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Home My WebLink About2014-00208 (new structure) , . CITY OF ORONO * 2 0 1 4 - P1 0 2 0 8 * 2750 KELLEY PARKWAY DATE ISSUED: 04/14/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2625 CASCADE LA PIN : 33-118-23-11-0116 LEGAL DESC : S"T'ONEBAY FIFTH ADDITION : LOT 006 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RES[DENTIAL CONSTRUCTION TYPE : TOWNk-IOME _ (GX) �� v F- ,, ACTIVITY : �9�5�� FAMILY [tf3lt�E-S;-��f} VALUATION : � 231,73�.60 NO"l�f?� SEPARA"(E P1�:RM1"I�S R�QUIRED: PLUMBING, MGCHnNICAL,PIREPLf1C}�:, WA'I'ER CONNF.C"I�ION. SP,WER CONNI�,C�I'ION, t?LEC�I�RICAL(S"I�A"I'E:) NO"l�F,: PRIOR TO THE STAR"1�OF PRAMING AN AS-BUILT FO�SURVEY MUS"I�I3E SUBMITTGD AND APPROVED BY THE C[TY OR A STOP WORK ORDER WILL BE 1SSUl�D: [NITIAL: NOTE: YRIOR T'O ISSUANCE OF A—C��-��ATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED F3Y STAFF. INITIAL: NOTE: IN"I'HE EVENT OF WIN"I�ER CONDITIONS OR OTHER UNFAVORABLE WE f�ER CONDITIONS(WHICII PREVENT THE COMPLET[ON OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BU[LT SUR ) T PORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRGS A$10,000 ESCROW. [NITIAL: APPLICANT PERMIT FEE SCHEDULE 1,848.75 PLAN REVIEW 163.80 STONF.BAY BUILDERS LLC STATE SURCHARGE(VALUATION) 115.87 14870 BROCKTON LANE DAYTON, MN 55327- S.A.C. 2,485.00 (612)363-4304 TOTAL 4,613.42 Payment(s) CHECK 1004 4,613.42 OWNER BUILDERS LLC, STONEBAY 16135 SSTH AVENUE NORTH PLYMOUTH, MN 55446- AGREEMENT AND SWORN STATEMENT The work for��hich this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and [he State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate pennits. All provisions of laws and ordinances goveming this rype of work shall be compicd with whether or not specified herein.This permit will expire and becomc null and void if construction authorized is not commenced��ithin I RO days of the datc of issuance,or if construction is suspended for a period of I AO days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requcsted in conformance with the State Building Code This permit ma��bc revuked at a�rv t� �f�or due c�use. �� / / / / � lican er itee_� ature Datc Issued B�� nature � Date �,, �, P�:AN REVIEIlV CHEC�(LIST FOR �VEW STRUCTURES / ADDI1`601VS Address/Permit Number: � . �v� ��S Description of work: ��'�i � � ;; Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: Date Approved: �-d� — e Grading review by: � Date Approved: �� Zoning District: Zoning File#: Reso#: Reso Date: ;: Zoning: Lot Area: SF/AC lNidth: Lot Coverage: SF _% Survey Submitted: �es ❑ No Date of Survey. .�3 'E�`� �� Revised date(?): •,��.f�" Pro osed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E 1N ) Other�uildings 1Netland Side Side Defined Height: Peak Fleight: FFE: FFE minus 6 feet (Existing Contour) � � Perimeter(linear feet) = 50%_ #of Stories Ok? � Y S .�; � FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: � � �� " �0 �� The distance between the lowest FOR A B D NG O A LAB FOUNDATION: START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance between the top of slab and the highest point of the roof. If you have a... If you have a... • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gabfe or hipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON . GABLE OR HIPPED ROOF(with TYPE) windows): Sub4ract half the ROOF TYPE) windows): 5ubtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basement/crawl space floor and the EXISTING the foundation. GRADES) highest existing grade adjacent to the GRADES foundation OR 10 feet(whichever is less). EQUALS Defined building height EQUALS Defined building height Shoreland District MC1R{D Permit Received Avera e Lakeshore �etback Met? �luff es O No 0 N/A � Yes No � Yes �o � Yes � No �N/A Permit Number:'�-�� Setback: Stormwater Quality Existing Proposed �/ariance Required C0.JP Required Overla District Tier Hardcover Fiardcover � Yes No ❑ Yes No �� TYpetS)� ��pe�s)� Updated: January 2013 v:\forms\plan review checklist 2013.docx <. . _ .. ,r. ,__�� ,�, .� __.. � ._.d �. __ �:�, . ,�, ._ „�. x_ ;_�.� �.___._ REMAR S (in-house): � � �T� � � � , � � � Fees to be Char ed YES NO Permit „/ Plan Review a� State Surcharge Investigation Fee � SAC—Number of SAC Units Other(specify) �-- � S uare Foota e $ er S oare Foota e Basement ��c,� X � 7, �p = $ �yy p�� _(D� 1StFloor �6� � X �.�� _ $ �� v8 2"dFlOor �'IZ X ��?.�� - $ �s� ��.�� `` Garage `'f�� X '�QO .� l = $ i ?� ��f� .�(� ;. Estimated Canstruction Value: $ �3��'��'�Co� Orono Inspections Required Work Requiring Separate Permits Required State Permits < � Site Plumbing � Grading/ Filling � Well � Hardcover Removal �'Mechanical � Fire �lectrical ,�'f Footing 0 Septic �'Water Connection ,�'Poured Wall �Fireplace �'Sewer Connection Foundation Survey � Masonry �� Lawn Irrigation ,�' Radon Rock Bed �Mfg. �''Framing 0 Other(specify) � �Insulation As-Built Survey �'Fina� �' O Wetland �uffer � � Other(specify) �: REMARKS (in-house): ; Other Review: Reviewed by: Date Approveci: Access: Existing: 0 YES � NO New: 0 YES � NO OFFICIAL REMARKS -TO BE NOTED ON �ERMIT AND INITiALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx t j' �► (� ` �' � L � �� . C� �a CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O� Mailing Address: Permit number: � O PO Box 66 , / Crystal Bay, MN 55323-0066 Date received: ��7—/7' StreefAddress:' Received by: � y � 2750 Kelley Parkway Plan review fee: � — � � F � Orono, MN 55356 1�'FfSH�� Tota��ee: /O3 7.�� Main: 952-249-4600 Fax: 952-249-4616 �r��v�..�� t�r�n�.;`��n u�, This appiication 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: � Z �. h !.�h �� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No /f yes,a specia!event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service i!I be required unless applicant demonstrates sufficient on-site parkrng is available. Non-permitfed events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: ,;� ��'! ,/f�� -C<C� State License# ��,,�/ o.- '� O¢ y Expiration Date: � i Phone: cell o ice Mailing Address: 7 '�^%: T Cit � u r� ZIP: ` Z 7 Contact Person: O O Applicant is: ontr tor / Homeowner (Circle One) Email and/or Fax: �.•t ,.- ,� C �t,� PROPERTY OWNER INFORMATION: ^�/ � ` Name: p N� t�c 6 , Phone(day): .? 6 y b K �, Address: � , Cit : �✓1 � ZIP: �j s y`�6 Email and/or Fax .4 ARCHITECT/ENGINEER INFORMATION: Name: ,��?