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Home My WebLink About2017-00327 - detached garage ' ` � CITY OF ORONO * 2 0 1 7 - 0 0 3 2 7 * 2750 KELLEY PARKWAY DATE [SSUED: 04/17/2017 ORONO, MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 2800 SHADYWOOD RD PIN : 21-117-23-13-0023 LEGAL DESC : REG. LAND SURVEY NO. 1 196 : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : GARAGE-DETACHED ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 35,000.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) DETACHED GARAGE APPLICANT PERMIT FEE SCHEDULE 546.57 STATE SURCHARGE(VALUATION) 17.50 CREEK HILL CUSTOM HOMES TOTAL 564.07 15235 65TH PL N MAPLE GROVE, MN 55311- Payment(s) CHECK 1245 564.07 (763)553-0325 Minnesota State License#: BUIL-20415174 OWNER BERGH, HANS& SHARON 2800 SHADYWOOD RD EXCELSIOR, MN 55331- AGREEMENT AND SWORN 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 and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 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 revoked at any time for d�cause. �, .�`�; J �'�--_� �l /�/ �% 7 / l l � Applicant Pe itee Signature Date ssued By gnature Date . � � CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS %f ��p�\,. Mailing Address: Permit number. " ��/ 7-G'(i'� /� �"` `V�� PO Box 66 � ��7 �� Crystal Bay, MN 55323-0066 Date received: '�- �� i Received by: �� y � ' Street Address:' ��?, �� 2750 Kelley Parkway Plan review fee: ��J��, o� � '� Orono, MN 55356 . C"`�-�_ �� `9�FSti° �/ Main: 952-249-4600 -- Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: � � Job Site Address: �">�� ..� Will this be a Parade of Homes, Remodelers Showc e Home or other isplay Home? ❑ Yes No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: C�� J_-{? c L �1.� T��'�C �%u�`� State License# �i C- c.�j�� Expiration Date: /SrtA-,��f�- ..�0/9 Phone: (cell to�L - c� - ' .G� (office ' �-_��3-�3�.5 Mailing Address: j�� - � �,��'N- ,�'� Cit :�/1 '�ZIP: �5_, Contact Person: /S�!/ K' /�}� [t�S,qGt=�r �"�l Applicant is: n rac o / Homeowner (Cirde One) Email and/or Fax: �� p� ��/� �1� �{;]'o;t,t fF�S „ �t�M PROPERTY OWNER INFORMATION: Name: �f�-�� 'i- G� Phone (day): (p/L— �7c� -- 7`f (� Address: City: ZIP: Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: 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 Bldg./Garage ❑ Addition attached garage ❑ Deck ❑ Public Sewer ❑ Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water '`"Any earth movement may also require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd ��-"7 f}�� '�� Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �� Last Updated: January 2016 ` � � STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) a. Length (ft.)= "�` � Number of bedrooms= 2. Occupancy: �,�i`� '� b.Width (ft.)