ � N,4N8BERCsER RESIDENGE �,�, 7l NOVEMBER 2011 x��y � j(� 1120 6HAD7LLK�OD FaOAD PEpNIT SET � ��'S V o�eora,ra ��m �� Q ' �� IBDLF 11� Q er da��e� ��, a° �L9,• . n � � m oocw T�1�W,0111MN IIO ViTL�IIM M � \ � ��OYD�C�l��IG \ 1� 1DA�IPW� .Of�i./IRI�.L�II�IIiAI u��ww one�wo�cr cvr�x n�wn� xarawwca�o�sisav�c �� e � IO� —' _—'� .�ono�aa�.rcWswo�r�rc y'p 0 w�w�aoeiac°s��icrs�in�rr a01EA5TLAKESTREET ��OA��TM WAYZATA.hIN 55397 ' maYflollwaallaYlte�nNlYroC�roc�LL lW��3 klALl. r �"°""..��.`a'..K'o",.°°'�.o� Pooee:952.473.8771 ��aT `�� FAX:952.473.8Y12 ()i A��R#IEYO�OARIEY IPOI W M R�l1 �.. AO�P�IO�YwM�,C01��A1ML�. � a,�� O60MflA��IW.LQI1fiM ip Oi. wIMMC/ILWi�IG�l�lwil.NC s �� NOfAf�1C�Y14tlP,K�YLLIMJIlIWL�R# /111'C�OMIUL Ct Im11K OYII! ``� % �• -_ �� r � � � OTCRLB! __ ___ MLO�'RD�'MCMTAi�IRfIQIIOOLQrI1D. �111yyy siriwcaw rwr OfI011QlNIDQfl�l110f1P0{lCM11QIHA'QMC[ � 5'-OIM TdVI' � T-0• T-T Ti' •8 Q��A�� MLAIq110 q'1'Lm.OLTt r!!dD7m. —� /i.L DI'NkxY OHLL IU1r�Fl�Cp4 Or�[ �C�tm 01� Z �� Ii.L 0�'NO!�OQOI110!TO d Vell�OY � `` � �I �l�LLCQIIIYCWR ^ •�. •� � � i .........� f-- i • ��I 0171mm O1'A!R!! 1 pON6IIQOlO� � m o� ALL a If/011r lD�7•Ji/IKM OIIl� — �� NDIp. . °tt' Racw � �� NL�OD bRid!OOIC7lR 10 11lAlm. . .. . +� 94V6'' TOPOF_EI61.R�-s OIIl�NOI�JRCiQ!'L/INl!'IKlM Y CCNlII�ICIIfJI lIIOLLD�!'�lORm 70 G71!!1� �c�ir�won°�for[ r r —' '— R�R Q INrO�A OLDlM�Ol67 CYOM ID p=+tr��dr�+�- �Jr�ur r�a+�i�ae 7�0 LOCAL IpMR►RMCIlO�1 RMD/l0 �� S�BI14 �1p All�00!�IO DOQ!r101LD��WUTAm!'e! �' f a7 cwr�er'ke �W � � �E7S' rOP OR� FIIprI�G111l0 NUIIJ.AtIOq I�ORl110 o " o s vr mc eus - - RA/1!�a1W�6� MIrO�A Ulll aserarow o " � o ,��Mp��+yyLL�� wtt��6 TO NRa1LL�I"�IC y6 RM1,7 Y nM�Op.1'Ai - RA1t QlN�OfA ILLM 4G7p1�M. �nwae ow��ns ie eur e�sa�. I 3EGTION ��, sexc.vs�.r-r �oa ran n wov.-wrw �a+uu e�ta • ie.r�.r kt�w�e e�aa �u kt.wa.�ocw uo��.o rna► w moe aiean�s ooao mre�e.�a ot..�ww sr eintee sNwa.e�a►iwe�a� mp r�`�"arv°�"sr��i.�rt � �r.n!eo.uu� � l iaocF twbeee r� � er eirr�ma� �' wMoeea�t.rcart raea ra■r►w�ne►,ieeueo �w.r►w�ncnw+eo T rIR1Y�L RO'm QB N IORI / (mOF�8 �El1lD O1'A!!�!L�l� - VNLim� �j � ��F�� wYlimGA �y -_ _-�� uY��AL��rMR �� h��W�. � � � rrw�rv�o,w��ee-waen�ae �e�ea�.wMtts 4 i coNIN�aM IroLr vMOR eA�1le-�IL•!!AL Al1 W °� � � � � ; .�,.��. V �� N'd.,•�..T.l�.l�L�.M�1� � ■ ❑ � - o�� m�� I !W L 1 a Rt�DODlIO{AOR (� Q . __ �!I!P R__�� ltOQ!11�M�AIOMI!A�!RMO�RT QG � 1C� 17 �e~r°e�e°e�° uer�eina� ��er�e�n� � YL�00011l00llblp. eeee � ` � Q'IU1'�D 41C1M71ML�Ir11F71 b -- ---- M'd1T.m.�lMMmMEM �/ o �.�o+ !L � —� r�en� � � � Vl'x W M�q!OOL1r�S'OL � � PA� 2M1 11fN�OI.L�Nel.�. no �, ;% � �I ruraw�oraG�wtu�x-�aotr�u�n.rw aK�w�•wor,-uo�oartvrna�+cawc.-aw � � � o�I na�eu n.Ne � ,� ' ❑ � ws wLL v iar rs�.oae�ae�eexae ae eau� ��; rRwcacra�r�-�r.c�wrtrx-nsoarw.e� � A ': RM1 � M�� - � YlOOOlMI�l1CRRMql�061L ' a ' nlaWqrt 14W noae 99k96'PA1I0 S779Y TOP GF MSLR ! !M•GAC�LA6 = 3 —- _�. � r�av wuwtw� POLT VMql6/q1� eew eiw �� ':. ��.1 Nlmlql MD Dft�lq!DM�1 l�t 10 a!!�IO�1 , `�� 1A �usrnaa+ o.�nci�°1a�'ro�Oiri 7 � ` �IA F �� f � ans- -taP�aF� � o , o 0 0 'o�r""a`ro"'1°,w o ' o u�'°°'�`r�."9 w 1 � �� r,wnmro coPrw�ur smn,.n�xalloeR oea�wa�uP,rt�c. $ $��it�� eexe.us•.re � � � � � � m � � � il ��p � II � II i � � II � � � � —__—JL______________J ii -----� �� p --- o r--=-=-�-_- -� � � � �� E � �� i � � � . ; , � ,� �� 4 �� - -�--�� i ; �ex � �i ;� �� 0 , - ;� �--_— ------ ; i ,� II ,y, � —— �— __'____ Y L y � I r �i � -----� �--- -- � �� i�� _�--_� r---�--�---� � 4 --- � i i�---------,i � ' � � � i i i � � �i � � � ex � � �----�-- � I I L---J I I r------ — " A�_--- � I I i r +----- I i i i ,� �, r- -- ' i i � ___i , ' L_____J I I I �� ------ I 9 I : . I I �————————————� ------ �q ------- -----t---— —— '------ � � � � �� -- -- I � � �----�---�-- � � �TI=-- � � -----�------ ��i ----- , � , �-I� , � i � � � � � � � i , __� _ ..�}...... � _i__.._ �,� _ �x -- !-=- __ ...__ _ 1 �--- , I � � i — i � r _..' i �_� _ — i — �—————— � —i,� II ' —�----�---�—� � �� Y I I i �.. r�---- J $ I Ir---- a � � ;� � ; 6 � II � �____� ___ �� —iT � i � _..........., i - — �` —i--r �— i — i ; — _, .-F-.... ,}-_�.... — � �— 6�i ii ! ii a �i �3 i � �� - � � i ;.._..__� ii i ...............: 'Jli I � J �� ---- �i i � �� ii � � �_6" j �'�ii i .m ' , —, �� I II ex I — —— — _ �-— �rn �� -----T-- --_��_ � n �� ' � r �--r, i i i (� ��\�`�. �`` i i i �D �� U ��..� �i Z tg � � �� 0 �' � o' � �. ,�' » b �y � � s e � m a �� o� �� € � � � � � � � � �� a � � �� g � � � � � � � � � � � � 3 " Y R � � �� ;� �� _� �� ° P� � � � �� y� �� IW f nA1�; DR.41UMCs DE9GRIPfION: ' ,n�a m � HANSBERCsER I�SIDENCE �,��,�,,, '�"°`�'"�ER'mn x��y � rn I120 BHADYWOOD RO/1P PERMIT 5ET � ��'� - OI�ONC,MN �� 7W'd110tl�7 N'�I63O L13ONVX3Tv"LIOL 1tF�RLtdO� II �O 6 Z� .o-�•.fn�a�rr�. 6 .� .,a.�,� rro��d �3�a a�ddn � , _ � .� WW[ -NITl01 �w -� rr------_____�1 � �viao��r+4 I I . � ��______ ___-__;� .� U1 �+ouo�o,moawn rvaa iv i� "x �i iv�av3+�noaran�� j w�TM� I �.—� I I 0 � i ��I I � r3enaa�uo mia,va�tru �� — , r � i aia�a.ioa�eidvem�� _ -�-�I'---I �$ m � � � � I J ��,�-N��-� �� I 0 �777�� ;� � � .�� - V V' '1B3R1�Ii13MID� I� --- —-- �F O P •�3nai u�dn.o77vm aio�w �I D v ,��,��-� ;� m �; n ��,�,� '� ' TV t109 4�JVd lVtl4' 19 "'_'__'__T—_ m d10Ql9 NOBNtM 33D'�A7 —,�;"-� \�I� � �., � ; �� —, —��`��..