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HomeMy WebLinkAbout2016-01134 - attached deck CITY OF ORONO * Z 0 1 6 - PJ 1 1 3 4 * 2750 KELLEY PARKWAY DATE ISSUED: 09/19/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1105 BROWN RD S PIN : 10-117-23-24-0004 LEGAL DESC : UNPLATTED 10 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : DECK ATTACHED ACTIVITY : 434-RESIDENTIAL VALUAT[ON : $ 5,000.00 NOTE: ADDING AN ATTACHED DECK NOTE:DP-75 APPROVED FOR VSC[N FAT FLAY SOILS.IN[TIALm" NOTE: PR[OR TO RELEASE OF GSCROW MONEY AN AS-BUILT SURVEY AND HARDCOVER CALCULATIONS MUST[3F,SUBMI"l'TGD AND APPROVED. INITIAL:/�/� v 09/19/19-NOTE:WHEN PERMIT WAS TAKEN IN ASSIGNED PERMIT#2016-01095(HOWEVER PERSON ENTERING,D[D NOT PUSH "SAVE"AND THIS NUMBER WAS USED E3Y ANOTHER PERMIT AT ANOTHGR ADDRESS. WHEN I WENT TO ISSUE,I HAD TO ASSIGN A NEW PERM["C#2016-01134 IN ORDER TO[SSUE THIS PERMIT. APPLICANT PERMIT FEE SCHEDULE 123.87 STATE SURCHARGE(VALUATION) 2.50 NORTON HOMES TOTAL 126.37 18215 45TH AVE N, STE D Payment(s) PLYMOUTH, MN 55446- CHECK 14559 126.37 (612)386-7661 Minnesota State License#: BUIL-BC639221 OWNER SULLIVAN,JOHN& LAURA 1105 BROWN RD S WAYZATA, MN 55391- AGREEMENT AIYD SWORIY STATEMEIYT The work for which this permit is issued shall be performed according to the approved plans and specitications,applicable City approvals,and the State Building Code. This permit is for only thc work described and does no[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 l80 days of the date of issuance,or if construction is suspended for a period of 180 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conforma e with the State Building Code.This permit may be revoked y time�fo due cause. � ��L � �, /� � /� Appli nt Permit e ignature Date Issued Signature Date CITY OF ORONO } , � ;�� '� f,Y ��'��} BUILDING PERMIT APPLICATION . ,;4�� ,<<;-' , �' � � FOR NEW STRUCTURES OR ADDITIONS '� dl �� � �O�O Mailing Address: Permit number: ��/�'- S PO Box 66 /� Crystal Bay, MN 55323-0066 Date received: 7 '7—� �, � Street Address:� - -' �Q� ti � 2750 Kelley Parkway lan review fee: O �� �J F�qx�SHo��,�' Orono, MN 55356 � �(p - �Q L� Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �� �/ This application form must be completed in full and all required information must be sub itted.6 � � 7 Incomplete applications will be returned. (Please print) � ,�L�-, , GENERAL INFORMATION: c° � � 'i'� � � y�� �� 1���I+�v� Job Site Address: p � Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service ill be required unless applicant demonstrates sufficient on-site parking is available. Non-permifted events wil/not�be allowed. P CONTRACTOR/APPLICANT INFORMATION: � � Name: OQ.� rN � ` ' State License# 'g�, (,3� 22„ ( Expiration Date: — Phone: �(cell office) g Mailing Address: g Cit : � i1q ZIP: � Contact Person: CF4R.l5 NO�'7�J Applicant is: ontrac or / Homeowner (CircleOne) Email and/or Fax: ��.