= � 7 Number of garage stalls: 3. Occupant Load: Areas in square feet Attached = �..� �l,/ c. Basement= Detached= /�.� 4. Type of Construction: �i�(,l. d. 1 S�Story = �. �� e. 2"d Story= 5. Code Edition: ��,� � � f. '/z Story = g. Total Area= /(�_'-�� 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 ❑ ❑ Plan Review Fee ❑ ❑ Com leted A plication 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 ❑ ❑ Survey—2 full size,to scale(meetin ALL survey requirements) ❑ ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landscape Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review 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: Owner's Signature: Date: Last Updated: January 2016 ' ' PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ��v ��Y��0� ��M Permit No.: �-�✓�7 ' ��2-7 Description of work: �j��C,.J Date Rec'd: �-tli '�� Septic review by: �� - wQ� Date Approved: !^� Zoning review by: Date Approved: �� 2 i � Building review by: Date Approved: Grading review by: i� ( �--� Date Approved: . � ' Zoning District: � Zoning File#: '" �� Resolution? Yes Reso#:� �fl 15 Reso Date: �"l•�� Signed: Yes No Resolution/NA Zoning: Lot Area: /AC Width: Structural Coverage: ��SF ��"I % Survey Submitted: �es � No Date of Survey: �• �0•�� Revised date(?): Landscape plan submitted? 0 Yes Landscaper: � N one proposed Pro osed Setbacks: �(Lake) R�(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side � Buildinq Heiaht Analvsis: Distance Between First Floor and defi Top of �a� Roof See "buildin hei ht" defin� ' First Floor Elevation from b ' in lans : (b) Highest Existing groun evel (per survey) or 10' �� above lowest roun evel, whichever is lower: Difference betw n b and c : (d) Defined ildin Height (a) - (d): � ��,� S�� e Lakeshore Setback g�uff Shoreland District MCW a��"""`� . Met? Yes � No Permit Number. � � No 0 N/A � Ye No � 0 N/A-see atta� ��..� � �A Setback: ��'J Stormwater Quality Existi . ,.,Nusea Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s �,3q�p Yes 0 No � Yes � No � 2 3 4 5 ��1� � TyI-e(S)� t l0I-W� 'FN TYPe(S)� - Y'ca/ S�c.h�cuc. Updated: October 2016 _ �(t �'t„ ��,n v:\forms�plan review checklist 10-2016.docx �7 S� S��' � �'pwR�t u.x,h h.�IS�W� Of' �Or, -CGrt�4�M�rg Fees to be Char ed YES NO Permit � Plan Review ' State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ 1 S' Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: �V Orono Inspections Required Work Requiring Separate Permits Footing � Site � Plumbing � Grading/Filling � Poured Wall � Silt Fence/Erosion Control 0 Mechanical 0 Fire 0 Foundation Survey 0 Hardcover Removal � Fireplace � Water Connection � Framing Other(specify) � Masonry � Sewer Connection � Waterproofing/Drain tile � Mfg. 0 Lawn Irrigation � Foundation Waterproofing �� e��f � Other(specify) 0 Landscaping �Framing � Insulation uilt Survey Final � Lathe Required State Permits � 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. t,�, � � , . ,y . , '�' tl � „� ^ Updated: October 2016 v:\forms�plan review checklist 10-2016.docx City of Orono �°�✓� Hardcover Calculation Worksheet Property Address: 2800 Shadywood Road (our survey 160758) ti� �,�' Prepared by: Joshua S. Rinke PE No. 52716 Date: 10/31/2016 �'��"tswo�`` Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A House 1,924 S.F. B Garage 1,081 S.F. C Dec 1,304 S.F. D Lan scaping W Un er ayment 1,040 S.F. E Bituminous Driveway 2,852 S.F. F Concrete Wa 103 S.F. G Stone Wa s Driveway Area 76 S.F. H Stone Wa s Aroun Trees 41 S.F. I Stepping Stones 25 S.F. J Concrete East o Garage 310 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. 1 Total Existin Hardcover 8 756 S.F. Excludable Hardcover See Cit Code Sec 78-1684 Ret. Walls 117 S.F. S.F. S.F. S.F. .F. 2 Total Excludable Hardcover 117 S.F. 3 Net Existin Hardcover 8 639 S.F. 4 Total Lot Area 36 785 S.F. Existing Hardcover Percentage [(3)/(4)] 23.49% AD VANCE S UR VEYING & ENGINEERING CO. I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed professional land surveyor under the laws of the State of Minnesota. �� , Joshua S. Rinke PE No. 52716 Step 2: PROPOSED 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A House 2,841 S.F. B Garage 1,081 S.F. C Patio Nort o Home 522 S.F. D Concrete Covere Stoop 195 S.F. E Concrete Wa East&West o Garage 331 S.F. F Bituminous Driveway 2,898 S.F. G Stone Wa s Driveway Area 76 S.F. H Stone Wa s Aroun Trees 25 S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. 4 S.F. R S.F. S S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. 1 Total Pro osed Hardcover 7 969 S.F. Excludable Hardcover See Cit Code Sec 78-1684 Ret.Walls 101 S.F. S.F. S.F. S.F. S. . 2 Total Excludable Hardcover 101 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 7 868 S.F. 4 Total Lot Area 36 785 S.F. Proposed Hardcover Percentage [(3)/(4)] 21.39% � DATE TIME CITY O�ORONO CALLED IN IN8PEC''�'tON N TICE 7 sc►iEou�Eo PERMIT NO. �C`7'' C�✓Z� COMPLETED �T 7 % ADDRESS �� c•�� OMINER TELEPHONE NO. CONTRACTOR � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � � POURED WALL ❑ PLUMBING RI ❑ EXCAWCiRADIN(i/FILLIN� O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPUIINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP 41 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIFIEMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z dIMN9Y�OKTRACrOR i'�MEET Y�U:_YES_NO � COMMENTS: 4 0 C! C V�� D?S�� . a� O W OC Q � W W � � J W SATISFACTORY:PROCEED O PROJECT COMPLETE O OOf#iECT WORK a PROCEED O ISSUE CERTIFIC/1TE OF OOCUPYINC� 0 ❑�CT VMORK,CALL FOR i�INSPEC710N TEIAPORARY V BEFORE CdNEfMNO PERMANENT ❑(X�iRECT UN3AFE