�-7 i j 7 � � � � � I, _— _ � . X �x � �� ,,� ----- - N II m �� I $� \� I� I � I� I �nrrey I� Lora�wR � L__ _—_—_ a4�am . -- -----=k==== ---- I ii=====----------- ¢ � � . - --�- - ----- - -- � — --- ----- ---- --------- , ___ L �_��_�� 1 i � _ __ f O � � ' iL 1 %R � �u�w�m+wAuyaov I I� �+o � I ❑p I Y � at[' woaruw�oxww,wcr,wu».000�- I I " I I ,�o °X e•�vai��aN�� I � I O � ; - ��_ ; T� - �.ea�aiwsu3tuoaa�a.inr• � I � � - . varoey�.ap,�raxnu�aour�o�ta�na I II � O ♦atumham�urrwaam�mvaus� I ------ I i F_�___� ��=f MOIT�WM0OM1Ad•3Y/J/.LL � ____:_____ ,.,�o.�n�.w� � � � � � �� ` '� 1 1'I � �� , � � � � � � I�: I # � � � __ L __ �� I _ � � ��° o --- „' — � ��.,,�.. � -, �� A �,�.,�� I �' "" I � � � � � ' '"" i —, I I - s ��,� � � 1 � � !� � � _ � � 1--- � 4 n' I � � � ��—� �—— �� ,� ;��I' �,�,,,�+ r a�uwia�onawm � �j, � ax � . �cuw.rr. �t �� /J/ �%� II ------ waum LZZ9'fL9'Z56�%tld `� I .—.._�L�,II liiv'£L9'ZS6��4d 1l�LiAMF[ � --.."—.. �y 16fSS MN'tlitlZLtlAA � y�p I y�xQ_ � � 73iN.LS 371tl115tl3 IOb ��Ty�� : ' z fi MiVo a � � ¢ � � O- � �� --------L----�-------- "` �,�.. � --------- �� . �� m - a►e�„oa.u4� . PNwECTSCOPE w a DESIGN OF CAST-IN-PLACE CONCflETE,STEEL,AND WOOD FRAMING FOR A PROPOSED SINGLE-FAMILV RESIUENCE. � 'V� Alexander Design Group CANSTRUCTION IS TO BE DONE IN ACCARDANCE WITH THESE DMWINGS.STANDARD INDUSTAY PRACTICE,AN�THE INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING "'� �O m i REOUIREMENTS OF TNE CODE. (MIN.LENGTH) BOTH FACES w/Sd COOLER NA1LS OR TVPE 5M/WALLBOl1RD SCREWS s �y - �§'MINIMUM STUD PENETRA710Nj @ 4'O.C.PROVIDE MCREASED � a F4r-, GENEMLIqTES FASTENINGREOUIREMENTSIISSHOWNBELOW(ASANALTERNATIVETO +. - ��.; , - -- �- . � - -- 4O1E�AStLaICBSt�BBt ' 1. THESE DOCUMEMS APPLV TO STRUCTUFiAL ONLV.REFER TO HOUSE PLNNS PREPARE�BV ALEXANDEH DESIGN GYP FASTENING,SHEATH ONE SIOE PER FRAMING NOTE 6) ,-- ,-; . -.-- .- GROUP LAST DATED 11-15-11 FOFi MORE WFORMATIIXJ. � y,� � y f �-7. + , Wayzata,MN 55391 2. R IS THE RESPONSIBILITV OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO 7HE HANSON ��, � � I 4 GROUP WR REVIEW.PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOH TO CONS7RUCTION AND 2.�q BLOCKING �. �. `. - F� '�, �/ - $2 MATERIALACOUISfT10N. BETWEEN '�. . � i3)9�e'LVl�--� 3. ADEOUATE SHORING DURING CONSTAUCTION IS THE RESPoNSIBILITY OF THE CONTRACTOR. TRUSSES NARED �~„J � 4. CANfAACTOR ANO BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDRIONS BEFORE PROCEEDING WRH WORK. TO TOP PIA7ES w/ ��, E � � �� ryP' Revision Dale DascriptlOn NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. (3)etl NAILS EACH � '�. ,��T HOUSE 5. MEANS AND METMODS OF CONSTRUCTION ARE THE RESPONSIBILfiV OFTHE CONTRACTOR � I ALIGH"CRAWL SPACE .. NON-BRG � „I FLOOR TAUSS SPAN B GWALLAND S7AIP FfG~y HIGH GRADE FOUNDA7pN NOlE4 Nr11L BOTTOM PLATE '�. ' BY SUPPLIER 1. DRI11N TILE,DAMPPROOFING AND/OR WATERPROOFING,8 INSULATION,AS WELL AS TMEIR INSTALLA710N,ARE TO BE TO BLOCKING w/(3) ��. . J�HEHE TO ALIGN w/ 76A NAILS EVERY 16' � � � NP• . 'A9UN FLOOR BFG WALL IN ACCORDANCE WffH THE CADE. NNIL BOTTOM PLATE - I CONTINUE eRG FROM 2. INSTALL P MINIMUM OF(2)ANCHORS PER POFTION OF SILI PUITE MS WELL AS AN ANCHOR WRHM!12'OF EACH END TO BLOCKING w/(3) '. i' ' .' .t�� ASAPPLICABLE. PpOVIDEFULLDEP7H 18tlNAILSEVERYIB' + ��ETMP• .f� �� ERIFYADDITqNAL 3. BAR SPLICES ARE TO BE LA�PED A MINIMUM OF 9B BAR DIAMETERS.PROVIDE OB'MATCH WG MOOK BARS FOR ALL BLOCKING BEf WEEN +'y� ' I.IOIST REWIHEMEMS HORIZONTALBARSATWALLCOFNERSANDINTERSECTIONS. TRUSSESWULEDTO PROVIDEFULLDEPTH :"' � Fz '� ['�"` :_: i . -�-�� BELOWFIREPUICE 4. CARE IS TO BE TAKEN�URING BACKFlWNG TO MAIMAIN R PLUMB WALL ALIGNMEM. TOP PLA7ES w/(3)8tl BLOCKING BETYEEN n" �3)��r, -:� 1��1�...,..- 5. BACKFlLL BELOW E%TERIOR STOOP SLABS WfiH COMPACTED GRANUTAR MATEHWLTO FFOST DEPTH(0'-D'MINIMUM). WULS EACH �OISiS NAILED TO -� ��^� 6. PRIOR TO BACKFILLING,HOUSE FOUNDATION WALLS ARE TO 8E VITERPLLY SUPPORTED BY FLOOR SVS7EM PT TOP TOP PUITES w/(3)Bd �� AND SLAB AT BOTTOM OF BY ADEOUATE TEMPORARY BRACING. WVL EACH TRUSS TO NAR$EACH ' � ' ' ' l. SRE ELEMENTS INCLU�ING LP.NDSCAPING RETAINING WALLS ARE NOT INCLUDED M!TME SCOPE OF THESE ORAWINGS. 70P PLATE w/(3)Bd �� 2 F2 � TOENAILS NNL EACH JOIST TO . �." -r �, �,. � �'1 I . FqAMINO NOTES TOP PU1TE w/(3)Btl � ' � q,� �. � .. - TYP. PLANS SNOW N LIGHT IN BACKGRWND ARE FOR i. ALL HEADERS ARE TO BE MINIMUM(2)9t10 LUMBER UNLESS NOTEO OTHERWISE.(2)9�10 MEMBERS SHOWN MAY BE ��RqR BEAflING WALL TOENAILS "�^ � f� � � •= � � .�� MOUSE LOCATqN REFEFENCE ONLV.PIAN NOTES AN� SU&STITUTED WfiH(2)tii"x Ne'LVL OR(3)1'F'x 5Yz'LVL RS REOUIRED. ,. �" S ' i�{f�'� Y � NON-BRp ELEMEfJB SHOW N LIGHT MAV NOT NECESSARILY 2. PLLDIMENSIONLUMBERMEADERSANDBFAMSARETOHAVEAMINIMUMOFONEBEARINGSNDATEACHENDANO ROVIDETRUSS � 1�� µ,�,�- ��. y� _ SUPPORTTHEHANSONGROUVSDESIGN. TNOl1T INrERMEDIA7E SUPPORTS.ALL 2-PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM DIRECTLV IN LINE �:''- �� -�_�S ` � ,- ,�"_ .��* T :y V,'�- wl BRACED WALL IMERIOR BEARINC WALL �.. .�'t i.... . OF 7N/O BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS.3PLV MEMBERS ARE TO HAVE A MINIMUM � � ' " �� OF THREE BEAflING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS.ADDfTIONAL BEARING SNDS ARE NOT PANEL FASTENED w/JOISTS �� t_-'�`�, �. � ' ;;� � I,� . : ,��'-�� f% �i m REOUINED FOR lVL SUBSTRUTED FOR STANDARD SAWN LUMBER.ALl BEARING ABOVE IS UNLESS N07ED TO PLATES w/ed �, ; ` , OTHERW ISE ON PU1N5.TRUSS SUPPLIER IS TO VERIFV GIRDER TRU55 BEARING LENGTH IW D SUPPOHT roew i�s�s•o.c. (� `,� �� F3� i�� .