�b���J Q N pR.T or(�4nMe5•Co N� PROPERTY OWNER INFORMATION: Name: `�.i l �, �;r• r� � � Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: 'Pp�yd f'h'E/�2.p6r Phone (day): 6lZ- S`?7^�Zb 9 Address: City: ZIP: Email and/or Fax: E o�/ G� /� H C� nT �k IL• Cc�N`. PROJECT INFORMATION: Description of project: �C,� �� ��+� ��y'�� 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8� 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&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑Other(speCify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ 5, 000 • OO Last Updated: January 2016 � STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length (ft.)= ��p Number of bedrooms=� 2. Occupancy: ��v / b.Width (ft.)= �� Number of garage stalls: 3. Occupant Load: Areas in square feet Attached = c. Basement= (� Detached = 4. Type of Construction: y d. 15t Story = � ,./� ,�� .�' (..•/ -- � e. 2�d Story= 5. Code Edition: �--�/r � � f. '/2 Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Encl d Applicable � Buildin Permit Escrow A reement and Fees frQ Plan Review Fee ❑ Completed Application Form �' ❑ Proposed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements $� ❑ Survey—2 full size, to scale(meeting 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 W���- EfuAl�-. ❑ �" Landsca e 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. Applicant's Signature: Date: �—3��� Owner's Signature: Date: �� 3�%� Last Updated: January 2016 �orb• �'� PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIt�NS � � Address: I �� t (V/l S Permit No.: ' Description of work: � Date Rec'd: Q'�'� � Septic review by: �/�JVV �C� �- ��/l. Date Approved: Zoning review by: Date Approved: � Building review by: Date Approved: � � Grading review by: � Date Approved: Zoning District: '" � Zoning File#: Reso#: Reso Date: Zoning: Lot Area: � /AC Width: Lot Coverage: SF % Survey Submitted: �es 0 No Date of Survey: "l ' g'� � Revised date(?)� Landscape plan submitted? � Yes No Landscaper: Proposed Setbacks: � � Front (L�) Rear(S eet) ( N � E W ) ( N S E W ) Other Buildings Wetland � ide Side ��. ' � r—• De ' ed Height: Peak Heiaht; _ FFE: _ � s ee = xis ing o Perimeter(linear feet) = 50% _ . . grade sement? 0 Yes �„ , Stories -1 �'' FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from highest existinq the highest point of the roof. S T WITH ��to the highest point of the roof even if fill was brought in to If you have a... elevate home. SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below gr e—measuc,e (BASED ON windows): Subtract half the distance from highest ing grade to the ROOF TYPE) between the highest point of the ro hi hest t of the roof. to the low point of the corresp ing If ave a... . gable or hipped roof SUBTR,4CTION GABLE OR HIPPED ROOF GABLE OR HIPPE OOF(with (BASED ON (no windows): Subtract half • windows): Subt t half the distance ROOF TYP the distance between the between the p of the highest highest point of the roof to window the highest point of the the low point of the roof corresponding gable or hipped roof • LL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTR,4CTI Subtract the distance between the half the distance between (BASED basemenUcrawl space floor and the the top of the highest EXIST highest existing grade adjacent to the window and the highest G ES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. Defined building height EQUALS Updated: May 2016 z:\forms\plan review checklist 5-2016.docx ��t �� � ' �'.