OONDI110N WITHIN FIOURS. ❑p�{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER P08TED.CALL INSPECTOR O CCfATION ISSUED O INSPEC710N REW IRED.CALL TO ARRANf3E ACCESS. csM br a�e�ext�specao�2�na�rs�n ad�►anos. (952) 249-4600 on sitg: 1 1NhN�CopylMap�ctor's FlN �^�ry�� i ' ----- Forwarded Message----- ��Q� d�� From: Corey Scherber<corev.scherberco(c�qmail.com> To: Michael Hillesheim <m hiilesheim(a�vahoo.com> Sent: Tuesday, May 30, 2017 5:01 AM Subject: Shadywood Garage Torque Chart Pile # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 WL Kips 27.5 27.5 35 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 UL Kips 55 55 70 55 55 55 55 55 55 55 55 55 55 55 55 PSI 1150 1150 1150 1850 1150 1150 1150 1150 1150 1150 1150 1150 1150 1150 1150 Depth FT 12 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 17 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 22 900 800 800 800 900 800 800 800 800 800 900 800 800 800 900 27 1600 1550 900 1100 1000 1000 900 1200 1200 1000 1000 1250 1000 900 1000 32 900 1250 1450 1550 1550 1650 1600 1800 1600 1800 37 900 42 1800 47 2100 52 57 62 67 72 77 82 87 � �� -� � DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE �.Z� SCHEDULED �C� l 7 ' PERMIT NO. t 7�� COMPLETED ADDRESS � ��' � '� � �� OWNER TELEPHONE N . ��%� � �� 'ZS CONTRACTOR ��-�� S�t�� DESCRIPTION r �%�' �� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION 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 _ ❑ DEMO-SITE ��PTIC INSTALL �t 2 O'YVNERICONTMCTOR TO M YES_NO h COMMENT'S: � � - Sf',`// ��/ �o �.Y1�, /��a/ ,J� .�n,rr o �•r , ;/r � � � � =�j'/l� j"��f'�1 �� i�'/c�� a �nr'r✓.�c� -�..3 W Qr3[ ✓�/�,�7;//'�«'� (�'l'�t� . /'�� !'1��+'�� v Z W � W � � O W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE W CORRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONOITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Catl for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector: r�� ' White CopyAnspectc�'s F��e Canary CopylSfte Notfes �� DATE TIME / CITY OF ORONO cnLLED IN \/ INSPECTION NOTICE p/� SCHEDULED �12 ��O PERMIT NO.�QL�"��? `� COMPLETED ADDRESS �� NNER TELEPHO�E NO. CONTRACTOR � DESCRIPTION t~y ❑ FOOTING ❑ DE O-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEaC�1�fTRACTOR TO MEET Y�OU:_YES_NO � COMAAENTS: � , l � — /PP GZ/' ��,�j' l/ -�o ��nQ i n�� O / � O W � Q � W W � j � WOIiK SATISFACTORY:PROCEED � ❑PROJECT COMPLETE W�L CORRECT WORK�PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOUFtS. p pF{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next irispection 24 hours in advance. (952) 249-4600 OwnerfContractor on site: Inspector: /'yI a✓"�G �. White CoPYMnspector's FlN C�nary CoPYISih NMie� /� 1 /C�� DATE TIME � CITY ORONO CALLED IN � INSPECTION�OTI E �-,s CHEDULED � - PERMIT NO. , � �'��" �cOMPLEfED ADDRESS .