��E.�r�f ��,/��' Phone(day): � �. Address: r 7"O t•t. L n Cit : �K ZIP:,� ,�j Z Email and/or Fax: • PROJE"" '-•----- 1.Type c � �d 3.Structure Tppe 4.Sewage Disposal& }� Water Supply �New C � /: � � h �Residence Additic � ; Garage/Accessory Bldg. �Public Sewer ❑Acces / O 3 � �� th ❑ Deck ❑ Reloc� e ❑Office/Commercial ❑ Private Sewer ❑Other: / � 2 g � Condo ❑Warehouse .J '�Storage �Public Water ""Any eai � ❑Other(specify) MCWD re �2J ❑ Private Well Minnehaha 18202 Minr �j �� Ul� L- Deephaver 1 �- Phone: 95: Fax: 952-4 VUn\nN.Rll4lllt. Estimatec � � �� . � w STRUCTURE INFORMATION: � 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= __y_""_� Number of bedrooms= � I�.Wood/Frame b.Width(ft.)= � � � Number of garage stalis: ❑ Masonry Areas in sauare feet Attached=� ❑ Metal '� ❑ Pole Bldg. c. Basement= � Detached= ❑ ICF d. 15'Story = � ❑ On-site Prefab e. 2"d Story= ❑ pff-site Prefab f. '/z Story = ❑ Other(piease speci g. Total Area= �� Y): REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable �;� � Permit A lication O Pro osed Buifdin Plans ,0' ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan ❑ � Hardcover Calculation s ❑ �' Se tic S stem Site Evaluation Re ort ❑ .� Access Permit ❑ .0' Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Watls 4 feet or above ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee ❑ O Application Escrow&Agreement ❑ ❑ Other: 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 sit�improvements. A licant's Si nature: � � lT Z.O��j' pp g „ �� ' Date: � � Owner's Signature: f��t• Date: .�- ✓ DATE TIME CITY OF ORONO CALLED IN � x 7�� INSPECTION NQT„��E �� SCHEDULED �a�s-i 5/ oZ:3D PERMIT NO. ��v COMP� ADDRESS OWNER TEL No.�/�3�3 -�� CONTRACTOR -�� DESCRIPTION "�'�- � ly ❑ FOOTING ❑ PL BI G FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ ME ICAL RI ❑ LAKESHORENVEfLANDS y Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a � � O � � O � W � � Z �,�,.�.�,�� '� W W � � J W ❑WORKSATISFACTORY:PROCEED PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ SUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call tor the next inspection 24 hours i advance. (952 -4600 OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Cenary CopylSite Notice � D TIME v CITY OF ORONO CALLED IN �� INSPECTION NOTIC SCHEDULED _(ZL��1Z PERMIT NO.�� -DOZD�' COMPLETED ADDRESS �ZS l'QSC� � OWNER TELE�E NO.�S�� CONTRACTOR ��7�a'-�/ � �; DESCRIPTION �'a'�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTFiACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � a iN2�m �rte�s m ro a�aQ� � � 0 � �4s��i — O� 0 � Q � � �v�� z W � W � J � �6lDRK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN 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. \ White Copyllnspector's File Canary CopylSite Notice �� DAT TIME v CITY OF ORONO CALLED IN �_ INSPECTION OTICE �/� SCHEDULED — T//_� PERMIT NO. — �`� COMPLEf o ADDRESS �lP��l�'�'�� w��/ G�'�� OWNER TELEPH N O. �73 D�gQ� CONTRACTOR � DESCRIPTION � �/ � � ❑ FOOTING ❑ PLUMBING FINAL ❑ AV/GRADING/FILLING Q O POURED WALL ❑ MECHANICAL RI ❑ KESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL � HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O �. � O � W 2 Q � 2 W � W � j d W� RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours i advance. 9 9-4600 OwnerlContractor on site: Inspector. � White Copylinspector's Ffle Cenary CopylSlte Notice /'—� DATE TIME � CITY OF ORONO CALLED IN �o-l7 . � INSPECTION NOTI E SCHEDULED lo l ' PERMIT NO.aO! -(�Oo"ZOS� COMPLETED ADDRESS a�vat S CG�SGQeQ„Q� Li�� OWNER TELEPHONE N0.3ZD-293 �ID`l CONTRACTOR ��"�Q-�-1 1��C��d � � �; DESCRIPTION 5�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ f-0UNbATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS:Z"/ �r� 1tArt �L I2�c�F �r�st2f C � �GG��' �� r�Co�Q .S�2C'7�rGG� �� oS�Q .O G✓ ,�,�A r a � 0 � FQ��.�,tif � Cz� W � Q /' Z ----00�1.'�i��'�✓ '�� f! k��-tI'�5 IK4•e��t�C d!1 . � � rfrLf� �t26� �'�435 ' G 4.'t l i•, Lrs/{[�r��C � � ow� Ger� fQ/'adLc'JC t�+ �a j d W� �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W f�60RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �✓!►-�� White Copyllnspeetor's File Canary CopyfSite Notice -- - �� DATE TIME I / CITY OF ORONO CALLED IN - " � __�� INSPECTION fV �CE�_��HEDULED PERMIT NO. oMPLETED I--7-/ ADDRESS a�P S OWNER TELE N NO - � CONTRACTOR ✓ � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREMlEfLANDS y ❑ FRAMING p MECHANICAL FINAL Q ❑ TREE REMOVAL Z -'fd"`INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q��❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL � SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS �e iO �St"6 D 1��i �✓s!( G�c � t�?�i•r fle�� C� �` ,� �n � � rKNe�(i�dh ' si��1 �0 4.v� ��"►'�.� ' ��4Y �y` � r'_� o ��5� - bK �. � ° I�t�s— !2 - /4 cJ/ 1/�a i L�rr�Q� W � Q � 2 W � W � J O W �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLI REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 fo ion 24 hours in advance. (g52 j 249-46�� Ownerf o tractor on si - Inspector. 'e Copyllnspector's File Canary CopylSite Notiee C� E TIME ✓ CITY OF ORONO CALLED IN 7 � —� INSPECTION OTIC SCHEDULED /_.� PERMIT NO. '��COMPLETED ADDRESS � L�� OWNER TELEP E NO��/�3�� CONTRACTOR �- � DESCRIPTION � � � ❑ FOOTtNG ❑ PLUMBING FIN L CAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER FEMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W L� a � J O �. � - O � W � Q � 2 W � w � J W O WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COYERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS Call for the next inspect' 24 hou ' dvance. 9 249-46�� OwnerlContractor on site: % Inspector. White Copyllnspector's File Canary CopylSite Notice � ✓—— ^� TIME CITY OF ORONO CALLED IN �� INSPECTION NOTI E ��HEDULED � PERMIT NO. / COMPLETED ADDRESS d OWNER T P ONE NO �� 3.�.3 .�D� CONTRACTOR � DESCRIPTION � �� ❑ FO ING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG y ❑ URED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL 2 ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YpU:_YES_NO � COMMENTS: � W a 2 J O � o� O � W � Q � 2 W � W � J d W� KSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W CT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PEfiMANENT ❑CORRECT UNSAFE CONDIT�ON WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in adv 2) 249-4600 OwnerlContractor on site: Inspector. White Copyflnspector's File Canary CopylSite Notiee L DAT� TIME / CITY OF ORONO CALLED IN �� / �� INSPECTION�QTIC��O�� SCHEDULED � � PERMIT NO. ��f COMPLETED ADDRESS ��aS �aSC�- `'�"v OWNER TELEPHONE NO.