� �, �'���„ . Average Lakeshore Setback �, Shoreland District MCWD Permit Met? Bluff Yes� 0 No Permit Number: � Yes 0 No N/A � Ye No � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf l�.Z� ��{,�Q � Yes No 0 Yes No 1 2 � 4 5 A_ C � ���� Type(s): Type(s): �C J Fees to be Char ed YES NO Perm it Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units �(/' Other(specify) Square Footage $ per Square Footage Basement X = $ 1 St Floor X = $ 2nd FloOt' X = $ Garage X = $ Estimated Construction Value: $ � �D^ v Orono Inspections Required Work Requiring Separate Permits 0 Footing 0 Site 0 Plumbing ❑ Grading/Filling � Poured Wall 0 Silt Fence/Erosion Control � Mechanical 0 Fire � Foundation Survey ❑ Hardcover Removal � Fireplace 0 Water Connection � Framing ❑ Other(specify) � Masonry � Sewer Connection 0 Waterproofing/Drain tile ❑ Mfg. 0 Lawn Irrigation ❑ Foundation Waterproofing 0 Other(specify) � Landscaping �Framing 0 Insulation s-Built Survey Final ❑ Lathe Required State Permits 0 Other(specify) � Well ❑ Electrical REMARKS (in-house): OFF CIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALL � �.z � j^0 U �(� (/� �� Y ee Builder Acknowledgement Form �f C / /'( A, C a� ��� Prior to release of escrow money an as-built survey and hardcover calculations must e submitted and approved. Updated: May 2016 z:\forms\plan review checklist 5-2016.docx DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The in�ormation you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page)to review private data on yourself. � 6. Your full name is required to process this application or permit. Jo,� �I�E�� First Middle Last ,��z► s y s�' ,�-�� ,� s�--� � . Address wto `1 �S�� '1��• S�- Z City State Zip Phone t I under and m right �Y stated above. � ;' Signa re Packet Last Updated: January 2016 Page 7 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with stafF if you have questions on application submittal requirements. Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 95Z-471-0590 r �r ng th� p �ect. Signed by: � Address: /���- _, ' �C�� �i�� /<<�� � Permit #: • � Packet Last Updated: January 2015 Page 2 City of Orono �oNa Hardcover Calculation �4lorksheet ;� 1 Property Address: } � tita5 F-�:���„ �,. S '��°' Prepared by: Date: _��T6� � uerlr}rT �-�-��P Stormwater Quality O�erlay District Tier: (Circle one) Tier 1 Tie�2 Tie 3�i'ier 4 Tier 5 Step 2: PROPOSED HAROCOVER In the follawing table, identify ali items of proposed harcicover on the property, keyed by letter to Certficate of Survey (survey must accompany this form}. tnclude all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary ta accurately depict proposed hardcover status of the property. For Tie� 1 properties, iderrtify any features by letter which are split at tFie 75' setback line and calculate hardcover square footage se aratel for each rtion. Survt� �+bcover ttem(Describey Length x Width T� uara Feet Exam le Gara e (24'x 30' 720 S.F. A i ic ,7 x ' Q S.F. S i� ! - '.