� �� REOUIREMENTS. W1ILBOTTOMPUITE �� . �� 3. ALL MEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.E%TERIOR TO BLOCKING wl(3) ��• '� '�� '�-`' OPENINGS GREATER TNAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF 7W0 FULL HEK'iFR KING STUDS AT EACH 16d WULS EVERV 16' + •�^' : "�� t�-' ' •- . --"-. -- END,E%CEPT AT TALL WALLS AS NOTED.EXTERIOR OPENINGS GREATER THAN TEN FEET IN WID7M ARE TO HAVE A NAIL BOTTOM PU1TE CONCRETE PAD FOOTING SCHEDULE MINIMUM OF THREE FULL HEIGHT qNG STU05 AT EACH END,E%CEPTAT TFLL WALLS AS NOTED.FOfl CONTINUOUS TO BIOCKING w/(3) pqOVIDE JOIST ?j IMRK FOOTING SIZE REINFORCEMENT EACH WAY BEAM CONORIONS,SPAN IN DETERMINING NUMBER OF KING STUDS IS TME FULL LENG7H OF THE HEADER. 16d NAILS EVERY 76" + ��. 4. ALL CONNECTIONS ARE TO BE AMDE W RH RDE�UATE SIMPSON,USP OR EOUAL JOIST HANGERS.CLIPS,POST CAPS, DIRECTLY IN LINE ' '� F7 2'-0'R 7-0'x 0'$" NONE AND POST BASES. PROVIDE TRUSS h'�B�CED WALL h5 �s [. '.. 5. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCOR�ANCE WITH MANUFAC7URER FEWIREMENTS. DIRECTLV IN UNE PM1EL FASTENED ( F2 2�6'x 2'-6'x 0'-8" k5 BARS�12'O.C. TO PLATES w/ed ''�t,'��'y 6. ALL EXTERIOR WALLS APE TO BE CONSTRUCTED IN ACCORDANCE W fTH THE FOLLOWINO CRITFRIA,U.N.O..WHICH w/BRACED WALL i, � F3 3'7 z 3 0'x 1'-0' RS BARS�12'O.C. MEEfS OR EXCEEDS THE REQUIREMENTS OF CADE SECTION R802.10.4 WSP AND CS-WSP. PANEL FASTENED TOENAILS @ 6'O.C. �� P. 9c6 SN�S SPACED @ 7G O.G TO PLATES w/Bd ( :,:. � F4I a I a. , F4 3-8'z 3�'x 1'-0" NS BARS�12'O.C. B. WALL SHEATHING:�s MIN.STRUC7URAL PANEL SHEATHING w/Bd NAILS @ 6"O.0 AT PANEL EOGES AN�72'O.C. TOENAILS @ 8'O.C. - AT IMERMEDIATE SUPPOHTS OH 1�'16 GIIUGE STAPLES�3'/8'SPACING. IMEPIOR NON-BEAflING WALL � L `�J � ` LOCATE REINFORCEMENT 3'FROM THE BOTTOM OF FOOTING ]. ALL INTERIOR WALLS ARE TO 8E CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CFfTERIA.U.N.O. w/JOI5T5 � , INTERIOR NON-BEARING WALL A. 2x4 OR�6 STUDS SPACED�lE O.C. � I�� . PU1N�qTES: M B. WALL SHEA7HING:14'MIN.GYPSUM SHEATHING FFSTENED TO FRAMING w/Sd COOLER NAILS @ B'O.C.MAX.OR ��. ,- TVPE SN✓WALLBOARD SCREWS�16"O.C.MA%.(!e'MINIMUM STUD PENETAATpN) SECTIONS SHOWN DEPICTCONNECTIONS OF ��p a - �, 1. ALL NEADERS TO BE(2)2x10 UNLESS NOTED OTMEFWISE.SEE FfiAMING NOTES 1 T030N S1 FOR MORE INFO. 8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCARDhNCE WfTH THE FOLLOWING CFREFIA. BRACED WALL PANELS TO ROOF TRUSSESABOVE, �� a LL 3 ��. � BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PViN WHEN EXCEEDING FFAMING NOTE RE�UIFEMENTS. A. FLOORFRAMINGSPACEDATAMAXIMUMOF24'O.C. TOJOISTS/TRUSSES�BLOCKINCaABOVE,ANDTO . � d � ` '� 2. VERII-VIJOISTLAVOIfrWITHSUPPLIER. 8. FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHING w/BE NAILS�16'O.0 AT PANEL EOGES ANO 1Y O.C.AT JOISTS/TRUSSESIBLOCKING BELOW.THESE � ^--- ' ��, 3. BLOCK SOUD THROUGH RIM SPACE BELOW ALL BEARING 5TUDS. � IMERMEDIATE SUPPORTS. PANELS ARE NOT NECESSARILV REOUIRED TO �� '�� '� 4. HEFER TO FRAMII�NOTES ON 57 FOR ADDITIONAL INFORMATION. 9. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCARDANCE WfTN 7NE FOLLOWING CRRERUT ALIGN,BUT MAV DEPEN�INCa ON PLAN LAYOUT. -�� F - ' � �� A. ROOF FRAMING SPACED AT A MN(IMUM OF 24'O.C. LOW ROOFS ANO ,,,. y; :" B. FASTEN ALL ROOF FRAMING TO TOP PLATES WRH USP RT7 OR S�MPSON H2.5 CLIPS OR EQUIVALENT AND(3)80 CONNECTION$ � '"° BV SUPPLIER TOE"""5. REFERENCE PLAN ' C. ROOF SHEATHING:�'MIN.STFUCTURAL PPNEI SHEATHINCa w/BE NAILS @ G O.0 AT PqNEL EDGES AND 77 O.C. TMP' ��, ROOM-IN-ATTIC GT ATINTERMEDIATESUPPORTSORI�'16GAUGESTAPLES�3'/GSPACING. - - - � � (:ijJd LVL�"AWX.DEFLi y��OMIN.BALCONY S1 FOUNDATI0NPUINSHOWNFOR BYSUPPLIER- qz6POSTw/STANDAFD D. PROVIDE FULL DEPTH BLOCKING BE7WEEN TRUSSES AT ENERGV HEELS FOR PERIMETER ROOF SHE/1THING - ..�. . � V � � u -'^'' � (3)9c6 BRG VERIFY OPENING POST CAP TOP 8 BASE '" (3)�4�� (3)�1b�l (3)18 LVL Q�FNX DEF JOISTS @ 16'O.G LOCATION REFERENCE ONLY THIS END FOR LOFT SPACE p7 gp�70M NAILING OR TOP AND BOTTOM BLOCKING SHEATHEO PER FRAMING NOTE 8. ��g --i-.. :. �- {:� 1D. ALLBEARINGPOINTORPOSTLOADSARETOBEBLOCKEDSOLIDTO7HEFOUNDATION. - �. �pROVI�ESIMP50NSTHDI4 '� ^""x"�` 11. STEEL COLUMN TOP AND BOTTOM PLATES ARE BY 7HE MANUFACNRER(R-40 KIPS UNLESS N07E�07HERWISE). • ' �. 1 �y� � '" ,. � ` •^-�� (2}�*k,yL ' � " STEEL SHEAR CLIP CONNECTIONS(R�20 KIPS UNLESS NOTED OTHERWISE)ARE BV THE MANUFACTUREA FLUSH � ' � ' �. �'^4 h ,,,,,��,ayt OR(3)26'LVL � �^� HOLDOW N FASTENE�TO . , ,,,,,,., k'�� '� .__ ....,.. . pt3e `""• ��... :'i'.��`,� DOUBLESTUDSATTHISCORNER . ., .-. • �... STEEL BEAMS BEARING OVER DROPPED STEELARE TO BEAR ACROSS FVLL WIDTM OF LOWER BFAM TOP FLANGE. , pqp�� • �SY �PSL BRG � �� ..�,. � OR ALTERWITE SHOWN W idS2 r v STEEL SUPPLIER TO INSTALLY<'FULL DEPTH S7IFFENERS M LOWER BEAM AND PROVIDE BOLTED CONNECTION WRH `', '��' ... �, END t ��`c�atc _ i �, y � t ' �MING �' � R.14 K � %�...�., i °� t � .�.1 t�Lvl UP6ET MINIMUM�2�Ye'�WMETERBOLTS. I y a H �' -� 12. PROVIDEYs'FULLDEPTHSTIFFENERSATTHEENDSOfILLLSTEELBEAMS. 7 A $ _ .+-- . NOT��q ry��;' SEE80R '� �� (4)2z68RG � � • -�3 � 13. STEEL BEAMS ARE TO HAVE SOLID 2 s MINIMUM TOP PIATE FASTENED W frH Ye'DUIMETER BOLTS STAGGERED EACH ^ � �� n . ^-, ru e` 9/52 AS �,,. � THIS END '� � - z5 - . � ] ' su n SIDE OF WEB AT C8"ON CENTER MAX.WIDTH TO MLITCH BEAM.INCREASE PLATE THICKNESS AS REOUIRED FOR TOP � �" F g �-%: ._ APPLICA -X, 1��:: e � �•� ,� �;'"' "w":.. ' FL4NGE HANGERS.BEAM TOP FLANGE/PLATE TO BE BRACED LA7ERAlLV BV FLOOR SVSTEM AT 48'O.C.MAX AND AT � t�;t 3 ., e�= 1 "� FRAME BETW EEN GTs I '� � ' " .: " . . " A¢ : .! , BEAMS w/7�12 LOFT �' ... � ' .., t : l' ., END9TVP. i.. . -- � :'. 