��C �- ,�1� �-G�-�(.I L�.?�'t-C_' I� OWNER TELEPHONE NO. � ��C��t�� CONTRACTOR �-�—�e- '� �� /� � � DESCRIPTION �V�-�'�`�� . ��a-�c��- 11� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ �PTIC INSTALL 2 OWNERlCONTMCTOR TO MEET YOU: YES_NO y COMMENTS: a � PGT✓'/ GC� �P� S� 0 � 0 � /=r�rn�%,� loo�.�vod 0 W � Q � 2 W � W � � � WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE w ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52 j 249-4600 OwnerlContractor on site: Inspector: ��G''��G G• White Copyllnspector's File Cenary CopylSite Notice � ' � �V D TIME CITY OF ORONO cnLLED IN � � INSPECTION NO�I��_D�3 �/SCHEDULED 7 � �� PERMR NO. � o � / COMPL ADDRESS � OMINER T EP NE . � � "' � CONTRACTOR �� DESCRIPTION ty ❑ FOOTING DEMO-FI L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINCa O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT '��FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O�WNBIlCONTRACTOR TO MEET Y�1l:_YES_NO � COMMENTS: 4 Ca 1 1 i�c^�fi''a h S o ht � � w o�^ �. � � �'l �G �/�h� �O W � Q � � W aC J � ❑WiORK SATISFACTORV:PFiOCEED �PROJECT COMPLETE W ❑OORRECT WORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY � ❑(�RRECT WORK,CALL FOR REINSPECTION TEMPOFiARY V BEFORE COVERINO PERIdANENT ❑(bRRECT UNSAFE CONDITION WITHIN H��- ❑pHpTO TAKEN INSPECTORIMLLRErURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRAN(iE ACCESS. cen ror tne�ext inspectton 2a nou�s�adv�ce. 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'�%o, , �,r •, ' h a! `�y,S�jN , �� ----.,,,�1 �y+t; " � '" � ��`n� City of Orona `�� - �+ ,` � Planning&Zoning Plan Review ''� +� `�'� �' � �Vy ��,y� Site Plan Review Date: �''^ /R� � � / p PFROVED ,� 5 �' �pPROVED WITH REVISIONS(see notes) 1.�.� � � �� ❑DENIE�� , , , �, . - s - . ,. . _ ' o' ��_� ��Y<� , Staff._.___ _ �� ` ' Z�o shadYWood Rd ( �C.� �� f `� '` �.� � 20��- oo3z7 C�a I HEREBY CERTIFY THAT THIS PLAN, SPECIFICAl10N OR ADVANCE SURVEYING SHEET TITLE ' _ REPORT WAS PREPARED BY ME OR UNDER MY DIRECT _ _ ciioro�ncin�i e�in TunT i eu e n��v I�r��lc�n cl IR\/GVGII RV• R FNC�INFFRIN� IN�: Creek Hili Custom Homes, Inc. 15235 65th Place N. Maple Grove,MN 55311 ReNsion Date Desaiplron LENGiM OF CO!JTINUOUS HEADER FA4TEN FMMIN�ABOVE AS --------- SYWN7d FOR BRACED WALL PANELB ___"_ ___'_'___'—__........_........_......__:...._..._--�-_._:_._s__..__.._...__....______ _ _'__ __ _ _ _'" __ '_ � _ ___ __ ' _ _ NNL SHEATHINO TO HEADEfl w/BE NAK$�3'O.C.EA WAV 7YP. � --FASTEN KING STVD TO HEADEp w/ % �� (2)ROW318ESINKERNAILS�3'O.C. � SIMPSON LSTA30 STRIIP ON INSIDE FACE PLANS SMOWN LqHT IN BACKOROUND ME FOH FASTEN TOP PUTE TO HERDER w/(2) OF WALI(PROVIDE SPACER TO FWSH EL MENTS RESHOWN UO MAV 170`T NECE$,qARI V ROWS 18d Slld(ER NAILS�3'O.C. � �3)H�$'LVL �•j�/ p�7 HEADER TO WALL 5TUD THICKNESS) CONTINUOUS $UPGORT THE IUNSON GROUPS DE3qN. . 