�v S.F. C -,� '��o S.F. p ��-r c�,'7 S.F. E sk . q,22 ,3 S.F. F �-- • : i y�� C S.F. G a ,J t�; �- S.F. H �a.�•x � 4�+ - S.F. � �4 S.F. J S.F. K - , , •• ��x `ri S.F. L � -,_ .5 S.F. M 7 - ' S.F. N S.F. O S.F. P S.F. Q S.F. I R S.F. ' S S F. T S.F. ', U S.F. ' V S.F. W S.F. X S.F. i Y S.F. ! Z S.F. I 1 7otal Pr osed Hardcover ' ;'1q S.F. Excludable Hardcover See C' Code Sec 78-1684: =V` ::�� _ , F• , S.F. i S.F. S.F. S F. ' S F. ' Z Tatai Exciudable Harocover '' S.F. (3 Net Pr osed Harticover Subtrad 6ne 2 from 6ne 1 "��' S F. 4 7otal Lot Area ;� ' S.F. Proposed 41a►dcover Pe►cerrtage I t3)+(4?l i;:,�,=.� °k Thrs is an irrtormabon paCke!ragarding Haidcover. Every effort has been made to+nsuro the sccuracy of the irrformation contained hemin;ho�+nver,if any infortnation rs r►ot aonsistent wrtlr provisions of!he Gty Code,the Code prowsions will prevad. Page 9 of 9 City of Orono �on�o Hardcover Calculation Worksheet �, � Property Address: ��Q� ��W� � S 5���kfSHOF'�C'` Prepared by: ��s�K LIJE(L� Date: 9_�^ �� Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier ier 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. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Surve (Square Feet (Example (Garage) (24'x 30') (720 S.F.) A 2 C !4. X 22. �j S.F. B r► I X 2S pp S.F. C �Sr X S.F. � " X S.F. E " Il. K 2 .2'Z L S.F. F n1T kC y O S.F. � 6W l.. 3. X 10,2 S.F. H A 2 .S 9.�}b Z� S.F. I ac'�' ��5 x S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover O S.F. Excludable Hardcover See Cit Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area S.F. Existing Hardcover Percentage [(3)=(4)] �9. I % i (Proposed Hardcover ne�page) Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 16 PLAN NUMBER 216127 DATE 16'-0" 16�-0�� 7-27-2016 2X4 TOP RAIL $'-O° 8�-O° 545 CEDAR 2X4 RAIL RAILING 36"HIGH MAX 4"SPACING S4S CEDAR F- p, REVISIONS &2X10 RIM 2-2X10 RIM 'O< SEE DETAIL FOR MATERIALS .�, BALSTERSNUM ====_�_=- SURVEY CERTIFICATE W/ PROPOSED DELK ORON4 COPY SURVEY FOR :Norton Homes L 0 T SQ. F00 TA GE = 26, 172 DESCRIBED AS : Be�inningatapointontheeastlineofGovernmentLot6, SectionlO, Township117, Range23, IMPERV. HSE. S�,l. FOOTAGE = 2, 629 = 9. �-� HennepinCounty, Minnesota,distant625.2feetsouthofthe northeastcornerthereof;thencewesterly Existing Home IMPERV. DRI VEWAY &� SQ. FOOTAGE = 2, 616 = 10� 330.74 feettoa point216.69 feetnortheasterlyatrightanglesfromthecenterlineofCountyRoadNo. , GF=954.2 EXCLUDABABLE HARDCOVER = 147 SQ. �T 87; thencesoutheasterlyparallelwithsaidcenterline123.22feet;thenceeasterly258.72feettosaid � i east line of Government Lot 6;thence northerly 100 feetto the pointof beginning,except road.(From 956.6�_______________________� g56.5 I MPER VIOUS CO VERA GE = 19. 4� Hennepin County) �\ � n��,_______,�' �___ -----TJL \ � i i i Existing j � � . � � i i Garage i � � � � � i i 945.8�--�----�946.3 � 1 � � �� �• i i � � �/ i � � � � I � i� � � � i i �P ) P E,W�4cSW � � 'A � � FND IPi i FND IP � / � t � �� , „ �� � ,pP E&W FND LR� 945.0 i i 945.2 � 94�.2x 950.9X I 2��.