� � Z� 3 �t� CONTRACTOR ��7�h-Q•�Q'`J �1�.d � DESCRIPTION ��C�--� � � ❑ FOOTING ❑ PLUMBIN�i FINAL ❑ EXCAV/GRADING/FILLING Q O POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Qt�FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ P�UMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: a �� ✓ � �r- a /�t�v� v Q �f ' �X�O �✓rc� W� �44L✓� � �S r( :t iIG C�4 t r oG�' D� Q4Gl'l 1r'l4�C �' � ^ � w4.t�s f:J � / t� Q� � S'�Ge O � !'l� �ei+.-�-/'re�ran.� W � �'t 5'��n�-i� � C�<� Q � 2 � b� '� CO UC� W � � J d W� �JNARKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR W4LL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. �/ N'' �'� White Copyllnspector's File Canary CopylSite Notice a°��-a°z°g �-e� ✓ �' T TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO. connP�ere� ADDRESS �2'S C�-cS(.GC� �/ OWNER T LEPHONE N0.3� Z�3 ��Q4 CONTRACTOR S7U/� ��'Qd�,O IN � DESCRIPTION N�� — � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL ZO INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RAOON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP O COMPLAINT J O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTFiACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a � J O �. � O � � � W 2 Q � 2 W � W � J d W ❑ K SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-46�0 OwnerlContractor on site: Inspector. White Copyllnspector's File Cenary CopylSfte Notiee a � �� ATE TIME v CITY OF ORONO CALLED IN I INSPECTION NOT C _DoaoQ�SCHEDULED d ; �Z� PERMIT NO. D U COMPLETED ADDRESS °26`Z� Ca-d-� (�'�� OWNER TEL�PHONE NO. 7b3 �13 O�g� CONTRACTOR ��? �� DESCRIPTION ��r�� .FOOTING ❑ PLUMBIN INAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVEfLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVA� v ❑ PLUMBING RI O SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTAACTOR TO MEET YOU:_YES_NO � COMMENTS: Sc��aa�/l s �- �� — a �or w�s c,✓� 5�Z`— o - /11G�n�a«, g" ��.( o� St��" ��s�. .� ,, n -T � /o� `� GY�e1�iC Orl. ,OGdQ �5 • i�rr D�4�t - O • � tc�i eti s�t� W .. � � P�Or�rd G rc(,a� :�. � �. 14�t - Q Z � •�t �r r•i /' V! r' f C t K �-e � W � W � L"o��c�-�-+ OK �ri-,�ou� � 0 � ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W �COARECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W4LL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-46�0 OwnerlContractoronsite: ��L� Inspector. M-- White Copyllnspector's File Canary CopylSite Notice DATE TIME " CITY OF ORONO CALLED IN (�<� INSPECTION NOTI SCHEDULED � PERMIT NO.a�� -UDaD� COMPLETED 3;o't� ADDRESS aC4a S CQ SCQl� C�� OWNER TELEPHONE N0.��3'��3"�� CONTRACTOR s�-� �� DESCRIPTION �� ,�TING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ AMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � W a � � O >. � O � W � Q � 2 W � W � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WIIL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOF ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95 49-4600 OwnerlContractor on site: Inspector. White Copylinspector's File Canary CopylSite Notice � , DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOr CE ']J�f� SCHEDULED PERMIT NO. ZO� '� �J C MPLETED �� ADDRESS �� F�SLJ OWNER TELEPHONE NO. CONTRACTOR �: DESCRIPTION ��'l�� / 1�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILIING Q � POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y � FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J � DEMO-SITE ❑ SEPTIC MAINT. ❑ FOILOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a J � �I r I� O - >. � O � W � Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED 0 STOPORDER POSTED.CALLINSPECTOR � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� 249-4600 OwnerlContractor on site: Inspector.l a�, �IYI� Whiie Copyllnspector's File Canary CopylSite Notice \ t _ �(�, L S L f� > l�•� t'1�:. L� l�7�, 2014 FOUNDATION GUIDE : SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)AS WELL AS THOSE OF THE MINNESOTA STATE BUILDING CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2014. DRAWING INDEX: SCOPE, INDEX, &CERTIFICATION SO USE GUIDELINES AND MATERIALS S1 GENERALNOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 I hereby certify that ihis plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 1-1-14 License Number: 46FiFi5 I'iv` ',:.,, Signed: P�m Name: Nick Hanson 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS SCOPE,INDEX,&CERTIFICATION Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 City: State: A�N Zip: sao�rcime��a�e Nonn Blaine, MN 55449 s�nea ProjectNumber: 4.001 �O PiYmo��h.MN ssaa, Drawing Date: Januarv 1.2014 reieiz-�oe-ss�z Client• Sheet: 0 of 15 www.hanson rou mn.com OC COPYRIGHT HANSON GROUP LLC 2014 � � DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING WIDTH NOT TO EXCEED 60 FEET. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF,AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST,SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. ""THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE: F'c=3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER AGGREGATE: FOOTINGS- 1 Yz"MAX. WALLS/SLABS-%a"MAX. REINFORCING STEEL: #4- BARS-ASTM A615 GRADE 40 EQUIVALENT REBAR TABLE #5+ BARS-ASTM A615 GRADE 60 FOR BUNDLED HORIZONTAL BARS ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM (2)#4=(1)#6 (3)#4=(2)#5 (3)#5=(2)#6 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS DRAWING LIMITATIONS&MATERIALS Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 City: State: A��l Zip: 340�K;ime,�a„e North Blaine, MN 55449 s��cea Project Number: 4.001 �� aiYmo�th Mr,ssaa, Drawing Date: Januarv 1.2014 Tei s,z-�oa-3s�z Client• www.henson rou mn.com Sheet: 1 0115 OO COPYRIGHT HANSON GROUP LLC 2014 GENERALNOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1y2" DEEP BY 3Y"WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER,A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADE(�UATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING, CONTROL JOINTS, FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO Yz" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Yz". BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REC�UIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. 