1'-�'2MIN. HEADEfl 1'-il�'xMIN. %� 1'-0"2 MIN.AT SIM. 2'-0't MIN.AT SIM. SMALL MATCM AREA INDICpTES�e� LOCATE PANEL JOINT WRMIN 7-0'FROM TMICKER PLYWOOD OR OSB SHEATHINO . APPLIED TO EXTERIOR SIDE OF STUDS CENTER OF WALL HEN3HT AS REQ'D(9�SOLID NpIL SHEATHINO�ROUND PERIMEfER H BLOCqN(3 REWIRED AT SHEATHING JOIHn INTERME�IATE-�-\ ROWS 8tl NAlL3�9'O.C.STA(iGERED 8 TO� EiEARING STUDS BV PUTES/BLOCKING�3'O.CJ WZ (t�Di88FJ�RINGSTUD8�1)2x8FULL � SUPPIIER 7 HEIOHT STUD EI1CH EHD OF MEAOER �� LARQE HATCM AREA INDICATES'/�e OFi m 3 TMILKER PLYWOOD Ofi 0.S8 SHEA7HING (2�2ce BEARINO S7UDS MIN. IIPPLIED TO E%TERIOR SIDE OF STUDS . (VERIFY w/SUPPLIER) w/STANDARD 8Y12'tLULING .....;. . ...... ... ........ BRACED. (�� (�T1� . PROVIDE 2x8�i6'O.C. WALL LINE '�. -'^ . .,. '',. %� �� INFILLFRAMING7YP. E �, ,. SIMPSONSiHD74EMBEDDEDHOLDOWN `�5�� 3 '. ; IINCHOR AT IOCAT10N5 SHOWN ' �� Yz'0 ANCHOR BOLTS�T MIN.EMBED) . (REfERT01/52fORALTERNATIVEOPfION- %� �72'O.C.AUx. �E�W�'� '�. � '�. TOBEl1SE0w/SILLPLATEOVERHANG) . . , FOUNDATIONWALLBEIOW SHOWNM352 •,• . . . � . _ � < . 2 FRAMING DETAIL "�$ c � RIG!OSHEARGMlEL "� ... . . .. .. �y� NOTE d � INFOAPPLIESSVMMETPICALLYACfl0.SS � �. ' - . �ETAILUNLESSNOTEDO-�MERVYISE. CONSTRUCT : �. � - ...FASTEN FRAMIN(3 ABOVE AS SHOVM SHEAHWALL AS SMONM ; �. i - -- -- FOH BRACED WALL PANELS ALON(i IN 3/52 MIRHORE� ��. .... .. .-.—' '--' - .. .-. THISSHEARWALLlSWELLAS B�� (�� .(1,� �.. -� - ' ABOVE OVERHEAD DOOR WALL LINE . ��- -��_ �� HEADERBBEARINGn(ING S'fUDS Al'SIDES OF j� OPENINGS BV SUPPUER � REFERENCE PLAN � � B�RAGE PLAN SiqMM FOH �' SIMPSON HTTS HOIDOMM LOCATqN REFERENCE ONIV TVPICAL 9�6 STUDS�16'O C. ANCMOR AT LOCATIONS SHONM NAILEO TO DOUBLE STUOS w/ % PROVIDE DOUBLE STUDS 1¢'0 x 1Y LONG SIAIPSON 71TEN H�SCqEW-IN ANCHOR IHfO � AT END OF SHEAFiWALL CANCRETE ��I HATCNED AREA INDICATES'/�y'OH � � -� I��Y��Y��a P�,��d rBpOrt THICKER PLV WOODlaSB E%TERIOH CONCRE7E wes prepat9A py mg Or wMer my�rect supeMtion SHEATHING FASTENED TO STUDS w/ „ /-�1NDATION e!M�het I Bm e duly LiCensed ProfBBgipn9l En0lneef � BO NAILS�6'O.C.AT PANEI EDGES . �-� BE�� UIWef U1B IBW6 01 tl18 51910 OI MIfR�B30�i. . 8�17 O.C.AT INTEpIOR SUPPOPT$ �' ` -'"'` �. � SWned: _n�=:;3:s L j' SIMPSONSTHD14HOlDOWN � ' ANCHOR FASTENED TO DOUBIE PAnt Neme: Rvan Meck STU0.5(REFER TO 9/52 FOR j rosr.ir�sr��oNaoovm �l FRAMING DETAIL oare: to�z�-is �Numte�: aesis OPfKK!