14. FOR JOIST TO FLUSM STEEL BEAM CONNECTIONS,BLOCK WEB SPACE SOLID w/LUMBER TIGHT BETNEEN FIANGES . �Y� �"� �� , ;� � ' -'� �..<. .WISTS�16'O.C.- �t . ^, �, ; I � �� 1 e ANDBOLTTHRWGHWEBw/Ye'OBOLTSAT24'O.C.STAGGERED.HANGERJOISTSBVSUPPLIER. �-"^,^^a,� ` .. ' ' �Y"" SPPNSSHOWNAREFOR °�'�. (3)2fr1T '::" I , .,,, j'S�4 ;, 15. VERIFV DROPPED VERSUS FLUSH BEAM CONDITIONS WRH HOUSE PV1N5. ^' �-e: ' � -�`"° f °" 3` �'-` F- ?' �: ... ROOF TRUSSES ABOVE _,_ 76. ALLOTHERFASTENERSTOBEINqCCOHDANCECO�ETABLER602.3�1). ��. x` .�.: <?'_ �2j� ��''r� ��Y$'� -v= 17. ALL STUD PLIES IN BUILT UP COLUMNS ANO AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING/GYP i " `�� ^ ... ��:`� �,VL BOARD AS NOTED ABOVE(12'O.C.MAl(.AT EX7ERIOR AND 16'O.C.MAX.AT IMERIOR�. ...•, 'm... q��+ I.�;: ,„ .... . ��.� � � - a:�o- -�..* (4)a6 BRG AT � , � ~ ..ex. '...�..-- �� i 1B. ALL STONE IS TO BE THIN VENEER ADEQUATELY ADHEREO BACK TO WOOD FRAMINCa FOfi CONTINUOUS VERTICAL AND COMINUE BRG FROM (iU»A'LVL ' � `:�� (�>>��%'j C ; i WTERMEDIATE � *�� f�'�µ i � t LATEFiAL SUPPORT BV THE MASON. ABOVE TYP. �.�:' }' � .".• - i "4 2a6 BRG � MULLS T'P. � . . 19. TRUSS SUPPLIERS DESIGNING ELEMEPlrS TO SUPPORT STONE VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD } � �+- § "" �T� I � , "� _�c-�� j �'�� +1 ��'� . '?�. . I � .. I� I SEE 3/S7 FOR TALL . � �Y.:. AND V600 DEFLECTION CRRERIA TO RESIST LON6 TERM CREEP AND FINISHED IMTEAUIL DIS7AESS.SIMILAli DESIGN ;' .�: --- P -��4� -"-F �js „ �' I p{ i� REOUIflEMENTS PERTAINTOTRUSSESSUPPoRTINGHEAPTM/MANTLESTONEORCANCREfEMATERIALS. WALLFRAMING �; € .�� .. .. ..'",+� [I �! � �� pNSTRUCT IMERIORBRACE� ��'�� : � I ' }.. - ....., 'i ... :. 20.CUT PSL POSTS TO FIT.DO NOT BLOCK WfiH WOOD PLATE MATERNL,CRUSHING WOULD OCCUR.FASTEN STEEL ....... ;. � (3)11�"LVL I ....�..._. 4 '�(3)I6'LVL . t � j WALLPANEL-SEE '. v�--� � .,,^ ; � � T ___-� ... ; WALLA6SHOWN NR3�S2 ' �� ' "V�� '� r` : • ' F SHOWN INTABLEAT '.�� . u�� ` _.. BFAMS TO PSL PoSTS w/(2)34e'x y§"STRUCTUPAL WOOD SCREWS.AT BOTTOM,PSL TO BEAR DIPECiLV ON INTERIOR BRACED - "'��` ,�-- A ' - �. . �'-' � V_ (�1 `� ��:, � , � � � �, , , �- i{, DETAILS AND NOTES t; , z �y� . CONCflETE.IF UMREATED,WRAP BOTfOM w/MEMBRANE. • �, ,. . . (2)77 '� � �� ' y. . 21. P BRACED WALL REVIEW HAS BEEN PERFORMED.OUE TO FULL ENGINEEflING PROVIDED.EXTERIOR BRACED WALLS DETNLS AND N07E5 ' • , ' � ;;. -- >�. , ,�:.r l� �n'.2',.tOF Gi .-�µ BUILDER IS REWIflED TO SEND FlNALTtiUSS ARENOTSHOWNFORCLARITY,BUTARECOVERE�BVCONTINUOUSSHEATHINGAN�CANNECTIONSN07EDABOVE. SFiOWNINTABLEAT I,_ •�' � .r'�,,$a � 'y .� .�-. �_ .. : TOPLEFTOFSHEET .�. '.^ , ' . N WY^=' , LpYOUfDflAWWGSTOTMEW1N50NGROUP INTERIOFBHACEDWALLELEMENTSANDCONNECTIONSARESHOWNINTHESEDHAWINGS,ASWELLASENGINEERED TOPLEFTOFSHEET .-y '� '��Y��y'- f ;;` �� TYP .. �. �� `---y-�� PNIORTOCONSTHUCTIONFOXVEXIFlCA710NOF F, WINDRESISTINGELEMEPRSTHATDONOTMEETPRESCRIPTIVECOOEREOUIREMENTS. TYP ';_ �`��'` `��, �+ .,`y �-� ��- ` ', ' "+�_"^�'v (Z�Z�� ,,, , �, LOADPATNSANDFMMINGSQESLISfED � � :\{ 22. IT IS THE OPINION OF THE HANSON GFOUP THAT THE COVERED ENTRV PORCH AND CAVERED BALCONY ARE :i.. • " {�',[�� -ar � ' 6x6 POST w/STANDARD x „\� ' ' . ' . ,:�.�: ' ,... ��.;� . PHIMARIIY OPEN,NON-ESSENTULL STRUCNRES AND ARE EXCLUDED FROM THE OVEfiALL MIUN WINDFORCE �•, ` _ � � CANT(2��Yo L�B:Y'.`�'-'... pOST CAP TOP 8 BASE ''" � ��: � RESISTING SVSTEM OF THE MOME.PROVIDE CO�E REDUIRED UP4Ff CONNECTIONS AT POSTS AND TENSION �. WBx48 SEE 7/S2) v /'.��. HIDDEN IN RISEh ICNO-` , qT�� :::>-._ (3)2z6 BRG �.� + � �-� � � �hereby CeNfy t�at thi5 plan.5p8GlkatlOn or report CONNECTIONS AT LEDGERS. OR GT BY SUPPLIER `- W��SHOWI{p/(2) '� ( 7NI5 END �t+;w ..,..,. '�, Wy5 p�gpa�¢d by me of undef my dfeCt SUpCrvlsion ri'LVL�TW EEN ENDS (2)�LVL OR(fi)PLV BUILT UP�' �1 ` `��,' � and that I em a duly UCensed Prof bnal Engineer Mp��qp�,g ; , BELOW BUMP OUT- P�Y'NO00 ARCH HEADER w/ �� , , under ihe laws of the Sta�e of I t2. CONCRETE FOOTINGS: FC.5,000 PSI�28 DAYS(OR 3,500 PSI W RH AN APPROVED ADMU(TURE THAT -^`"` �� MINIMUM DEPTH OF 9"��.ALONG ' �, _ _ r ' � PPOVIOE'.SOOLBUPLIFT �y .. . ¢.� ENTIRELENGTH NOSpLICES-USE w.-..- .-.�; . PROVIDESAWATERANDVAPORRESISTANCEATLEASTEOUIVALENTTOS,OOOPSICONCREfE �. " ' `� ' �,., CLIPSDQWNTOBEAM ( ._ -' Y /� ,�� , ' ' SI9fICd: CANCREfE WALLS: F'c.3,500 P51�28 DAVS (3)Zc6 BRG - " � qT BACKSPAN 10'SHEETS-GLUE PLIE$TOGETHER 1 �' BALLOON FRAME TALL STAIR ^ REINFORCING S7EEl: ASTM A615 GRADE 60 THIS END y�i_c�. � :. WRH LOCTRE PL PREMNM FAST _ . - WALLS�H�19'34 w/9�6 LSL , �:-�.: , :v STRUCTURAL STEEL: ANGLES/MISC-ASTM A36(Fr-36KSI) YY�(SEE 7/$2) � �x�P$L BRG EACH END GRAO ADHESIVE EVENLY APPLIED �I �, STUDS�12'O.C.) PAn�Name: Tf¢VOf AXnef TUBES-ASTM A500 Gr.B(Fy.C6 KSI) : O�,(�:Nj SUPPI,IER SEE FRAMING NOTE 20 ' �D FASTENED W ITH Bd x 1}f�"NAIL$ �' W SEC710NS-ASTM A992(Fy.50 KSp �, . , -�. IN R 3'z 3'GRID PA7TERN-INSTALL , •AT EACH SIDE OF WINDOW. Date: 11-22-17 lJcense Number: 4547� FLOOR TRUSSES TO � '�. � R.e K EACH END A FINAL EXTERIOR FACE WULING ON PROVIDE(1�9�8 LSL BRG STUD AGGREGATE: FOOTINGS-1J4"MA% , t '. R WALLS/SLABS�'�MAX SUPPORT OFFSEf . ;,.. }o SEE e OR 9/52 AS �� OPPOSRE FACE FFfEp BEAM IS . ; . . .......... "� •» a ' �� b(2)9cfi LSL KING S7UDS FULL ON.SRE SOIL CIAY(GFOUP Ilq ASSUMED WALLS ABOVE TVP 4 .. � � � � .., APPLICABLE BUILn �� . t .: ' HEIGHT THROUGMOUT PIAN „�,�" =' „ "'� j ROOF 7AUSS SPAN •AT�CH SIDE OF BUMP OUi, Yw.60 PSF/Ff(ACTIVE) ` ¢= CONSTA(1CT PORTAL ��. I.