15.SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2 PROVIDED GRADE IS 8" FROM WOOD MATERIALS. ANCHOR BOLTS Yz" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. CENTER BOLTS ON PLATE. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS GENERAL NOTES Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 City: State: A1N Zip: 3407 Kilmer Lane North Blaine, MN 55449 s�nea Project Number: 4.001 �^ Piymo��n.MN ssaa, Drawing Date: Januarv 1.2014 � � Teieiz-�os-3s�z Client: Sheet: 2 of 15 L www.hansan rou mn.cam �O COPYRIGHT HANSON GROUP LLC 2014 NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS BELOW STEP LOCATIONS SHOWN 36"MIN FULL HEIGHT GARAGE FROST WALL WALL LOOKOUT I � � � a ' � WALL — � !; I � a a � � � � ... . . P. � � REAR FROST WALL i' �` � 1 A TYP ELEVATION SHOWN i a � . :, . d. 1 FOR . � REPRESENTATION STEP 2 x STEP PURPOSES ONLY-MAY NOT APPLY 6"MIN THICK CONCRETE ELEVATION FOUNDATION, SEE OTHER (2)#4 HORIZONTAL BARS DETAILS FOR MORE INFO STEP SPACING REQ IREMENTS gOTH TOP&BOTTOM OPTIONAL CONTROL JOINT m EXTENDED AT LEAST 24" AT EACH END OF STEP BEYOND EACH END OF STEP HORIZ. BARS Z TOP& BOTTOM � N } � Z � � E Q. ' � DETAILB '� � � � � � � � p d � : . , A HIGH FOOTING MAY BE EXTENDED PROVIDED J� BARS ARE PLACED AS ; 1 SHOWN � CONCRETE STRIP STABLE BANK FOOTING 72" MAX SPAN DETAIL A 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 City: State: MN Zip: aao�K�ime��a�e Nonn Blaine, MN 55449 s�aea Project Number: 4.001 �^ Plymouth,MN 55441 Drawing Date: Januarv 1.2014 �J Tei sizaoe-3s�2 Client• Sheet: 3 of 15 � www.hanson roU mn.com Qc COPYRIGHT HANSON GROUP LLC 2014 Yz"(�3 x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS (7"MIN. EMBED) @ 72"O.C. MAX.OR EQUIVALENT METAL STRAP ANCHORS SILL PLATE TO MATCH FRAME WALL ABOVE 16"MAX FOR 4"THICK STEM z 24" MAX. FOR 6"THICK STEM SLOPE GRADE AWAY FROM � CONCRETE SLAB-ON-GRADE BY OTHERS FOUNDATION `� a a -- � -i � � i�� — ( 1I � a o ' I�I ��I � � -.-��I I I� � y a ��.—i_— � i �' oPTiorva�sTEnn ;I I 1�� WALUSLAB LEDGE MINIMUM I I ;I . ° �-' - 1 #4xCONTINUOUS HORIZONTAL BAR AT THICKNESS TO MATCH SILL a I I'_, TOP OF WALL PLATE ;i' d ' n v . 6"MIN.C.I.P.CONCRETE FOUNDATION a WALL a INSULATION BY OTHERS a (OPTIONAL AT GARAGES) a . #4x2'-0" DOWELS @ 72"O.C. MAX(5" MIN. EMBED) ° DOWELS ARE NOT ° UNREINFORCED CONCRETE STRIP REQUIRED IF BACKFILL IS FOOTING SEE S7 PLACED EQUALLY ON BOTH a a SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE � ° a � EACH SIDE a a 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 ��c. Ciry: State: MN Zip: aao�K�ime��a�e Nortn Blaine, MN 55449 s�nea Project Number: 4.001 /�� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 ` 7el 6�2-708-3572 Client• r www.han9on rou mn.com Sheet: 4 Of 15 OO COPYRIGHT HANSON GROUP LLC 2014 1/2"0 ANCHOR BOLTS (7" MIN EMBED) OR METALSTRAP ANCHOR @ 72"O.C. FRAMING &SILL MAX PLATE BY OTHERS Z (1)#4 x CONT SLOPE GRADE AWAY FROM � HORIZONTAL BAR AT FOUNDATION CD ° � TOP OF WALL a — , 'I�il!I�i��_� . � il�ll�� °�' - ''-i I I Q a �- '�� . a: d X 6"MIN THICK GI.P. � a � CONCRETE o FOUNDATION WALL c%� 9 e a #4 x 2'-0" DOWELS(5"MIN. , EMBED) CENTERED IN WALL @ SLAB-ON-GRADE 48"O.C. (SAND SOIL) � OR 36"O.C. (SANDY-CLAY SOIL) ; OR 24"O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR -'�— _ DRILLED AND EPDXY GROUTED ° � ' ° -I I I �� I � ° -0 ° - UNREINFORCED CONCRETE STRIP � ' �' ; �� FOOTING SEE S7 (18"MIN WIDTH FOR CLAY BACKFILL OR 16"MIN WIDTH IF 2'-6"MAX UNBALANCED SIMILAR REQUIREMENTS � e° BACKFILL) DESCRIBED ABOVE ARE APPLICABLE EXTEND WALL DOWN (ADD ADDITIONAL#4 n AS REQUIRED FOR FROST HORIZONTAL BARS @ 24" � a PROTECTION OR SOILS O.C.) a , a ��, CORRECTION m , I � L____ __ '------ -_ 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 - City: State: MN Zip: sao�K�ime��a�eNonn Blaine, MN 55449 s��cea Project Number: 4.001 �� Prymo��n,MN seaai Drawing Date: Januarv 1.2014 Teis�zaos-ss�z Client: Sheet: 5 of 15 www.henson rou mn.com Qc COPYRIGHT HANSON GROUP LLC 2014 YZ"0 x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS(7" MIN. EMBED) @ 72"O.C. MAX.OR SILL PLATE TO MATCH FRAME WALL EQUIVALENT METAL STRAP ABOVE ANCHORS OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE (1)#4xCONTINUOUS HORIZONTAL BAR AT TOP cn � , OF WALL � � . a a a. � O X o , _ #4x4'-0" HOOKS @ 24"O.C. BENT OR � -M �___I.... �I I � DRILLED AND EPDXY GROUTED �—+' 3'-0„ o � � _II' o� � � o a �- �: � GRANULAR MATERIAL(SAND) GRADUAL 2%SLOPE O GRADE AWAY FROM Z #4xCONTINUOUS HORIZONTAL BAR @ FOUNDATION PER 24"O.C.TYP a , GENERAL NO 6—i 8"MIN. C.I.P. CONCRETE FOUNDATION — a - 'i WALL-w/#5 VERTICAL BARS @ 24"O.C. ��i I I °° TO AID IN THE REDUCTION OF CRACKING 'f--= a : AND BACKFILLING ISSUES PRIOR TO TOP 'f OF WALL PINNING #4x2'-0"DOWELS @ 48"O.C. � OPTIONAL 2" RIGID INSULATION ON MAX(5" MIN. EMBED) a INSIDE FACE AND UNDER a � . SLAB-ON-GRADE FOR 24"MIN. ° UNREINFORCED CONCRETE STRIP a . a ; a FOOTING SEE S7 ° (DROP FOR FROST AS REQUIRED PER ° a SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A SPAN OF 15'-0" 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 � Blaine, MN 55449 Ciry: State: MN z�P: 3407 Kilmer Lane North s��tea ProjectNumber: 4.001 �� PiYmo�th,Mr,ssaa� Drawing Date: Januarv 1.2014 Tei si zaos-3s�z Client• www.hanson rou mn.com Sheet: 6 Of 15 �O COPYRIGHT HANSON GROUP LLC 2014 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S10 z � ANCHOR BOLTS SEE � a� WALL ANCHOR INFO SLOPE GRADE AWAY FROM � ON S11 FOUNDATION � ,-i ��l� a� � � "- �i� — I� ��I . . '_' _��=�� , .. ,i ,i — 8" MIN. C.I.P. '�I'__I I.II._i l .a • b CONCRETE "- a FOUNDATION 'i ° WALL-SEE REBAR = a TABLE S8 FOR = � d. • VERTICAL REBAR C7 w _ CLEAR HEIGHT OF 8"-0"OR LESS a = p� (2)#4xCONT. HORIZONTAL BARS � � Q CLEAR HEIGHT OF 8"-0"OR MORE J w J (3)#4xCONT. HORIZONTAL BARS Y U a . e U 1�2"CLEAR m a #4x2'-0"DOWELS�a 72"O.C. a MAX(5" MIN. EMBED) a , a CONCRETE a SLAB-ON-GRADE a a a Q • a a . a v ri;,=-i,-' — . � . a� ' .__li,-;- q� . Q Q; ' I��.