-7c}-���'�-rj��--------�'� d � SPIKE/ PP N.S&W 947.8' �„ 947.4 J 9"TwinMa / 11.5"Map 10�Map� 24"Map 953.5X , 953.9 6 Arb . 4.6"Arb 7"Arb � 33 es�.� 953.2 953.a esz.o � / 947.2 • / 94 .9 \ r 52.4 ��=_ \ ' 953.0 � ' I � i � 1 `, ,�.� � � � � 4,5,6"Tri -� L � Z � Map 94 . �,� i...,}'�,.,.� 9�J1.9 X p � � � � � � 6.5"Hack�erry 95�¢ �-�953.6X a/ \ � � � t� 5"Cedar 947.5 � � _ \ � 947.1 � sas.2 ` _ ` � � � 5.1% sasw�f j� 948.0� 949.2X X 949.1 \ 954.3 I� �� i � �� � � I 8"As en 947 4 e 1 - - - ( � - - - - - � - - I � � ��o i 946.� � � - s4s.4 2�.00 � i � � r=ssz.s \ � � o p � �s i � � a=9as.5 zoo � � � o 0 J s��n� H sass�ie" � i` "' � I � o � }J�ti. � i � � Existing "� o � X 953.6 9 Q.8 ' � �� � � O �� � �j;�' 1 .00 2-Story °' 22.00 1 . 0 0 954. ; X � , � � � ���`9s �,Pine g4a.o P d � s'PcW d/T.F. S �ot 10/15/15 m i 8�ss� , °'� .-. � 947.3 16.32 � I / O O �j � � 948.5X 4.00 Elev.==955.2 1.5o I � � o � Garoge � i � I � / a� � � �� �lS. 1/ roPo � � / �� � � � . Dydc o0952.7 35.00 35.50 j V 953.5� �950.8 J � � � O, / i cri � / � � 9 554.3 4.7 % I � S a �% ,�P NE&SW X 9�,,.� /951.2 1953.2 �� � / \ ?,9„M�P � 946.4 �"'•�'X�X 1 953�X----------' i �y 949.2 ,�yh � � i �+^� � /� ! 9 2.5 � /� � �`^-'� � � X M ss2.sX , / ' 33 � � �� 16"Ma 6 Ash 7,9'Ash � < ! � 18"�Aa��.� � 52.2 / �� EXISTING ELEVATIONS � 949•sx �950�8x ( 952.8X -- , 5.5,19'Map 9s2�P __ � 13"Map X 950.8 ,_`\ `--- 953.4 ' 952.0 � --�^� 946.2 � FN D I P \ -`-" '-`-'-"-* �. '' " \ \ FN D I P / ��y��- �� 1 946.0 17 cedar 948.6 � 18"Map ��i�--------�951.1 � � 946.2 Top of Foundation =955.2 � as�.5 , , First Floor Elev =957.2 \\ �Existing Home� \ \ Garage Floor =954.8 �\ i T06=951.7 � , �`` Basement Floor =946.5 �owest Opening=949.7 � �` Aprox. Sewer Service =Verify �� Proposed Elev. _ � Existing Elev. _ Drainage Directions = - Denotes Offset Stake = • BENCHMARK, � � JOB N0: i HEREBY CERIIFY THAT THIS IS A TRUE AND CORRECT REPRESENTAl10N NH11 5001-1 5R-049 San MH Rear of lot RECEIVED � � OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED L A N D F O R M BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO Elev= 946.4 SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: � � h From Site to Finish � � �E_F (� ' ` ��� � � . MIN. SETBACK REQUIREMENTS 105 South Flfth nve. DATE--9-/-$-/-�6- �� CAD FILE: CITY OF ORONO sutte 513 F D. LINDGREN, LA SURVEYOR Front -50 HOUS2 Side -30 Minneapolis, MN 55401 MINNESOTA LICENSE NUMBER 14376 Norton-15 Rear -50 Garage Side-30 SCALE: t inch = 30 feet Phone: (612) 252-9070 ,l� �� � S � / �.J�l� � �� �� DATE TIME CITY OF ORONO CALLED IN , l� � INSPECTION ICE SCHEDULED �ERMIT NO �� '� I I� COMPLETED ADDRESS / �U� ����� OWNER TE E HONE NO. ���� •(d 'G��� CONTRACTOR r d '� ��-S � DESCRIPTION �C � ��n�l tL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOPITRACTOR TO MEET YOU:_YES_NO y COMMENTS: a� � '' � D, � f'faS �►��U�-�d �f �a „����f, � o , / / / , � ` ��nC� Q✓YJLCIl�i ArtiP` � Q�'G�SS �v nraGP� ° /a SY' /'�i�� :J' ��� �/�', nQ��; � W fJ f , �' c�+/�r �,�7-LL- � G n� vl/i�� /KGPi /�G° � n .J"o/Y/'�P/ Q Gn�tiGa i�,� 2 