� k � PROVIDE 1 9c6 LSL BflG SND O �P UPp4ER I I BACKFILL SOIL: SAND�GROUP 1)TO BE USED WHERE NOTED; �. ... • ��•�� ry f o FFIAME A$SHOWN IN 1?/S2 8 3'bt6 LSL KING STUDS FULL y.e-30PSF/FT(ACTNE) FLOOFTRUSSSPAN �� W�� ' u 'I �ow i �+= ;� HEIGHT WALL STUDS�10 OR LESS): SPF STU�GRADE OR BETTER BY SUPPLIER t 5(SEE 7/$2)08{3)24 LVL ., r W O 5 -� � � •INFlLL FRAMING LESS THAN 16 OR GT BY SUPPLIEfl � `' `� �- OT BY 9UPPLIEFl WALL STUDS(OVER 10� SPF NO2 GRADE OR BETTER 7YP '� �� - �� -�t . "�"'t, � FEET MAV BE 9c6s @ 18"O.C. D I M E N S I O N A L L U M B E R: S P F N 02 G R A D E O R B E T T E R ; ti l ` °-' Y�Z n �s I TMP' •i O P A N D B O T T O M P L A T E S M N Y 3 6 0�1 4 l m e r L a n e N o M TREP.TED WMBER: SYP NO2 GRADE OR BETTER i � � " ' � " TRFATED GLULAM: SYP 24FV4 SLOPE CUT TOP OF BEAM AT - ' �� "" " I BE SPF MP.TERIAL SWIe 4 ENDS TO QN'HEEL � � � (Z)��a LVL � '. �--- t PlymouM.MN 55641 LVL: 7�'WIOTH-Fb.2600PS1E.1.900.00OPSI •. .,� .. K ..... '....... • ......... ..... •..... TN612-708-9572 PSL; Fb-2400 PSI,Fc-2500 PSI.E.1 80U,000 PSI �_ ,�._� , h �� '�'.�anm�ryroupmn.eom LSL SNDS: Po-1700 GSI E-1.300 000 PSI (3)2x6 8RG - --.. --� M ROOF TRUSS SPAN f . LSL SNDS(2x8�: 1J�"WIDTH-E-1 SDO 000 PSI THIS END BV SUPPEIEH J -�� . � •�' �.. TYP. ' '� "� ' LSL BEAMS. 1�'WIDTN Fb.2325 PSL E=1,550,000 P51 �. "` �. . '. "�. // ^�.�� . ... _., .. �.�- .. 1. ALLOWABLE SOIL GARAGE WINDOW BUMP OUT �.'..�-' �'�: . . GP.BLE WALL BRACINGJ LL i .... �"��. . '��. BEARING PRESSURE. 2,000 PSF(ASSUMED) SEE N52 FOR SUPPORT EACH END sEE„�52 Hansberger Residence LOADS �0�5 Z REFERENCE PLAN 7VP.ATGABLEENDS , REFERENCE PLAN ROOF LIVE LOAD: 35 PSF(SNOW) 2015 MINNESOTA RESIOEMIPL CODE S7 MpM LEVEL PU1N SHOWN FOF S7 UPPER IEVEL PNN SHOWN FOR ROOF DEAD LOA�: 15 PSF �pCATION REFERENCE ONLV � FLOOR LIVE LOA�: 40 PSf ABBNEVW710N3 PLpN NOTES: PLAN NOTES: �7ZO SFIaCI�NVOOCI ROaCI FLOOR DEAD LOAD: 15 PSF n'P. � TVPICAL � FLOOR DEAD LOAD: 30 PSF HT IN-FLOOR HEAT SIM. - SIMIUIR 7, qLL MEqDERS TO BE�2)2x10 UNLESS NOTED OTMERWISE.SEE FRAMING NOTES t T030N Si FOR MORE INFO. 1. ALL HEADERS TO BE(2)2z10 UNLESS NOTED OTHEPWISE.SEE FRAMING NOTES 1 T030N S1 FOR MOFE INFO. OrOnO�MN WIND LOAD: 90 MPH EXP.B U.N.O. - UNLESS NOTED OTHERWISE BEARING FOR HEADERS AND BEAMS ONIV NOTE�ON PLAN WMEN E%CEEDING FRAMING NOTE REOUIREMENTS. BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING FRAMING N07E REOUIflEMENTS. THIN STONE: 25 PSF O.C. - ON CENTER 2. VERIFY FLOOR 8 ROOF LAYOUT WRH SUPPLIER.PflOVIDE(2)2ze BNG SNDS FT EACH END OF ALL GIRDER TRUSSES 2. VERIFY ROOF LqVOl1T WITH SUPPLIER.PROVIDE(2)2z6 BflG STUDS AT EACH END OFALL GIRDER TRUSSES �y . CONTINWUSOVER UNLESSNOTEDOTHERWISE.TRUSSSUPPLIERTOVERIFYADEOUATEBEARINGAREAFORTFUSSMEMBERS. UNLESSNOTEDOTHERWISE.TRUSSSUPPLIERTOWERIFYADEOUATEBEARINGAREAFOFiTRUSSMEMBERS. 3. REFER TO FRAMING NOTES ON S1 FOR A��ITIONAL WFOPMATION. 3. REFER TO FRAMING NOTES ON S1 FOR ADDfTIONAL INFORMATION. PlOjECt Numbef: 7 629 ^ � Date: November22.2017 -`7- Sheets: 1 oi 2 V �COPYFIGHT HANSON GROUP,LLC 2017 �O Of�� . , J4'0 ANCHOR BOLT(T MM EMBED) J4'OANCHORBOLT(TMINFMBED) wINUTB�'THICKx200fl Alexander Desi/�n Grou /NUTSJ§'TH�Kz700R SOUAREWASHEF�]2"O.C. 37 P SOWIRE WASHER�72'O.F SEE 7152 FOR TOP OF WALL (PLACE SUCH THAT�'EDGE (PLACESUCMTW1T23e'EDGE _�CONNECTIONSATFLOOR DISTANCEISMIUNTAWEDTO DISTANCE IS MAINTPINED TO NON-bFAFlING WALL BpTH OUTSIDE OF CONCREfE 8 401 East Lake Street ' BOTH OUTSI�E OF CONCFEfE 8 INSIDE OF SILL PU1TE) SEE 7152 FOR TOP OF WALL ac6 MIN.SILL PLATE w� J4'B z 10'LONG FNCHOR INSIDE OF SILL PIATE) �� J¢^GYP�CRETE TOPPING _�CONNECTIONS FT ROOFl NO PLATE OVERHANG ��TS(7'MIN.EMBED) Wayzata,MN 55391 � CONTINUE GLUE/NAILING OF �µ�R��W� @ 72'O.C.MA%.Ofl / 0.131 0 x 3'LONG FLOOF SMEATHING AT Stll EOUIVALEM METhL I FLOOR JOISTS Qd 197 O.C. NAILS�G O.C. NNIL SHEA7HING TO BLOCKINCa�JO1STS — 1Je"GVP-CRETE TOP%NG MAINTAIN 6'MIN. STRAP ANCFbFiS � MAX.BV SUPPLIER /(12)ADDITIONAL 0.131 0 z 3'LONG WU 9�6 MIN.SILL PLA7E n/ � FLOOR JOISTS�19.7 O.L. "'� STEM WALL � 2z6 MIN.SILL PLATE M NO PLA7E OVERHANG MqX.BV SUPPLIER SUB-0NGRADE RevlSion Date Desc�iptlon NO PLATE OVEfiHMK' 6. —'— " '"' ' " """'_— I MI \: �� SIMPSON A35 6 � � 6'MIN. ;.,.:..,,•.;. I I Ii .• _ FRAMINGANGLE — M�N' ' � � 0.1310n3"LONG FASTEN EACH JOIST TO SILL �CH$IDE OF � I I NAILS @ 6'O.C. � NAIL SHEATHING TO BLOCKINGUOISTS —I I I �� w/(3)0.131'0 z 3'NAILS BLOCKING / i(12)ADDRpNAL 0.131 0 x 3'LONG NA0. I I I�I � Z-LEDGE SLOPEGRADEAWAV (� —�' / FROM FOUNDATqN � SLOPEGRADEAWAY � _ _ _ FOUNDATION FROM FOUN�ATION / �6 BRG WALL . i0x7-0'DOWEL5�770.C. 8'MIN.C.I.P. a WALL-SEEi/$2 ( r �4F�T li4HORIZ.BAR�TOPOFWALL CONCRETEWALL FpRp��ipRS JOISTSBY07NER5 q ( SLOPEGRADEAWAY (5'MIN.EMBED) BLOCWNG IN � 8 WALL INFO 8'MIN.C.I.P. FROM FOUNDATION 8'MIN.C.LP.CONCRETE WALL PHOVIDE17j¢'IJOIST FIRSTJOIST • ! (12'MIN.w/LEIX'iE5/SSHOWN) :��" CONCRETE WALL n I #4 HORIZONTAL fl4RS� � BLOCKING I1S REQUIRED � SPACE ':i kC z 7-0'DOW ELS SIAB�ON-GMDE 2z4 FIAT TOP AND BOTTOM OF WALL � I TO ACHIEVE NALING - 20'WIDE x e'OEEP MIN. B�ocKING iN �' SPACE BLOCKING �rr O.c. SXOWN-MIN.25PACES- M3HORIZONTALBARS@ , . 