-"_ d '. Q Q i UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING GENERAL STRIP FOOTING SIZE GUIDE DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT SOIL ONE-STORY TWO-STORY STRUCTURE STRUCTURE 2000 PSF 16"WIDE x 8"THICK 20"WIDE x 8"THICK 1500 PSF 20"WIDE x 8"THICK 26"WIDE x 8"THICK NOTE:TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS&50'-0"ROOF SPANS 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 - City: State: MN Zip: 3407KIImerLane�North Blaine, MN 55449 s�nea ProjectNumber: 4.001 �� Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Te1612-708-3572 Client: Sheet: 7 of 15 www.hanson rou mn.com c� COPYRIGHT HANSON GROUP LLC 2014 0 o � � _ � � � 0�3 x �A o 3 _ 'o°' � �� d �mzcn'm D ��A�a GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSI Z 3N, � s ALTERNATIVE TO IRC TABLE R404.1.1 (5) O o� co � < � ro �' �� Q° � v A BACKFILL TYPE o `D � L a m n CLEAR HEIGHT BACKFILL HEIGH c Z = n � Z � (SEE S7) (SEE S7) SAND (30 PSF/FT) SANDY CLAY(45 PSF/FT) CLAY(60 PSF/FT) F cn o � z m n WALL THICKNESS WALL THICKNESS WALL THICKNESS � �, v � � cn � ° y Z $,. 1 p,. 12.. $„ 1 p.. 12,. $„ 1�„ 12„ � n A � � � Z m 8,_0„ ��'4�� NONE NONE NONE NONE NONE NONE '36" NONE NONE m f2° � � m 7'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE � � m �' o � C 8-4 NONE NONE NONE 36" NONE NONE 36" NONE NONE � N Z � n $�-�� NONE NONE NONE '36" NONE NONE 36" NONE NONE 9'-0" � � p ��-�� NONE NONE NONE NONE NONE NONE '36" NONE NONE � o Z � � � 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE C) ~ � ~ 9�"4� '36" NONE NONE 36" '36" NONE 24" 24" NONE N � � n y � � � �. m 9�-�� '36" NONE NONE 36" NONE NONE 24" 24" NONE � � � v a ? 0 10'-0" 8-� NONE NONE NONE 36" NONE NONE 36" NONE NONE �' 3 m •`D m y 7-� NONE NONE NONE NONE NONE NONE 36" NONE NONE 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE � *=NONE IF F'c=4,000 PSI � , d � N � I f {a � � � EQUIVALENT VERTICAL REBAR � I SUBSTITUTION TABLE #6 @ 24"_#5 @ 18"_#4 @ 12"(GRADE 60) _#4�a 8"(GRADE 40) #6 @ 36"_#5 @ 24"_#4 @ 18"(GRADE 60)_#4 @ 12"(GRADE 40) o (1)#6=(2)#4(GRADE 60) m � m < NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FRAMING BY OTHERS VENEER OR SLAB-ON-GRADE WOOD FLOOR BY OTHERS , SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY - OTHERS . SLOPE GRADE � z � ; 16" HIGH MAX x SLOPE GRADE - z AWAY FROM � 6" THICK MIN AWAY FROM C° � FOUNDATIO - !"-;I i=I STEM FOUNDATIO =-I I I— 16"HIGH MAX _II� -�� : . -� __ • x 4" THICK MIN FOUNDATION � .. d FOUNDATION WALL ° � STEM WALL SEE S7 SEE S4 OR S5 THICKNESS TO MATCH SILL PLATE DETAIL @ HIGH GRADE DETAIL �a LOOKOUT SIM @ NON-BEARING SIM @ FROST WALL FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR VENEER OR OTHERS SLAB-ON-GRADE FRAMING BY SLAB-ON-GRADE�,' BY OTHERS OTHERS BY OTHERS � SLAB-ON-GRADE 6"MIN THICK STEM x Q _, _ SLOPE GRADE ''�� i'' AWAY FROM SLOPE GRADE o � FOUNDATION � AWAY FROM i� � ' 6" MIN THICK '�' ° FOUNDATION � STEM — X � #4 DOWELS @ 36"O.C. � 1��=cv ¢�� , � -�� I��=�� "' ,I I � �—I , EMBEDDED 24"INTO � '�', --I I I— d #4 DOWELS�a ��-I� ' LOWER WALL �-1 I i—�� 36"O.C. – ii a. -i� :� FOUNDATION � ' �� <. EMBEDDED 24" WALL SEE S7 �., ,� 1�2„ FOUNDATION WALL _ INTO LOWER CLEAR SEE S6 WALL(CENTER a � . IN STEMWALL) d 8 a DETAIL Qa LOW GRADE DETAIL Qa FROST WALLS SIM @ NON-BEARING w/LOW GRADE 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 � Ciry: State: MN Zip: sao�K�ime��a�eNortn Blaine, MN 55449 s��te a Project Number: 4.001 �A Prymo�th,Mr,ssaa� Drawing Date: Januarv 1.2014 r Te�s,z-�oe-ss�z Client� Sheet: 9 of 15 V www.hansan rou mn.com Oc COPYRIGHT HANSON GROUP LLC 2014 FLOOR SYSTEM,TYPE, SIZE,AND SPACING TO BE FLOOR TO SILL DETERMINED BY OTHERS CONNECTION AT Yz"�d ANCHOR BOLTS w/NUT&%"THICK EACH MEMBER SEE x 2"(D OR SQUARE WASHER SEE S11 TABLE BELOW FOR SPACING (7" EMBED MIN) WASHER TO BE -METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ INSTALLED AT MANUFACTURER TOP OF SILL PLATE EQUIVALENT SPACING RIM BOARD OR BRACING MATERIAL BY OTHERS - • a SEE FULL HEIGHT WALL 2x6 SILL PLATE MINIMUM � g ' SECTION ON S7 FOR SLOPE GRADE AWAY � ' FOUNDATION WALL FROM FOUNDATION _ �' � I I ; I I I • �• � � REQUIREMENTS TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE (SEE S7) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) 45 PSF/FT 60 PSF/FT 16" A A B 19.2" A A B 8'-0" 24" A B C 16" A B C 9'-0" 19.2" A B D 24" A C D 16" A C D 10'-0„ 19.2" A D D 24�� B D D CONNECTION A (4) 0.131"QJ x 3"TOP NAILS AT EACH MEMBER CONNECTION B (4) 0.148"fd x 3"TOP NAILS AT EACH MEMBER CONNECTION C (2) 0.131"QJ x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER (2) 0.131"QJ x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON FWANZ' OR SIMPSON U2.1/4 OR CONNECTION D SIMPSON U2.37/4 OR USP LJG�" OR 2 SIMPSON A35s"`/2 USP MPA1s"'AT EACH MEMBER ` FWANZ TO BE USED WITH A MIN. 1Ys"OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. " LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. `*'MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2) SIMPSON A35s/(2) USP MPA1 s. ""CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 Ciry: State: MN Zip: 3ao�K�ime��a�eNonn Blaine, MN 55449 s��tea Project Number: 4.001 �� O Piymo�cn,MN ssaa, Drawing Date: Januarv 1.2014 Tei s,zaoa-3s�z Client• www.hansan rou mn.com Sheet: 10 of 15 � COPYRIGHT HANSON GROUP LLC 2014 �"0 ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO IRC TABLE R404.1 (2) BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGH SAND (SEE S7) (SEE S7) SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6" 72° 72�� 48�� 8'-0" 7'-0" 72�� 72„ 60„ 6'-0"OR LESS 72�� 2�� 2�� 8'-6" 72„ 48., 36„ 9'-0" 8'-0" 72�� 60„ 36„ 7'-0"OR LESS 72�� 2�� 72�� 9'-6" �2�� 36" 24�� 9'-0" 72�� 48,� 24,� 10'-0„ 8'-0" 72., 72„ 48., 7'-0"OR LESS 72�� 72" 72" 'Y"� EPDXIED THREADED ROD w/6" EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO IRC TABLE R404.1 (2) BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGH SAND SANDY CLAY CLAY (SEE S7) (SEE S7) (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6" gp�� 24,� 18„ 8'-0" �'-�" 72" 36" 24" 6'-0"OR LESS 72�� 2�� 4g�� 8'-6" gg�� 24„ 18., 9'-0„ 8'-0" qg�� 24., 18„ 7'-0"OR LESS 72�� 48" 24" 9'-6" 24�� 18„ �2„ 9'-0" 3g„ 18,. 12�� 10'-0" 8,_p., 60" 24" 18„ 7'-0"OR LESS 72^ 60" 36" , 2 W � "0 SELF-CUTTING ANCHOR BOLT w/4" EMBED OR SIMPSON FWAZ ANCHOR 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 Ciry: State: MN Zip: sao�Knme��a�e Nonn Blaine, MN 55449 s�nea Project Number: 4.001 � J J Piymo�ih,MN ssaa� Drawing Date: Januarv 1.2014 � � Teie,z-�oa-ss�z Client: Sheet: 11 of 15 www.hansan rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 o � � � � NOTES: � � � � ��0 3 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/0.131"0 x _ �°'� '° 3" LONG NAILS @ 6"O.C.AT PANELS EDGES&@ 12"O.C.