Gb�n.O�G7�� W � � "'/P�� 07� �B-G� �-�� �Oc��� 9l�O� J W ❑WORK SATiSFACTORY:PROCEED ❑ PROJECT COMPLETE � CORRECT WORK R PROCEED �ISSUE CERTIFICATE OF OCCUPANCY W O CORRECT NfORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 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U� Hennepin County,Minnesota,distant 625.2 feet south of the northeast cornerthereof;thence westerly Existing Home 1 MPER V. DRI VE WA Y 8c SQ. F00 TA GE = 2, 616 = 1 D� 330.74 feet to a poi nt 216.69 feet northeasterly at right angles from the center I ine of County Road No. , GF=954.2 87; thence southeasterly parallel with said center I i ne 123.22 feet;thence easterly 258.72 feet to said � � east line of Government Lot 6;thence northerly 100 feetto the point of beginning,except road.(From 956.6�_______________________� 956.5 I MPER VIOUS CO VERA GE = 18. 8� Hennepin County) � ' ` �--- ----- � ----�-- � � � ' j Existing j q� � � i i i Garage i � U� � �� / i i 945.8�--�----�946.3 � � �� / � / �� ' � I � i i � \> ,�pP E�M�SW I�� �`., �� �����/ ��,PP E&W �� SPIKE� PP N,S&W FND IPi i FND IP � g4$2 95�9 I 945.0 i i 945.2 X X 29�.-74�89'S6�55 E__---- d 9��.g �, s4�.4 - ---- / 9"TwinMa / 11.5'Map 951M�� 24"Map 953.2 953.5X X 953.9 95314 � 4,6"Arb 952r0 ., 33 / 947.2 • 94 .8 � 52.4 - ' 953.0 1 ! �1 4,5.6"Tri i _� • � � / \\ I I � Map saeP � 951.9 X p / \ � . � � 6.5"Hack�erry 95�¢X '-�953.6X �/ 1 \ I I 5"Cedar 947.5 � I i j�46.2 � -C - - � \� � 1 5.1� so"�y � 947.1 � \ 1 948. � � 948.0� 949.2 X - X 949.1 � 954.3 - - � - II - I /� �. � 10"Pine � ! 8"Aspen 947.4 i � 949.4 27.00 � / � � �p � 946J � r=9sz.s cO \ i �� `�J Q� � � I \ � 8=949.5 2.00 1 � I �� �� � S n H s•qs en �' � � p J9 6. � �as� 1 \ Existing � � X 953.6 X 950•8 � j� �O � � �� 11 00 2-Story 22.00 0 18.00 0 954. �� I I � �� � � 0 9'pcw d/I c.i o gg !� � �����5 11"Pine 948.0 �519 � T.F. S Ot 10/15/15 m � � I �� �^ � 947.3 �- / 16.32 1.50 � 0) O � � 948.5X _ 4.00 Elev.=955.2 o I � i o �, � ��� Garage o I � I i �p � 0 0 � � � , .�� /�� eck �952� 35.00 35.50 i 953.5� _�950.8 J � � � � O- �- � / vi J � / t s 954.3 4.7/J I t 19"Map � 946.4 �'• ,��'P NEdcSW X 9 . 951.2 1953.2 953�5�---__� �� �� � �� ,�°Z1 � � � 949.2 � X ��.y5�� X ---- � / � � ' / 9 2-5X� 952.BX �� �/ '� t��� ZZ � !� 16"Ma 6 Ash 7.9'Ash � �� JJ � , � 18"Map�.� � 52.2 � EXISTING ELEVATIONS � 949.fiX �950.8X ( 952•$X -_ 5.5,19"Map ss2.� _ � 13"Mop x sso.a� _ `--- � 953.4 J 952.0 As-Blt 10/15/15 � FND IP � '-'-'-'-'-'-'��'� '� ':�• � '' �� sas.o � "^� sas.2 948.6 \ p �7•�---------�951.1 � t7"cedar To of Foundation =955.2 18"Ma � 946.2 P � \ as2.5 �Existing Home� \ \\ First Floor Elev =957.2 � \ i T08=951.7 � \ Garage Floor =954.8 Basement Floor =946.5 Lowest Opening=949.7 \ \ �� Aprox. Sewer Service =Verify � Proposed Elev. _ � Existing Elev. _ Drainage Directions = - Denotes Offset Stake = • BENCHMARK, JOB N0: � � I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION • • OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED NH115001-15R-049 San MH Rear of lot L A N D F O R M BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO Elev= 946.4 SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: From Site to Finish � � � � . MIN. SETBACK REQUIREMENTS $ 12 16 �' CAD FILE: ,os so�cn F,nn n�e. �A�----/- /---- Front -50 House Side -30 Suite 513 F D. LINDGREN, LA SURVEYOR Minneapolis, MN 55401 MINNESOTA LICENSE NUMBER 14376 Norton-15 Rear -50 Garage Side-30 �io5 �.