5��E FOUNDATION (5'MIN.EMBm) ' ' CONCRETESTRIPFOOTING 20'WIDE x 8'DEEP MIN. ;'�'�"�""'�"��-''Y� FIRST JOIST ��Z'O.C.MAX. TOE NA�LS EACH END TOP AND BOTTOM OF WALL WALL-SEE 1/S2 ,q�5T5 BY OT1ER5 �. . . ; � CENTEFED UNDER WALL CONCHEfE STAIP FOOTING- SPACE FOR ANCHORS 8 WALL INFO d LOWER AS REO'D FOR FROST M4 a 7-0'DOWELS�72'O.C. PROVIDE 11;5'WOIST PHOTECTION z WALL SECTION (5'MIN.EMBED) � � S2 CRAWLSPACE Q BLOCKINGASREOUIRED SPACEBLOCKING TOACHIEVENAILING WALL SECTION FWNDATIONWAII 20"WIDExe'DEEPMIN. �a172"O.C.MAX. SHOWN-MIN.25PACE5- WALL SECTION � NON-BRG.TYP. CONCRETE STRIP F0071NG TOE NAILS EACH END 5 52 GARAGE FROST S2 CRAWLSPACE FOUNDATIONWALL FOUNDATpN WALL 3_�WALL SECTION < WALL SECTION rP� TVP. ��CRAWLSPACE � CRAWLSPACE FWNDATqN WALL FOUNOA710N WALL AT HIGN GRADE TYP. AT HIGH GRA�E NOPLBRG.TVP. �12)0.131" 2zBLOCKINGBETM/EEN ROOFTRUSSESBV SIMPSONTSIB7WISTSTRA7 �,�p��C TRUSSES RIPPED TO FR DEPTH MANUFACTURER�20' EP.CH SIDE OF BRACING I I @ 48'O.C.w/SIMPSON A35 CLIP O.C.MAX. FLUSH BEAM ATCORNERS TO BEAM TOP PLATE ONE SIUE END OF BEAM REACTION TOP PLATE-SEE FRAMING NOTE 13 AND TVPICAL FLOOR LISTED ON PU1N OR ROOF SHEATHIN OF BUMPOIfr-SEE 7JS1 SHEATHMG FASTENING FRAMING NOTES SHEAR CLIP CONNECTION BV ...."""______'_"__"_' S7EELSUP7LIERADEWATE (M�ORKINGLOAD) FOR REACTION USTED HANGER BY SUPPLIER (2)2n4 BLOCKING IN(1)7AUSS SPACE- 2 z BEARING PIATE � TOENAIL EACH END-ADD TMIRD PLY FASTENED TO BEAM FIANGE I� (Z)Z x 6 TOP PLATES W HERE KICKERS EXCEED 16 Ff ROOF BV SUPPLIER w/J�•0 BOlTS @ 4B"O.C. � FhSTEN FWSH BEAM TO STAGGERED ON EA.SIDE Q SIMPSON HTTS HOLDOWN ( (2)2x6 B{iACING FASTENED TOGETNEH w/ TOP%ATES w/SIMPSON qNCHOR AT LOCATIONS A35 CLIP BOTH SIDES (2)ROWS OF NAILS�6'O.C.STAGGEflED / O BLOCK SOLI�w/LVL MATERI/1L TIGHT SHOW N w/�'!0 x 12'IONG 2x6 STRONG FROM BOTH SIOES-ADD THIRD PLV AND BETY7EEN TOP AND BOTTOM FLANGES SIMPSON TREN H� I� BACK WHERE USE LSVLVL MATERIAL WHERE KICKERS STEEL BEAM-SEE PLAN EXTENDED 12"BEVOND LVL BEAM EACH SCREW-IN ANCHOR (`pNCRETE KIZC�ERS EXCEED FJ(CEED 16 FT WAVFASTENEDTOSTEELBEAMWEBw/ FOUNDATION �20°-40" (2�J�'080lTSEACH5IDEOFLVLFOR BELOW SIMP°�NA35CLIPEACH LOCATEKICKERSAT COPE BEAM AS HEQ'D STA&LRY SIDE OF GABLE BRACING 7T O.C.AT GABLE ENDS AND AT KING STUD LOCAT7(NJS e FRAMING DETAIL – — - ..._..---._._ _... sz STEELBFAMCONNECTION s FRAMING DETAIL SOLI�PIECEOF1Jf' 7 FRAMING DETAIL sz �v�rosree�een�+conNEcnoH . ° : ii FRAMING DETAIL PLVWOOD(OR TWO PIECES S2 STEEL BFAM PARALLEL n/ SZ KICKEflS AT ALL G�18LE SIMPSON MSTC28 �'PLVWOOD)EACH SiDE OF FLOOR SVSTEM UITERAL . � ENDS WI1LL5 STRAP AT CARNERS BUMP OUT AS HATCHED BRACING TVP. CONrINUOUS HEADER-SEE PUN . (SNOWN ABOVE) A 2xi0JOISTSw/(2)9J¢' LENGTHOFCANTINUOUSHEADER �0 FRAMING DETAIL LVl PERIMETER BEAM -------------------------- ------ — S2 POST-INSTALLEDHOLDOWNOP710N (JOIST HANGERS NOT B SHOWN FOR CLAHfTV) PROVIDE(3)Btl TOENAILS NN�A SIMPSON H2.5 (8�}a"0 x 4J4"LONG r'��t CLIP AT EACH TFlUSS IOCAiION _ NMS S��1M�NG ABO�E n'�Btl SIMPSONSDSSCREWS ----------------------------- THROUGHPLVWOO�IMO SECTIONVIEW PROVIDE2x61NFILLWALLABOVEHEr1DER _ — -- — — — — — -- EN�GRAIN OF BEAM HEADER d BEARINCa�KING STUDS-SEE FRAMING tARGE HATCM AREA INDICATES'/�o'OR THICKER NOTES AND PLrW PLYWOOD OR OSB SHEATHING APPLIE�TO E%TERIOR (2)Zt6 BRG FOR�ROPPED SIDE OF STUDS w/STANDARD 6'/12'NAILING BEAM AT BUMP IX1T PROVIDE DOUBLE STUDS AT SIMPSON MSTC28 STRAP AT CORNERS FASTEN KMG SND TO HEADER w/ NAIL SHEATHING TO HEADER n/Btl EACH END OF SHEAPWALL 9�6 LSL FUIL HEIGHT EACH (2)ROWS 16E SINKER NAILS�3'O.C. NAILS @ 3"O.C.FA.WAY iYP. (WAY USE BRG/KING SNDS AS REOUIRED) SIDE OF INSET PLYWOOD FASTEN TOP PLA7E TO HEADER N(2) '� SIMPSON MSTCOU STRAP ON INSI�E FACE ROWS 7fid SINKEH NAILS�3'O.C. $OLID PIECE OF 1X'PLYWOOD(OR TWO OF WALL(PROVIOE SPACER TO FLUSH � je PIECES�'PLYWOOD)FACH SIDE OF SIMPSON A35 FRAMING OUT HEADER TO WALL STUD TFiICKNESS) MNTCHED AREA INDICATESY�e'OR BUMP OUT POCKETED INTO 9�6 LSL �1NGLE TOP AND BOTTOM THICKER PLYWOOD/OSB EXTERIOR FULL HEIGHT WALL STUDS&FASTENED OF OUTER 2a6 LSL PSL POST FOR NEIQHBOHING SHEpTHING FASTENED TO STUDS w/ RROUND PERIME7ER w�2 STAGGERED HEADER-SEE RAN I hereby ceNly that ihis plan,specifiratlon or reporl Btl NAILS�4'O.C.AT PANEL EDCaES (� 8@ 12"O.C.AT INTERIOR SUPPOflTS 'Na'`PrePa�Bd by m2 Of untlBf my dlfECt SuPBNI510n ROWS OF NpILS,EACM AT 8'O.C. A-WALL PLAN �p�ATE PpNEL JOIM W RHM 2'-0'FROM alld tllat I am a duly LIcBnSed PIof85510n21 Englneef SMNLL HhTCH AREA INDICATES�y'OR THICKER PLYWOOD CENTEH OF WALL HEIGHTAS REOD(9�SOLID ufldef Ihe IaW3 Of�he 5[a 0� I BSofd. OR OSB SHEATHING APPLIED TO EXTEHIOP SIDE OF S7UD5 (NAIL SHEATNING AROUNO PERIMETER w/(2)ROWS Btl WULS BLOCKING REOUIRED AT SHEATHING JOINn TYPICAL 2x6 STUOS @ 16'O.C. Signed: n 9�10 JOISTS 2z101NNER RIM �3'O.C.STAGGERED 8 TO PLATES�BLOCKING�3'O.CJ (3)2x6 BEARING S7UDS MIN. FASTEN BOTTOM PLATE w�(3)7 fitl NAILS EVEFY 16" Print Name: Trevo hener (2)9Yz"LVL PERIMETER BEAM �1)2x6 BFARINO STU�8(1)9�6 FULL �1)2x6 BEARING STU�8(3)9�6 FULL SIMPSON HTTS MOLDOWN ANCHOH HEIGHT STU�AT EN�OF HEADER HEIGHT KING STUDS AT END OF HEADER NAILED TO DWBLE STUOS D2te: 11-22-17 L'ItBnSB NUmbBf: 4547� (2)2x6 BRG FOR DROPPED BEAM AT BUMP OUT '0 THREADED ROD w/NUT 6 SIMPSON MSTC28 STRAP AT CORNERS SIMPSON STHD14 EMBEDDED HOLDOWN FOUNDATION WALL BELOW WASHER AT HOLDOW N END ANCHOR AT LOCATIONS SHOWN 'c e BLpCK THROUGH FIOOR SVSTEM 2z6 LSL FULL MEIGMT EACM SIDE (REFER TO 1D/S2 FOR hLTERNATNE OPTpNS) .; '� ��-: •., ',••.;��••.. ,.