@ PANEL INTERIOR SUPPORTS OF EQUIVALENT. � ;m Z�,� 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. D a�>�� 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH Z 3N, s MEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. o A ao co � Z � N NAILING SHOWN IS TO BE USED AT MINIMUM. z o 0 � � � Q° � v A 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS � � � � � � n SHOWN IN FIRST SPACE. � � o� 0 � m � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3"EDGE DISTANCE. ,�; � m n o � 0 � � � � � D n m .� m � �D oZm m f2o � � m z � o � m C OPTIONAL OPEN SPACE AS SHOWN OR � N � Z SHIFT FULL HEIGHT BLOCKING � D � AIL SHEATHING TO BLOCKING/JOIST FRAMING BY OTHERS � � � Z w/(12)0.131"0x3" LONG NAILS � � , ° 0.131 fd x 3" LONG NAILS @ 6"O.C. � � � '� I�� .. n . M � � ~ N _ _- --. - _ - - - �� -_ __ RIM TRUSS . _ _. � � o � � � BY OTHERS m �. � a ��I i �� Z o li; �� E� TYPE D CONNECTOR @ BLOCKING SEE � � � 'I S10 � � � i I !I i ti'; I i �i i� �'� 2 x 6 MIN � SILL PLATE � FOUNDATION WALL SEE OTHER SHEETS � JOISTS BY OTHERS ti ', FOR ANCHORS&WALL INFO 1 N A � PROVIDE BLOCKING � � { � " � AS REQUIRED TO ACHIEVE p o ; SLOPE GRADE AWAY FROM �/� N NAILING SHOWN. (MIN 2 �-- FOUNDATION �+ i � SPACES) o I_—I I i Tr � �-... � BLOCKING HEIGHT TO MATCH �-.�� i I N I JOIST DEPTH & BE OF LUMBER, I-JOIST,OR OTHER SEE S11 FOR SPACING OF IF REQUIRED, PROVIDE 2 x 4 MIN MANUFACTURED MATERIAL BLOCKING SYSTEM SHOWN SPACERS UNTIL SPACES IN WHICH FULL o ATTACH BLOCKING TO JOISTS HEIGHT BLOCKING CAN BE INSTALLED, � w/TOE NAILS EACH END TOE NAIL TO FLOOR MEMBERS EACH END � m < o - � o s w NOTES: � �;3 � 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/0.131"QJ x 3" � ;m� � LONG NAILS @ 6"O.C.AT PANELS EDGES&@ 12"O.C.@ PANEL INTERIOR SUPPORTS OF EQUIVALENT. -_+ `N� ° 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. _ ��Z�,� : D ;�;.=0 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER � 3'''� BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO � W CD � o c o BE USED AT MINIMUM. � � o S2� � � p 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS o � � �. D � n SHOWN IN FIRST SPACE. � Z � O � m � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. o n N � m n i � o A �O � �p W � � DUCT/MECHANICAL(AS REQUIRED) m � � Z m BY OTHERS z Qo ° � m NAIL SHEATHING TO BLOCKING/TRUSSES FRAMING _ _. �i__., 1 � � N p w/(12)0.131"0x3" LONG NAILS BY OTHERS o c ; 0.131 QJ x 3" LONG � O D v I ____ NAILS @ 6"O.C. � P D -- _—.. -- - — --.. ___ � _ _ _ _,.._ _— - - _ _ .r- -- � � p � �' RIM TRUSS c� o Z ; _ BY OTHERS .'. n � TOP NAIL RIM TO SILL w/MIN OF(12)0.131 QJ x � � o � m 3" LONG NAILS EACH � �. � a SIDE OF BLOCKING OR o � o TYPE D CONNECTOR @ �' 3 m I BLOCKING SEE S10 � � �n 2x6MIN -- SILL PLATE T' °- - -- - 3 _ �;. FOUNDATION WALL SEE , TRUSSES BY OTHERS � a OTHER SHEETS FOR � PROVIDE 2 x 4 MIN BLOCKING ' � ANCHORS&WALL INFO � ? `° TOP& BOTTOM OF TRUSSES i ° � AS REQUIRED TO ACHIEVE a SLOPE GRADE AWAY FROM 1 A 1 � ° FOUNDATION NAILWG SHOWN. � � INSTALL LO(NG TOE N�AILS I -_�� __ ,I I I I I �� -'; _-_ J ` �� 3/4" PLYWOOD/OSB ONE SIDE IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS OF BLOCKING w/(6) 0.131 0 x 3" SEE S11 FOR SPACING OF TOP& BOTTOM AT MECHANICAL UNTIL LONG NAILS TOP&BOTTOM BLOCKING SYSTEM SHOWN SPACES IN WHICH BLOCKING CAN BE � OR 1/2" PLYWOOD/OSB EACH INSTALLED,TOE NAIL TO FLOOR MEMBERS � SIDE OF BLOCKING EACH w/ w/(2) 0.131 0 x 3" LONG NAILS (4) 0.131 f�7 x 3" LONG NAILS � TOP&BOTTOM 3'-0" EACH WAY MIN FLOOR SYSTEM BY OTHERS 5'-0" EACH WAY MAX (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) SLOPE GRADE AWAY � . (2)#4 HORIZONTAL BARS w FROM FOUNDATION ' • TOP& BOTTOM OF LINTEL � � __;'i WIND WELL ' . EXTEND 24"MIN PAST - -1'��_� ' OPENING EACH END (WOOD� Z _ _ #4 HORIZONTAL BARS ��- I. ; LADDER/ESCAPE .,'. �a 12"O.C. CENTERED ��!� � MEANS BY � IN WALLS OTHERS � OTHERS) Z �—` LAP AROUND � Z CORNERS AND HOOK � a INTO FOUNDATION ' WALL BEYOND � WALL @ EA. SIDE (1)#4 HORIZONTAL BARS � (REFER TO S7 FOR TOP OF WALL � ¢ HORZ. BAR N � REQUIREMENTS w/8" �ppE � z o C.I.P.WAL�S) �� 8"MIN C.I.P.CONCRETE . , . ,. 6" MIN C.I.P.CONCRETE , ; I I�—I I I—I I� �' '� i�� : WALL WALL _ '. I I I—I!'_ �� I I 1,--i�' � • x :i a #4 VERTICAL BARS @ i� �GRANULAR PLACE (2)#4 VERTICAL � EACH OUTSIDE MATERIAL �� gARS FULL HEIGHT AND � CORNER OF WELL (SAND) ONE ANCHOR w/IN 12"OF � ' LOOKOUT WALL OPENING EACH END SEE S5 SLAB-ON-GRADE (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL(5" , � UNREINFORCED CONCRETE MIN EMBED) � � STRIP FOOTING SEE FULL 12"WIDE x 8"THICK MIN HEIGHT WALL SECTION S7 STRIP FOOTING OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 City: State: MN Zip: 3ao�K�ime��a�e Nonn Blaine, MN 55449 s��,e4 Project Number: 4.001 S 14 Piymo�,n,rnN seaai Drawing Date: Januarv 1.2014 Teieiz-�oe-as�z Client• Sheet: 14 of 15 www.hangon rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 NOTES: 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16"WIDE x 8" DEEP CONCRETE STRIP FOOTING. FLASHING&WOOD PROTECTION BY STOOP OTHERS � 10'-6"@ 8"WALL � SLAB BY FLOOR FRAMING OR 13'-6"�a 10"WALL OTHERS BLOCKING Q , . a. d. BASEMENT � � I � �n - ° ^a T� � _� � � — � EXAMPLE CORNER —I I I—I I I a `. • FLOOR OR STRAIGHT WALL -I I I—I I I CONNECTION OPT ONS-TYP '—�I I I I I I I I I I I I sEE S10& �; <:;�,.. o Z = — a C.I.P.CONCRETE ~' � J � I I—I I I I I I a . ' � w � � �=I I I . . �NALL SEE � � � –" � ' ADJACENT x ¢ • PLANS FOR � Q.° THICKNESS& o 8"MIN C.I.P.CONCRETE STOOP AREA , . MAXIMUM WALL o WALL SEE FULL HEIGHT LENGTHS WALL SECTION S4 a. SEE FULL EXAMPLE �� m . HEIGHT WALL SECTION S7 FOR REINFORCING �10'-6"@ 8"WALL� 10'-6"@ 8"WALL � 13'-6"@ 10"WALL 13'-6"@ 10"WALL � 10'-6"�a 8"WALL� 10'-6"@ 8"WALL� 13'-6"@ 10"WALL 13'-6"@ 10"WALL z = � J � �i� � L�L S O Z .�.,� M � EXAMPLE '2' Z = � J � O � W � LL 2 EXAMPLE '3' 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STOOP DETAIL Project: T & J Concrete & Masonry, Inc. 9100 Baltimore Street NE#105 City: State: MN z�P: aao�K�ime��a�e Nortn Blaine, MN 55449 s��tea Project Number. 4.001 � J � Piymo�cn,rnN ssaai Drawing Date: Januarv 1.2014 � rei siz-�oe-3s�2 Client: Sheet: 15 of 15 www.henson rou mn.cam c0 COPYRIGHT HANSON GROUP LLC 2014 Superseal Product Performance Guide sa��2o,3 Air-Filled Art�on-Filled Krypton-Fiked Glazing Description u- a- ' e�e�yv sro: u e e�a�yv s�ar u- � a. e,�yY s�o� � Factor Vo/.ie'SHGC� � ; CQ 'i �a��9 foctw Vok�e�SHGC I `/� I CR Rafing Factar Volue� SHGC Vt CR � Roing � insul Oeor 0.47 ; 2.13�. 