�� �S SCALE: 1 inch = 30 feet Phone: (612) 252-9070 201to- O1t34-- p}s-$ui l� �urvGt,�' ' . : • . � • emo To: Finance Department From: Christine Mattson, Planning Assistant rl V ' � CC: Street File Date: January 25, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit #2016-01134 pertaining to 1105 Brown Road S is complete. Please refund $2,500 to the applicant, Norton Homes. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Norton Homes 18215 45"'Ave N, Suite D Minneapolis, MN 55446 w:�street files�brown road s\1105\escrow refund 2016-01134.docx �•� � � c � ,� � ��S �. L�`��y ��- ��` � ^�o C ��� �� �o�- ��y'' ��`�.,� � � --L- , �- � ►� t���`� ,� J�� �� � �" � �I � C� S `� L��l �� cl. l.1�- C G��r�l��- ^ �� �✓�,r�� L UL�; `� -�� � f � `- / ; � ��� f � 1 � � � ��� � � ,�� J ` ' � ` BUILDING PERMIT ESCROW AGREEMENT D( I �J"t Orono Building Permit# I/4 -�/ � AGREEMENT made this�day of_9 5t� , 20�, by and between the CITY OF ORONO, a 1Vlinnesota municipal corporation ("City")and �uao-i D�J tEp i �- { Owners ). ��' Recitals r' �� �_ ., . ��� 1. A building permit application has been filed for DECK- hpp�T��� located at ���s '�h�°'N'� (Lp S • the ("Sub�ect Property"), legally described as 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.The financial security may also be used by the Gity to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the rk (including planning, engineering, or legal consultant review) associated with building permit � o�0/�i+G if compliance with the approved building permit is not accomplished. " Dl I�{ 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO OWN By:�l/{'_v1��I'V�.� �ts:� �IYI t _ �a2��J +�M� lnternal Use Only: �Or�iginal to Finance Department G Copy to Street Fi�e Packet Last Updated.• January 2016 Page 23 � CITY OF ORONO � . 2750 KELLEY PARKWAY * � 0 1 6 - 0 1 PJ 9 7 * DATE ISSUED: 09/08/2016 ORONO, MN 55356- � (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1105 BROWN RD S PIN : 10-117-23-24-0004 LEGAL DESC : LJNPLATTED 10 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT 2016-01095. 09/19/19-NOTE:WHEN PERMIT WAS TAKEN IN ASSIGNED PERMIT#2016-01095(HOWEVER PERSON ENTERING,DID NOT PUSH "SAVE"AND THIS NUMBER WAS USED BY ANOTHER PERMIT AT ANOTHER ADDRESS. WHEN I WENT TO ISSUE,I HAD TO ASSIGN A NEW PERMIT#2016-01134 IN ORDER TO ISSUE THIS PERMIT. APPLICANT ESCROW FEE-BUILDING 2,500.00 Norton Homes Payment(s) TOTAL 2,500.00 18215 45TH AVE N,#D CHECK 14547 PLYMOUTH,MN 55441- 2,500.00 OWNER SULLIVAN,JOHN&LAURA I 105 BROWN RD S WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which[his permit is issued shall be performed according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This pertnit is for only the work described and does not gant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing ffiis 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 reques[ed in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Appl�cant Permitee Signature Date Issued By Signature Date ' � � BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# o�0/�v -O/djs AGREEMENT made this�day of 9 SF.