�,....,: � :, , . ^-,; :�., BELOW HOLDOWN SN�S OFINSETPLVWOOD � �� . SOLID PIECE OF 1J6'PLV WOOD(OR 7YV0 . � ° � � - . . . � -„`�e ` � � � ' ° .a � � '�� . . q'� •. Yz'D SIMPSON TREN ND ROD COUPLER w/ PIECES�'PLYWOOD�EACH SIDE OF SIMPSON A35 FRAMING 3L'0 ANCMOR BOIT(T MIN.EMBED) � � � $"EMBED INTO CONCREfE OR CONTWUE BUMP OUT POCKETED INTO 2z6 LSL ANGLE TOP AND BOITOM w/Y z Y z�g PUTE WASHER AT Z�'3 i g'r= ��'�03 p • a . THREADED ROD AND EPDXV GROUT 8'MIN. 3407 Klmer Lane NOM FULLHEIGHTWALLSTUDSBFASTENED OFOUTER9c6LSL- LOCATIONSSHOWN � � � " � � ' ' • �,�� SukeO AROUND PERIMETER w/(2)STAGGERED LOCATE ANCHOR BOLT FWNDATION WALL BELOW-PROVIDE Plymoulh,MN 55491 ROWSOFNAILS,EACHAT6'O.C. BELOWWRHIN6'OFLSL �z FRAMING DETAIL PROVIDEy'x<"CONCRE7E 7yp.pNCIbR80LT55HOWNINI/521N Te1612-7083572 B-JOISTPLAN STUDS SCREWS�16'O.C.7HRU ADOITIONTOHOLDOWNS/SCREWS w�'��Om��m SZ GARAGE FRONT PORTAL FRAME SILL PLATE INTO FOUNDA7bN SHOWN AT 7HI5 WALL PORTION IN NOTE ADDfiION TO ANCHOR BOLTS FRAMING DETAIL DETAI�N ESSNO^TEDRO MERWISE�S �NOTSHOWN) 6 Hansberger Residence SZ W�irr°.ACHSIDE� �a FRAMING DETAIL � • � PERFORATEDSHEARWALL 1720 Shadywood Road � NOTE Orono,MN INFO APPLIES SVMMETRICALLV ACROSS DETAIL UNLESS NOTED 07}IERW ISE. Pro�ect Number: 7.629 ^A Date: November 22.2017 `_`' Sheets: 2 0l 2 V L �COPYRIGHT HANSON GROUP,LLC 2017 ��Of�� r r DESC)RIPTIO�OF PROPF.RTY S[;R�'F.YF.D EXISTING CONDITIONS Lor I 3 a�d ihat pan of Lot 12 lying wuthcrly of a linc ruuning purullcl with and distance 712 facc�urchcd�u(Inm��hc south Imc of � � � � snid Lot 13,Shndy-wood,accordfng to thc mcordcd plat[hcmof:Ilcnncpfn Counn,Mf�ncsota. `� � � STA.ADARD 10TF,S � I I Site Address 1720 Sh d � d R�ad,Oronq Mmne�t 55391 .� g o �1 ,� � 2) Flood Zone IoformaN 'Th�pr�perry appears tu f 7 X(l k 1 Il 1�C lX:� i d� ��d to bc oun�dc thc � � � g s � �� 0'%a�nual�huncc Lluod pl d AP the 1%chan fl d�I�u k -�h b�. �l 1 9 I_0 I i(SGA�DJ p�r FluoJ ExiSiMG HouSE Irtsuranee R�te Map.C�mmunfly Panel No 27053C0303F ff�nv d� of NocemberJ,:01a. *93J i � /� � � 1 3 �� :9�f9 � 1 9}p .9J,16 s9�.S.1932� 33 ..��_- �" / w��. � L I g� 9}°� � y 5 3) Parcel Area Informatlon Gross Area 12,649 s.( 0 290 acres 93a.0 9..].5 ` 9514 33-+9�2.9y S��`LQ��J7'E 180.5'/- •°0 5.155 9J1. � FN�P POL FND P I/1 qjp�P�� <.r - ��/x souo �I 4) Benchmark Elevations are based on MN/DOT Geodet�c Stat�on Name.SAMS wh�ch ha�an cic�ot'ni�il:9JI.�i tc�i -__--- . . 14� e�..z sn.z s3a� x �3.. � �VGVD29). f.� � I -93 �3.22�-:.q�3.i ��.� 95.00 � g9.6 r` 1 tV =� � 5}) 9de.o �y(�_�_ m ^ - 0 9J].i � ar � aa. s� � �'n vaao �IA� �II � 95J< g.e - s 93�5 li W -&A/'3 /"` �.�+ J. �g v3�a_ ��yan„�_�-Cln^"�'�/ �_ ir� �9N.08 B]].4 �II n I` 5) /.oning InformaHon The currem Zonmg for the subjeci property is CR-I('11 Pamily Lakeshore Residrntial I,' c,per thc . s3�� 93 1 �}4�T�a__ _ �pry05 �+`"9n�� ,53a_.o r__x9339 .� [� C.ityofOronosioninemapdatedSeptember2016 g._�43� � r¢mss�%�� -•�rg �� s a i� II ,.0 1 � 9 J3��.50' � �� a:' � I�� . �y 95.8 �' . � � 9]1.b // C` 93 0 � 1�,�-� >9�3.9 .] � � � Cn� P[InCID01$WCIu[e$¢IbaChS-FIOUL 70(Ce�($hadywOod ROnd) � c �5 � . 1 33.9 � ui � /-�934.0 ,. \ 19.5 � � DOCH Sid27.5feM �9 1 1 q+ Lake 75 fcet(From Ordmary H�,h N�amr I inc) irv= � yyy 3}S 9}}3 - . } � �x 933.5 9]�'I ��9]49' �1. 93a.1 � I �� y �936.6 I � (f11 J].9 1�. ` �I. J 13:' , 1 � ].I 9J1.0 �l �� 5� Y' � �q9x.o 3 � � �7� ' � � � erct ia L � � Hcight.30 fcet � � - - � � .� ��y � n . � � . � \�. Q ; ry.' �- ``: � ' �Y °'u'a y�y NI 9 Q Hardcover 2s percent of lot area(T cr I 1 ,� l��cNi�' � �e t�SP� 1 1 � � 3s.i exisriN°H�SE� : � 93] an 1P95 � � � 93.1J ,��193J.9� �]B� la J`9]S.8 ,�� \� x i y� . �� i"� sa�s# j.. ? � �� ,z. /�q. � � c i I� [,� Please nute that the general resirictions fur the sub�ect property may have been nrt�ended ihruugh a city pm�es>.We cuuld bc m� i � �e s3�-3 � � 93�0 � Y un�wuro of wch amzndmcnrs if they are not m a recorded dowment pmv�dcd to u�.We recnmmend th�e a mning Icaer bc F^/�r�]��r [� � � J�k;9„z 26.3 f( � \1 �,.��9�s e � i M DECK g� z __ 1� obtamed from the Zonine Admmi.trator for the curtent restnctions for thi.arte l1VL:1�IVG�J � I �O� I 93�1 1 �� 1 /93J7 �IGHESif%EEVo ��✓1 J� rji__� _�--75_-_____ /�If` DOCK � POINT RU. (o `� - � 9}5 �J� 9]3.3y EXI IING� 29��. 9]9.99]5.0 1 9]8 � g , Gn�GE� �•93a.o ,� y4 3 ��%6 6) Chlities�.w h �h wn the I«�anon f t I�C n the surveyed pmperry by obcmed endence onty There may be ��., . 9JS.� CURB Q��933 y�q y IF� 3!�__ _ ___93?�} y��q o ,g}}� uIl(1et� und u[I�nICS CnCIIrtIbCClll [hC,l�b [ f0 . P�PaSC IIU[C[hal NC havC nOt � d�Cio heI St.�te(1nc srav e �� s�.x. s .z q��• ,y,y�.y E� g J«P Ix'^Y we arz unawarc p acc p �.� _-EDGE Of WATER LOCATE�ON 6/30/17 9}}fi n i'py, T��T'qyAC�� r �- qx.� / I�' . __,- Call for this survcy There may or may noi be underground utiL�ics m thc mnpped arca ihere£ore ectreme cm iio .�i b � �--- \ � '9SJ5� 9�3�9� � M � `��'� +�'9Ja.o ` OHW ELEVATION�. 929.4 FEET(NGV�29) -� �- �_��"��-twu-�_��- 93J.� �� 9J�N ,. q-yy,., �a y I6J 313a.g.�M � � � g�� I�6 �� 100 VEAR FL00�ELEVATION: 930.1 FEET(NGVD29) exercise bcforc any ezCae-ation takes place on or ncat 1h�5 S�IC Beforc digg�ng,you arc requrtCd by IaN'to nol��,(io�h�r S�u i = i�55 ---- -' - " a 934 4 �9 _ . �.,�a o �� - �9.5 Onc Call at Ica.t 4%houi�in advance at 651/454-0002. ..1 0 - -- ��9�39 FN�IP I/� �9]a ,-\ i9J5.J 9]i2 936.8 i � 6 GNO IP 1 1 � �J� 9J3.5/ �� \ --r'�°�I,Cp4"E 173.6'/- ' s'a.s �� q\ �a "�c, �s � � � � 7) WrHanU Delineafion�No wcHa�d dehnealion was perCortned Cor this survey 1 935 3 .93,a, 1 g 935.5 � /, y�}� `� �k9J1� �� / / �/' � �/� �934� s 1 \ �� Propused�.I��alions , 33 - f" ExisnNc nousE �,�1 � \ r« i F �n � 9]}.8 1 � . 