0.62! 0.64 j d2 ; None - � - � - �. - - - - ` - ' �� ' _ ,..._ _,. _._ .__ �..___ . -._T._ __ � ...... _._. �i" �'.-•�oi � 0.33 3.03 0 31 0 56, �2 None 5� 3 33. u.:� O.So S t r.; � � } �, _; � � .et Clear w/Stainless Steel Sper'or Tecnnofomi Space� 0.33 3 03 ��0 31 0 56; 54 � None 0.30 333� 0.31 j 0.56� 9 � N.N/ - � "�� . r, N _ _ ___ __. _.-__- _-_ � ,.,rer S n Blocker 0.3a 2 9� 0 22 0 a9� 2 � 5/C and S 0.31 � 3 23 0.21 0.491 55 r N/CS/C S � F--� N � . J- .. _.� ' ... . �._ - .___._ . .._�____� -_�y._�_.__._ .... . � 'a ... �� _-_ ..�... .. _ - � 0 22 0 49� 54 S/C ond S 0.30 ! 3.33 0.21 0.49 57 All Zores . ._`=� .J. ; ' '.'_- 3co Lo E 81«kcvw/IS�5&iechnolorm S �cei` 0.� 303� - -� � � r �r S n Blocker w/Stainless Steel SPa a Technofqm Spoce� 0.33 3 0.3� . . __._ __- T l9 �, 0 21 0 a6; 46 All Zones 0.27 � 3.70� 0.21 0.46 50 All Zones - � � 1801owE(Pazsrv�e Soi«I ._...--�.. .. .. ...0.35 ?.86' 0 S? 0 e2'.. 2 � 5/None, 0:1 ' 3 23'..0.5? 0 62'...'S�AII ZNnes - ':..-",-' ..�1.. -_--_--�. - . O -+- "_'1- _ � .._.._._.__. . . �. _ .. .._.__'.._... "_. ._._ l .�,' . ...... ....... . .. .. .. . � _ � t owE lamciated �0.36 2 78; 031 . O.S4'�, SO None 0.32 � 3.13� 0.31 0 54 53 N/C - � - � - - � - � - � Inzui Cleor 0.47 2 73' 0 56 0 S7�'� d2 None - � - - - - - - - � � - tl . . , .._.. _._... . . . _.;_.._. , .._: . . . . . Q Lowr.Clear 0.33 3.03�� 020 O50.� 52 i S/C 0.30 333; 0.28 0.50. 55 N.ta/C � - . - - � -. O '. , '__._ _ -�__ _ � v I owe Clear w/Stainless Sleel Sper'or technofomi Spacer 0.33 3 03 0 28 0 50�' S4 S/C 0.30 3 33 028 0 50, Sl N.NIC � - - - - � � . .._ .,..._ . ...,._. ..._.. . _'___._ _, ,..___. .r- __..�.. _� .__r � y S�per Sun 8locker 0.34 2 44' D 20 0.43' S2 �, 5/C and S 0.3I 3�3�� 0,19 0 43; 55 N/C.S/C S - '. - j - ! - • 'i - � . _ . . . ... ... _._ .._ ._.. .__. . ..... ._.. . .... . . . _ � _ . �, . ZS Super S�n Blocker w/$talnless Steel Spo or Technotorm Spacef' 0.33 � 3.03� 0 20 0.43� Si 5/C and S 0.30 3 33 0.19 0 43 57 All Zones � - � - ____�. _____ ._... .._.._ -____ . ,. .._ .___. _._. ....._ -,._ _ ... ,, . _ Su;�er Sun 8locker w/IS IS R 7echnofortn Spacer`' 029 3 45; 0 19 0.41 ' 46 All_2ones 0.27 3 70 0.19 0.41 50 � All Zones ' a - __ -- - _ _ __ , _� T -- � ?66�owE �� 0.33 3.03; 0 20 0.45 54 bC and 5 0.30 3 33. 020 D 45�� 5! � All Zones - � - � � - � 3 __- s _ __- ___.. __ ___ __ . ____,._�. _; � IB^v Lo.vE(Poszive Sdor1 0.35 2.86 I 046 O55�,. 52 , None 0.31 323 O.a6 O55�; 56 .N . � ' � � ., - � - _..._ __..___ .. ._�. . ............ ._. -_...... �_._ _.-_._ ...;. _.�.. Q LcwE laminotetl 0.37 � 2.70 0.28 � 0.49� 50 � None 0.32 � 3 13� 0.?8 0.19� 53 i N/C.S/C.5 - - � - y � w,�>ir�gle Film... .. _ 0.3 3 13 0 28 O.J9 I 48 '� N/C.S/C 0.28 3.9 i O.D . 0.49��. 57 AA Zones 023 4 35 027 0 49;, 58 ^ All Zones ___ « _.... ,- .._,� ...-_. .___r. r_ :- �. .__._ .._ -__ _ � __� � w!SlnyleFilmSDL<I 0.32 313� 025 044 �. d8 N/CSlC S 028 39 0.25 04I�. 57 Atl2ones 0.23 a.35 0.25 04a; 58 '. All2ones � -_ _ __ '__.�. .. _.___"f_..Wl.� -i- i __-_ - __' _ . .._ w!Smgle Fim SDL<I" 0.32 � 3.13'��0 23�' 0.39 I 48 . N/C.5/C.S 0.28 � 3.57 i 022 :�0.39 57 � AY 2ones 0.23 ; 4.35 I 0.22 039~ 58 i Au Zones !h.�s�I�.�rng oot�on requires you lo select"Stainless S1ee11Nercept Spacef'in e-Bitl. �ine-�se ol thls gloang option creates o higher p�obobility of r��omsitle glozs condenwfion in the wiMer. finis glcrzing option requires you to select'Technoform Spocer"in e-Bid. �� r; ��'.�r��`"� � �r�� -�c-f � � � Performance ratings are based on individual unds only.Hurd is conti�uaBy woAting to refine and improve our products. For this reason specifications may c�ange without rmiice. � �5 �.�.-�. � �� ,� � '"� ; +��i r' n�a�w��+ ria�,m �i � aa� r�,� „��,�,� � +` � ��,V��«��'"��"'�z � � '�� i��i�; � � F 'l? �' �.�i 4. � '�t bl sa�;'M'� '�'�; ,�';;4 `� a.�..�k.a 's.,� _�.�._....o..o,.,.....,....,,�o.�.a....a,.�.m...«..�a.a.�� - .�.s ,...w�.,...,saaw�So-.- _ File Transa�tior� �.ep.�r> ,� _ _ � ___ . � . ,� o m � � � s� ,�, . . �`� '�`��` � t;� �' . �`,� . �a�r�.c,�.., � �4 ,�.��. :�k� '� � �3 �''e� �e ��'��"��i. i ' : .... : ..�. :. . . � .. � y�" . _ �� . . �. .. �� Y,�� "'. .� � i .. . .. . .:, . ; , ,� : ". � ,r � ` ':. , . � ` . .. � ( u%� �/. � , . � �� . _ �_� �r ` � . i � / r ��` i � �� n� � � z��, , r/� �,,,,, � � �' �", t �`.��, ..�`"� ,'e i0 '�' ' �: ' �' ...� -� �.�' � �� j ��h� s"� � ��. � �� _� �i. �'" �, � - �. � ,. � ; � i� , � ► � ►� ; � �� ,m Piu � Cla�,� ��__l .� �« � ,: � =~ D t _._ �..�.�_.��..v ____ �:�; �� ..v, � '"� � � �� Permit 3fi �2014-00208 � F ___��_�_.. _�„ � Main PIN Address b Permit Atldress: i2625 Cascade La � AddRional PIN l4ddress � ��rc�i I�stl� Permd Issue I I � (�sneral Fees ;Inspections l8)�Ilotes�Applic;jnt 6etail i CC�Detiil� # � Seq�F!qee Type Fee Amourrt Ovr Variable Prompt Teh Table ttem � ' . ^��111=i . ^q"w.� � :�'� a a � � E . . . . � " . 4 2 Flan Review ��$1�63,8o Q ; 3 State 5urr,r,arge(Valuatianj $115 87 ❑ 231735.6 VALUATION � ' � ��; � A S,A.C- �2,485.00 ❑ 1 S�C UNITS ,��' i � � s � i � �'� � � � � � 6 /^/I f 1. � / � Y ? $ e � � { �� ! � Atld New Delete _ PIN: 33113�23�11�0116 2625 Cascade La Database: PermilWorks App: Pe�mits User. Mfad . • �Y..a.'�,;.u�a�;��rinu+�...�ia4. �+�,a4k��,�'��„�da�6`�e',��„��. «%�� ., r� i i1 m ?� �,,,s �„��s �. t z0 F � � . �, ( �'� 1/a� x (a }> '.: °?." �'��/,� i' ". ,i � �� ti�r4*�r � �° � ( � � z �� o- av c , � p # ,: ,,ri, , :m �� „m�.S i�. �c s t } � �, I � '� ��Y L�: - '�o I�� 4 86:; 7 l�5 j�� ' �/ , �. . . � +.,. r �r v�w+ ��vs - :��s�+�.s�.aas.w " H s»ma.e�`" , .. ..M ... i � ____ N1141.8 Certi�cate ` i � / ' Rnilders Name!Compaoy pa�e: Zo�_ Site Address: �i v � S GI GA(„��( � Contractor Name• d h L � � �� i i�icens� Number: Caca�ion Type of Insta//ed Tppe lo+�at�an 5ire Insulation R-V'a/ue Makeu Air us. ` „�, RoofiCailing _ r Combustion Air Watls -- - �o ne.. . _�Aj-.Qpf(,� a{.�I�f n.F,`` �. ! �f i�r' � � ,x.bi f r'� �1 1 'r` F -T,{!t r U y,vr�.: tt�R�'f1��1�Hil.�i1� 1 .� I ,. .1n E�(i� - I.,��N �t c�<�E� I�, .. ]�i' 1».J`�� *.�5'..�1� :d . . i ^ �yr kh.�_'".'�t �1"�.� t ��r.i`t i�� -.d��.7� T i �ixet� � ��. , �R��V��. .'i{ a i':, ;2 L .� � �ij, � Is: �'��'�� i ' _.__�.