-TO BE USEO w/SIIL PUTEOVERHANG) ��l POST-INSTALLEDHOLDOWNOPTION (2)K'Bu'1CHOR BOLTS(T MIN.EMI3ED) /-TMICKENEO EOOE 3LA8 FOUNOATqN / BELOW REINFOfiCED PER HOUSE PLANS , '� . a ' 3W7 Kdrtw 4rr NarM 8uM 4 � PIymWN,MN 561A7 � TN B1P-70B35T2 , FRAMING vETAiL -�•�� (UMOESHEARWALL Bergh Residence 2800 Shadywood Road Excelsior,MN Project Number: 6.6IXi A� Dete: October 27.2016 ,`7- Sheets: 2 0l 2 v •�� DESK'iNOFACAST-IN-PLACECONCHEfEGMDEBEAMANDSTRUCNML5U8,A4WELLA8LAVOUTOFSUPPORTIN(iHELICAL Creek Hill Custom PoERS FOR PESIDEMipI DETACMEO 6ARAGE.CONSTRUCTION IS TO BE DONE M ACCORDANCE WffH THESE DRANMN0.4 AND STANDMDINWSTRVPRACTICE 2<�-0• Homes� InCi. 1.THESE OOClM1ENT5 APPLV TO STRUCTURAL SCREW ANCHOR LOC�TION.4 AND CONCRETE GRADE BEAM REOUIREMENT3 s• ' �r-r �r-r s 15235 65th PI8C@ N. ONIV.REFER TO(3MFdE PUNS WH MORE INFORY�TIai.If FRAMHMa VARIES FROM 1HAT 9HOWN ON PLANS,CONTACT ! � Tl7E HANSON GROUP FOH NEVIEW OF IMPNCT qi WUNDATqN ELEMEMS.R WAS PEPOATED 7XAT THE STRUC7URE WOULD " � " _ _ _ r Maple Grove,MN 55311 BE WOOD-FRAMEU A90VE ORRDE. T- -- - -- - - - - - 2.ALL WOOD FRAMIN6,BEAMS,GIRDER TRUSSES,BFARIq�STUDS,EfC.A1A RESPECTIVE ANCHORACiE ARE BY OTHERS. _ I 3.DMIN TILE,DAMPPROOFING ANDIOq WAiERPROOFING,d BJSULATION,AS WELi.AS TME�F INSTALUTION,ARE TO BE IN ' - ACCORDANCE YYlfH TNE CADE. 0.PROVIDE RDEOUA7E FRQST PNOTECTqN FOR ALl(iRADE BEAMS. g-{ I ReviBlon D2IB Decaiplion S.HELICAL 3CPEW ANCHqi$ARE TO BE DE81(i�IED BV THE MNIUFACTURER FOR R WORKMI�LOAD AS DE310NATED ON THE I I I ]�Z �^ I PLAN UNLESS NOTED OTHERWISE.INSTALL ANCFqRS TO 7WICE TXIS VAW E FOP Ml ULTMIATE LOAD RESPECTIVELV WI7H A FACTOR OF SAFETY-2.DEPTH OF INSTALUTION TO�DEfERMMED BV THE IN8TALLEP AND/OR A OEOTECHNICAL I o I I '��; I I EN(i1NEER.INCREA9E LWD FOR POTENTULL DOWN DRAO AS REOUIRED. B.IN9TALL SCREW ANC110RS TO WffHiN t OF TNE LOCATIONS SHOMM ON 7NE PUN AND IN THE UETAIL3.ANCHORS AND WN1S _ AfiE TO BE CENTERED ON OMDE BEAM UNLESS OTMERWISE 9HOMM. ( a I I I I a 7.ALL&1R SPLICES ME TO BE A MINIAdlM OF 48 BM OUMEfEPS. 8.PROVIDE MATCHIN[3 HOq(BRfi6 POti ALL HORIZONTAL BAR3 AT All WALL 8 ORADE BEAM CARNERS AND INTEHSECTIONS. I I I I I I ' LAP ALl HOOKS AND HORRONTALS PER N07E 7.SEE DETAIL?/57 AND]181. B.CONTRACTOR 6 BUILOEP ME TO VERIFY RLL DIMENSIONS AND CONDITIONS PRIOR TO WORK CANTRCT ENOINEER IF ANV D19CqEPANCIESMISE. 11.EL.EMENTSNOT SUPPOAATED BV�EEP FWNDATKKJ MAV SETRE AND E%PERIENCE DISTRESS.DIFFERENTIAL AqVEMEM MAV I I �I I �� OCCUR BETWEEN NEW AND E%IS'fING ELEMENT88UPPORTED BV DEEP FOUNDATIqJS. 12.ORADE BEAM MAV BE PLACEO AT ELEVATqNS LOWER THAN SFqWN IN TME DETAll3. MAIMAIN 8•HELICAL PIER EMBED AS � I I I I SHOWN I 13.GRADE BFAM TO WALL CENfERLINE3 MAV BE OFFSET UP TO 2',MOWEVER,A MINIMUM OF 7 OF 4MDE BEAM IS N EMEND BEYOND TME wALI FACE ON EACH SIDE. I I e I 11.SLOPE OMDE OOWN ANO RWRY FROM iHE STAUCTURE A MWIMUM OFT WITHIN THE FIRST TEN FEET UNLESS ADEOUATE � $� � DMINROE OR SWALES ARE PROVIDED. � i6.BOTH MATEHIALS MID @ISTALLATION OF DMM TILE,WATER-PROOFMKi,CONTROL JOttJTS,FUSHING,AND INSUUTION ME �TO BE Ml ACCAADANCE WITM THE CADE BY THE OENEML CONfRACTOR.UNLESS NOTED