29.6 ' (J. .[EI 1 )7�� _-� ' � _-33 �' � p eti(, '� I�loo 11 �t 7•' ,_- i `Y F-p s.d T p t F und ti f�l atio )� 0 �- I p:cdTopofFoundh EI n 9 � I',��,.,.�J T��f Found t on Ll�ratic i ) 1 1, 1 PROPOSED CONDITIO�S 1 ' � ' �� I � ��z,_ 1 1�� 93a] Ix 1 I L I 1 �.s�� ,�,\� Ex�sT�N�Ho�sE _ y}g „s�3 i / _ I m side o(`the b untlarynline that � �� .�__3 ' � � ` � i�� ' �� =saa5 "sy�.9�2� g.s �� [he fence is located on. � 9aa.o 9ias � s�ay.�� 3.;-'9u.y�89°28�57��E 180.5'/- �--r an. � __,J3 �. I � frvo`P i/x F o P Po�lm G o iP i/z N i x 9v.xv /rz souo m J �-�� 932�t � _9 9}}.] 9]JO � 4%- ' �� Q I �N J 3 2 933.1 95.00 .29 6 �"'� " V �PROP WALL �m BIR/'J�___" /� r� e•... la r> ` a3. � 9a„ ��y� eaas rv� ,n, '� - c �� ,� s�a_i �II � � � � ' g �4 i... .l � . I IS 0 � . (�j NRP 18' 931A-� II \1 I` �� `_ ../- . .� I �9�J F f ` 931J 9]3 I �Y ` 15� 323 - r =�� . O I �✓ . _ ,'� - V �_ . S;3. 914N-- � '(� I -I��3/ �� rr�o a�/s e.� .zx ��.-''Y!� II � 9. �� ;� i 1 J.. 5aa3__--3�� 36S i � (q� �- sT�e � -- - I �� ..... � C �� 9 _�5' � ' PROPOSEO HOUSE & � � �'J ��C �9}��9 9.15J '�, \ �I29 5 � DOCK � �I �._ � � ! � 1720 SHAOYW000 ROAD t`� � � �� \ � 1� n p y� r �.I� � �sas< .��sa�.s sean � � � 1 � I _ \ � � �` I n r" ) � i � ` o I �ffa hpR�� I .C �'1 lL7FfN I �o �sa �'�._ 1 34.3 so.o � 1 ��' �,.�� 1�, ewie �� III �a I o ,��. �� T -� I �� 0 53]� J . �- � � . . ��_�_��__--_- �` 1 �,,. �' `t 83J4 9..;.9 �� I- /� Beai�gsarebaudonlheHenneVnCounty l � � � 1 � ��RO�'X9ERM ---'250� �.L'.�.. +Y�' � �}a. ' ly 5^ � O � S - . B y] CooralnateSYstem(NA�BS tYtl6a41.) T-' . . �y N 4 ENTRANCE N, o �� m� � � .93].4�rn I.'I '� - C ��.•. . .. 1 � � (P ' 1 ' � � 45 � � � 93�.9 y.29.s -� A _ .{y.� � , .. 6 . c � J i � V 3 � { � . I . . ��m �` 67� ��y � J F �p`�'�m .. F I c I � II � L RA � .c/� � p 20 10 0 10 20 AO I � ' -1 � � ��9}S' e :In. � , � � _ _ � �. �d _ i r FAGERNFSS ,� f � � N 9J s� :�+�� PROPOS[D�D�IVEV�A� ti �� P I ;� '-'______F}-75"-'----�'If - DOCK tiCnLF1NFEET �� , ' \os ` 20 �G�Esi Ex E�EV , 4 { SURVEY LEGEND POINT RD. " f� ';:1 �•�r� i �; � �: s�n� a � - � ,v k+-<--- � . \ . , ��N 9J1 z`tlR9 � ' y _. � 98 0 ~ 93a SR �� /1 .9}].i 93� i��9.6 ' giOP� ' L �_ IS 0°3 . J2 0 I Oil O.. �38� �''933.� /� ��; _EDGE OF WATER LOCATED ON 6/30/1] O GAST IFON MONUMENT WOE WALKOUT ELEVATION �91TUMINOUS � �- � 1 � . . � (� �- � -' OHW ELEVATION: 929.4 FEET NGVD29 _� �_� / e .9�3s \�+--._ � � �^��a.i-� � �� ) � CATCH BASIN FFE FIRST FLOOR ELEVATION -BUILOING SETBACK LINE � � �I��-.�w -� � 933.a � _g�� S.Q�y�'S,�,_�fi'�n� n 5 �NCE� _` ' �I 100 YEAR FLOOD ELEVATION�. 930.1 FEET(NGVD29) d FLRREO ENO SECTION GFE GARAGE FLOOR ELEVATION crv .s�.r--. 93]fi 93].-4l 6 -CABLE TV g}Og� 2]55 ---_ _ �_; "�''�` 93J9 iryp p�� 934.9�%9i' 9�9 9]5.] g]52 r �19}.e k "'^ \ {NC iP��i ��9�5 DQ GATE VALVE TOF TOP OF FOUNOATION ELEV. / CONCRETE CUFB u� w eaa.5/ j \f --�'��Z4"E 173.6%� � \p � 0 � y 9326 GUV WIftE LOE LOWEST OPENING ELEV. CONCRETE 'i � \ c0 CABLE TV PEOESTA� 1 , / 93$ y ��e� \ \ � YY MYDRANT �CONTOUR E%ISiING ' '��93 9i /� � , � / I G` j 9 � .g��.� �� O SURYEY MONUMENT SET � ELECTRIC NANMOLORMER �� CONTOIht PROPOSEO / / % '/ �� • SURVEY IAONUMENT FOUND ^- GUAR�RAIL \ ,�- / � � ELECTRIC METER -Oi ORAIN TILE � }`13}-' E%ISTING HOUSE � I � Q SURVEY CONTROL POINT -ELc LICNT POLE / 1 A �� 296 � OO GAS VALVE -x �-FENCERIC UNDERGROUND 1 _ 33_�_---''� 1 i `Y �i, POWER POLE -io �` 0 SANITARY MANHOLE �" HAN�HOLE -GAs-FIBER OPTIC UNOERGRCUNC 1 0 SOIL BORING -GAS UNOERGROUA� O SANITARY CLEANOUT 1 1 1 v SIGN 3T' TREE CONIFEROUS -�"= OVERHEAD UTILITY ` GROUNO ELEVATION � TREE DEq0U0U5 H41++44f+tHHH+RAILROA�TRACKS 9� STORM DRAIN � TELEPMONE AIANHOLE -SANITARY SEWER � � TELEPHONE PEDESTAL -�fL STORM SEWER STORM AIANHOLE -TELEPMONE UNDERGROUN� �TRAFFlC SIGNAL C) YARD LIGHT �� UTILITY MANHOLE -- -UTILITY UN�ERGROUND OO A/C UNIT OO UTILITY PEDESTA� --I WATERMAIN � WE�L � FIELD CREW N0. BT DATE REVISION I l��rch�[�'rtil�Ih:�t Il��i�siin��.�Ivn i��n��+��rl��a��tc��rcil h�ini'n�uiiA�'r in�ilircc[su�.n�isi��n a�id Ihit I.��n a dul�Lii�n��'d TWP:117-RGE.23-SEC.17 FILE NO. �=En�,��o��N�,o�51R�a�1�o�.�,o�oR ,��as��.��a��n�i�w��uh�5��,��M��,o�:�_ E� �� He��eP��co�� CERTIFICATE OF SURVEY sz�es-oo, NETE ', EMW 9"�8'I01r PROPOSEDCONDITIONS CONV[VANCEOFINFORMATION)OfT1115PRODUCTIS iaE� �''%F Y � DR4WN 2 EMW 9/2N201] UPDATEHARDCOVER,DRNEWAYSIZE STRICTLYPROIIIBITEDWITHOUTSATHRE-9ERGOUIST,INC's D�[tJ[hi�bth S ,'_1117. w� �� SATHRE-BERGQUIST INC. I�� EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAIO 5°��P��' N OBP 3 EMW 10/1f✓2011 FOUNDATIONREVISION AUTHORIZATIONCONSTITUTESANILLEGITIMATEUSEAND ' ORONO� PRLPAREDFOR. 1 cHECKFo a EMw 11ne/zot� CITY COMMENTs SHnLL THEREBY INDEMNIFv SATHRE$ERGOUIST.INC.oF 1 �,,, � 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 ALLRESPONSIBILITY.SATHRE-9ERGOlIIST,INC.RESERVES DBP � �«�^� � "'"'"'.5"T"RE.°°"^ MINNESOTA TRAVIS HANSBERGER THE RIGHT TO HO��ANY ILLEGITIMATE USER OR PARtt 4i � OPTE LEGALLYRESPONSIBLEFORDHMPGESORLOSSES povid6.I'cmbcrton,I'L$ h7inn�solul.iccn.c�o.4ViJJ Nc��RS P�P�? 09IOSItI RESULTING FROM ILLEGITINWiE USE. �imbin�ii!ii,.a�hrc.cum