� +� t�.; r . ._. .., � _�.' � �nti�`a�'d�t`�'i�,t,- �_��+:��` ' ' Floor DIJ�r �or �� jlbu;� (7 � ' v !I '" � h ^ Bt P l� �' �T E,* r h �� ,�-�� __ A '.L• v.i`� 4 F('. p 1 —'—+-++"r t.:f, ,_ _. R.IIila0lSt E10lC" Col/ C ��i. _ �;�`',y��t,ts i�� tau � � � �, ��,h« _� . �� -x�, �� _.___T_��._____ interior,�xterlorarinte fcl� '� � ,r^' r � K �'�"u} a ��n,��r �.s i , t r 9 ;�� S ��.:�:��¢!t _�..� ',,R �1�� 1 ' Foundation WaU l �-��;��- `c� �I � _ ._�_____�. __ _.____.. Interior,F�cterior or Integra! Avera e[!-F'actor SHGG sa►/arheat ain coe�cienf - Passive Act.ive Fenes�ratiott O / Radon Con�Erol T e In ut Ratin AFUE Manufacturer M+adel L'a/c�ted Heat Cos.s Heatin stem ca��, y oaa g5.� �-��.�•-a- 7' R S � �r � �� - I T lyu utRafin SEER Manufac�urer Mode/ Coalln Load/HeatGaia Coolin stem cen- ��-t 3 L, a�r e. TG,D 2 c� � � ,rG� �+r` _ � �� Location Cvnfinuot�s Ventilat�ion To�a/ Venti/atian Mechainicai Ventilation �x ou.,..a o�� .�` � m � 55 !v,5' � � (�J4't'� �b0 i'+1 Foundation As-BUllt SUrVe FOr. INVOICE NO. 82597 Y F.B.NO. Copy-Cert STONEBAY BUILDERS LLC , sca�E: �� = 20' • Denotes Found Iron Monument Property located in Section 33,Township 1 18,Range 23, O Denotes Iron Monument I-Iennepin County,Minnesota. � � \ � Denotes Wood Hub Set for excavation only � t� x000.0 Denotes Existing Elevation Property Address:2625,2627&2629 Cascade Lane,Orono,MN � � l O l 7.58 QQQ,Q Denotes Proposed Elevation � Yfydrant �q�s� Benchmark:Invert of sanitary manhole#3 located at centerline of ,` � .d �,� Basis for Kelley Parkway 550 feet west_of Lot 4,Block I,Stonebay Sth Add. � �o�� c�' � � bearings is Elevation=-1009.23 feet / � � -` tcc � __._ _ assumed � ioi�.4� �' Area of Lots 4, 5 &6=5611 sq.ft � I� l ' � 2j69 N66� �� '� 39\�8„ 'As-Built Elevations" Stormwater Quality Overlay District Tier=5 � � �j/� � Q- � �� ?416$ ioi7.3i Top of Block I 027.7 � � � �� `�s 4• \�\ Garage Floor at Front Door I O� 9.3 (not poured) / / � n ?�g Basement Floor I-0 I 9.6 (not poured) � Q / OO , 9 tcc � 0 0 �,�� c+� (o�� 5 Lowest Footing I 0 I 9.3 / a0 ^� � "Drdl-Hole"in Curb / � �� Foundation �o� ?4• , i � i � � � \ /� � �. 017��/ OO _� �� , �Rise�s � � \ � \ 0•• 00 ry. � � l o , � Foundation ^ _ � � — — — — � a � � J � � "'� Only � �`' � � a i � � � ° p r p. , 00 �0` r�p�seq�d �024.5 �, ;° oo� �ounc�ation ^�'� � 10 9S3�ke � The Gregory Group i� a �\ �`�� - �� Onl- S� I I d.b.a. <�" � �,So z. � o � ' o 0o I � � LOT SURVEYS COMPANY, INC. � x l025.0 a ,-, 0�0 I Established in 1962 ,_- _ ti � I ,,1024.3' a /024.4 � �� 3`S ctij� � LAND SURVEYORS a� i o22� ,� a \ � Q I REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA c x 1024.3 Ss�?4Q0 , 7 , ?�'•• I I 7601 73rd Avenue North (763)560-3093 �n� � x O�O �_ � ��: I v I Minneapolis,Minnesota 55428 Fax No.560-3522 ° ��e `, \20.48 L9ht a °"F �, � i Q i �urue��r� C�Pr�ifirtt�� \ \r4 1e "l 023.4 a� ?�S� I � I �.�C i tcc a � 8oulder wal/5 1024.4 �' TOP Sp/kB I l 020.36 \ feet under snow — 1023.86 I \ � l 02-4.2 d \ � 020,i 6 "�023J`-� a I The only easements shown are from plats of record or infoRnation a\ 024 4 `�/ � � provicJ�ct by c6enr X a a� � d d — — — tcc � � Dra�r;aye � � — _ � _ I certify that this plan, specification,or report was prepared by me or ��Lo i0i9.96 e � Ut�lity Easement �o under my direct supervision and that I am a duly Licensed land y Q\ %02i.9 over all of Lot l 5 p�sea�d/� Surveyor under the laws of the State of Minnesota. �a�.,� � � �oi9.66 / ° Surveysd this 20th day of May 2014. �'li � l � ° � )h,� � � � �, �� s , !O19.56 •�ew _ A � �� , �/'F ��i5'�% l � S19n2d Lots 4, 5, and 6, Block 1, STONEBAY FIFTH ADDITION � Gregory . rasch, Minn. Reg. No.24992 Hennepin County, Minnesota Rev Drawn By File Name S5-4-5-6-1inv82597 foundation.dwg .__ �O � f�W� ��_ �.V�.I�'u sTaN��A� �L�I��s ��C 2 G Z �� C a,r� �d-e �� , �� 2 2/17f2D14 UP�A7EG&CORP.ECTEOWINOOWSCHEDULE � �� 'S 2i18CLD14 CHANGED IJIST BflTH UN�T A �i 5 2/1872014 RB�AUUED STNk1f�iINDEkS ��f�L� �� \] �/�]�I�j'/l�' GENERIILNOTES' t! R<J 1 , �./ C��1'�1C�1VI� PRUJECT 2 �14 7 2l21I2014 REDUCE�SCkEEN PORCHSQE � � THE6UILDERSHAILVERIFYTM4TSRECONDITOHSARECONS6TENTWITHTHESEPL4N5 1 � �� AEFORESTARTINGWORK.WORKNDTSPBCIFIC4LLYDET141LEDSHALLBECONSTRUCTEDTO 9 2r14YL014 W'ENT BA1C7T02442 6UILOING SIZE � v�I I TH E S411 E Q UAUTYAS SIIA IL4R W 0 RK TTIAT 6 0 ETAI LED.RL L UW R{CSHRL L 9 E 0�N E IN �� awn �omcs an ��- ra�aininq Ic�s cc�nsistir�c� rf filNl�,ipl� � an� � uni� �uildin�s ACCOROANCEWRHINTERlWTqNRL9UIL01NGCODESRNOLOCALCODES i J WRffTEN DIIAEH51016ANUSPECIFC NOTESSMALL'f74KEPRBCEDENCEOVERSCA.LE� �2 2rz2(L014 REWORK.E�KfTCHENS AN�BATHS PEP OION OIUEFrs10l6ANDGENERRLNOTES.TMEEHGINEEPJDESIGNERSH9LLBErANSULTEDPDR CIRRIFICATIONIFSffECON�fi1]NSAREENCDUNTEREDTH4TRREOIFFEftENT111ANSMOWN,IF 14 2fL4JI014 REUUORKE02N�FLO�JRLA.YOUT CONTRACT4R SHALL VERIFY DlSCRE0.4NCIESARE FOUNO IN TME PlRlr OR N7TES,OR IFAQUESTIONARISES�JVER TME IMTENTOFTHEPLANSOR NOT�..CONTR4CT7RSHALI VERIFYAND 5 RESPOH519LE FORALL 18 3kVCt014 CHANGEO CNTER UNIT TO 18'�CANT NU BOX a F�LLCONDITIONSRND D111EISIONSQNCLUOING RDUGHOPENING�. DIMEN-�IONSRT THEJOB SITE RND NOTIFYTHEARCHITECT PLEF.SEeEEA001TOH4LNOTESCALLEUOUfONOTHERSHEETS. 19 3Af2014 FOUNDA71np�Tn BLOrY m O F ANY DI ME N SI ONAL J ERRORS,OMISSIONS OR Bl11LDING PERRDRM4lCEt Y� 3bft014 AGUE��6L UtrINDOW5 TG kEAR BR'S DISCREPANCIESBEfORE ryE4TL�J�CALCULATqNSSHALLLUlIPLYWITHTHERB]UIREIAENTSOFRBGqN4LRND 23 3/11�2014 SIZE�POkLH&DECKFOOTINGi BEGINNINC OR FABRICATING IACALCODES.SEECRLCULATqNS.PORCMES,DBCkS,fOUNDHTIDN,FIREPL.WCE y p ANY W OR K. ENC IASU RES,AN U G AR9G E RR FAS NOT INCL 110 ED IN LIVING A REA.RLL IXHAUST fANS T]E E � VENTEO DIREGTLYTOTXE EYfERI�R.ALL PENETR4TIUNSOF THEBUILDING ENVELOPESNALL A E SEAL EO W ITM CR UL I(O R FOAIA. u w 61ATERl4LSAN0 CALLOUTS � To the best of my knowledge these plans are drawn to comply with owner's and/or builder's specifications and any changes made on them after prints are made will be done at the owner's and/or builder's expense and STRUGTURA�ExGINEER: E�gl�eafs I�Armatlo�Hee 1 UUALLTYPES °_ responsibility. The contractor sha�l verify all dimensions and enclosed drawing. ST�JNEBAY BUILDERS LLC is OESGNER: TYom3EDsflr-T.DaflIDeEAJI � TRUSS CO 5UPPLIEDL`JLHOR usroer«xoi�r�,ur� � not liable for errors once construction has begun. While every effort has been made in the preparation of this plan W 6UILOER: SIONE&4YBUILDERSLLC CIPFDUNOfffION to avoid mistakes,the maker can not guarantee against human error. 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