OTNERWISE. � I b I I � � 18.RLLWALLWIDTHSSHOWNAqENOM4IALDIMENSqN8,UNLES6NOTEDOTHERWtSE.OVEMLLWAl1THIGWE88MAVVARVBV I I I I a UP T014'FROM THAT SlqWN ON THE DMWINGS. i � 77.REINfOHCINOPUCEMEMTq.ERIWCEISNOTTOE%CEED74'.BARSBEINOSPLICEDMETOBEWITMMl2'OFCENTERLINE. I I I I �DICATESSPANDIRECTIONOFfi'iF11Cl(C.I.P. 7YW0 IS NOT REOUIREU PROVIOED 7HESE TOLERANCES ARE MET. I CONCRETE STRUCTUML SLAB w/�5 BMS Q 1Y 1B.DOWEL3 MAY 8E DRILLED AND OpOUTEO IN PLACE.VEPi1CAL BAfiS RND DOWEl3 DO NOT NEEO TO ALHiN.VEPTICRI BARS I O.C.OR/8&1RS�18'O.C.IN SPAN DIRECTION MAV BE ORILLED AND EMBEDDED 5'INT07HE STRIP FOOTIN6 MI UEU OF DOWELS. � I I I (7 FROM BOTTOM OF SUB)8 H BARS @ 18' 18.SILL PLA7E8 APE TO BE ANCHORED WI7H R MINMIUM OF 1Mq ANCHORS PER 91LL SEC710N.ALL SECTIONS I1RE TO HAVE AN j -I I O.C.IN TRANSVERSE DNiECTION TVP. ANCHOR WITHIN 1'TO 12'OF EACH END.AN ANCHqi IS TO BE PLACED AT ALL WALL CORNER9 AND INTERSECTIONS ON �ry I BI I � WALLS MORE THAN TWO FEET IN LENf3TH.WN13 7W0 FEET OP LESS IN LEN67H PC-0UIRE A MINIMUM OF ONE ANCHOR. REOUIREMEMS FOR SHEAR WALIS AND BRACED PANELS MY BE IN EXCESS OF iHESE REWIIREMENTS. & f I � I I I 20.STRUCiURRL ORM(iE SLA&S ME NOT PROTECTED FRpA POTEM4LL FROST HEAVE.BUILDER MAV`MSH TO TAKE ! I PREVENTATIVE I�ffA3URE3 BY QfNERS.TNE MAN�J 6ROlIP RECOMMENOS N�J-FROST SU9CEPfIBLE Fpl BELOW THE I' SLA&S TO TME BOTTaA OF THE GMDE BEMiS.THE HANSqJ OfiWP RECOMMENOS A WATERPROOF,TMFFIC RESIUENT � I I I I COATMG OVER GFRRGE&IABS TO PROTECT SLAB FROM DISTRESS AND CIXiNOSION. I i I I I I I 21.SLA8 CLFAR CAVER PqTEO ASSIILES PUCEAffNT OVER PaY OR ALTERNATIVE EARTH BARHIER. AIATEPoALS c I o CANCHEfE' FOOTINCa6-FC.S,OOD P51�78 D�VS OR 6,000 PSI WI7N Ml .I I b I I I RPPROVED ADMIX7URE THNT PROVIOE3 A WATER AND VRPOF RE516TANCE AT LEAST EpUIVALENT TO S,OW P51 CONCFETE �, S7NUCTURAL SIABS-Fc.6.000 P510 28 DAVS I� I I I I I o WALLS-Fc.3,500PS1�2B�AVS �i' I I I REINFORCING STEEL: ASTM A815 GRRDE 80 5 AGGREQR7E: GMDE BEAMS-7 Xf IMK �j� �St SUBS 8 WILLLS-�'AUX ;I I I gl I � BACKF61: CUV(IXiWP 111)-ABSUh�D '. Y.-eoPSF�rincTlv� _�_ I . I I I ��L�: �P� ;i I I I I r+oov o�o wno: ie rsF � I I I I � srowwe we iono: ao esF 6ARAGE LIVE tAAD: 50 PSF OR YIWO l8.CONC. I I . WOOD FLOOR DEAD LOM: 15 PSF b I b I I I &UB DEAD L.OAD: VMIES I150 PCF) a i i I b I I I I ii WOOD WALL IOAD: 10 PSF N N � I � 20�15 M�INNESOTA RESIDEMIAL CADE �_ I 5 I I �i� I I ABBMEVIA710M8 j' SL g'- - - J ,b- - _- - J ,� TYP. - TYPICAL SIM. - SMIILAR ' U.N.O. . UNLESSNOTEDOTHERWISE MIN. . MINIMUM 5' 11'-T 71'-T 5'� MAX - MA%IMUM - O.C. - ONCENTER NT$ . NOT TO SCALE � ' 27.SKIPANCHOHS , F____.___��TION PLAN � O - 35 KIP ANCIpfiS S� SCALE.Ys'=1'-0'(24'�38'SHEET SIZE) UP�e BAH DIMIETERS O = 27.5 KIP ANCMORS a O = 75 KIP ANCMOHS . 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