� , 20�, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and �uoa-i D�J rtpM�3 ("Owners"). Recitals 1. A building permit application has been filed for UEC1�- hp�l'�l d� located at ���s ��'�°w�► �p J • the ("Subject Property"), legally described as 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reirnbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit # a0/`•d�0� if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§ 415.01 and 366.012. CITY: CITY OF ORONO OWN By:�l/��111� �ts: YIYI l �d1�-i�.1 t�M� lnternal Use Only: �Original to Finance Department � Copy to Street File Packet Last Updated: January 2016 Page 23 City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.016377 SeP 7. 2016 Norton Homes Previous Balance: Permits .00 2016-01095 Deck Permit 1105 Brown Rd S 2.500.00 101-22205 Deferred Rev-Developer Deposit -------------- Total: - 2,500.00 Check -----"--_____ Check No: 14547 Payor: 2.500.00 Norton Hun,es Total APplie�l 2.500.00 ---- - ' Change Tendered: ' .00 09/07/2016 04:19PM =__________ NORTON HOMES LLC 14 54 7 REFERENCE NO. DESCRIPTION / INVOICE DATE INVOICE AMOUNT � DISCOUNT TAKEN AMOUNT PAID 090 716-1105 9/7/16 2,500�00 2,500.00 \ \ CHECK DATE CHECK NO. PAYEE DISCOUNTS TAKEN CHECK AMOUNT 9/7/16 14547 City of Orono $2,500.00 ii��l,'Id�ii. !IIIaiIIIV u,i ��,�1 �II 1. �,�„li i,������lb�il�o, ,, liip",� ..,����h I�'il��r���, Ili�t I'.. .�,'N�j �'�N�n'I',,diiid'�� � 71 �i.`'.li ill�� ,¢��� � � u��" .if �Im���..,�, �I. d.� . ,�, ,,�,�� .,,. .,�,� �yy y���, 7 il��AI' , �ti� �',: ���,�W,�W ���IN HOIYM1II���L�r �A� T,� N 1 y� � �I��� IInN � ilf� � 91i,.� '�1���h � �P' � �i ��� � � � J�r ,�III�,� I � ��I I� IIU iI� I � ,i�. 11 M ^��y �N i��,� i i�Ri '@d� i ;'o, I +�I al� IN fi,:�i� � JI Rl�ig i � ��1K it,�.m,� �� ^��JI� �I s� �Ir�nr 4'4i �� a�ia ,� �I� �STH AVE �pi �TE� Ip p �"' I ,�r lu�i I �� � �F4I'�' i �.. a � i II i�;, �NflF;'�';��. �I�,��,,�, � �'�EAPbUS�M4W�'��446 ����iN,,qi� �I� �t��G a�d'*���',�d�� . ���� 4�bc��°"� `� � '�+,y�A� ��'��� �tl 1' �� °� ' a q� ,i�i��.A� ql!. r��- �rc,��p�"Li��,���' �m�.�iP ���..��I 75-1752/910 � AMOUNT I� � w�� ��Id�m � , h �' ��" i i, '�i� �t ���p �' r�'x�i�l„o� �na�tr°�°`senF`°s � v � i �1 � �i �xn � 'a� f C � i ' �� �' � ��� �M��u� �t. �,����`"� ��� ,�J� p�'�1 'ill' � . �u�Fl�����l�i� III�n�Ni,l �4��� �N � �qA,� ��P�I" A�,pti�lJ!���n�� IA �III��I� II��1� �II,�/F ii�n�ii�� � G�J�O.�� m n�l�'�d�ln. mli,��pi,���,n!�B iMll ry�,'��'�.��L. �i�l�'�YNIp, �,��,.. �i n I,i iir .,q+'���' � d ,. . .�9 m�,�m i1, �ii�mf,,. dp:i ,rtA'itllie�' . o PAY Two Thousand Five Hundred and 00/100 Dollars � TO THE m ORDER z oF: City of Orono � 2750 Kelley Parkway Orono, MN 5535fi � '- �I` ' ► 8 +�' ��A� ��, �`. � � .. AUTHORIZEDSIGNATURE • � � � � CITY OF ORONO * Z 0 1 6 - QJ 1 0 9 7 * 2750 KELLEY PARKWAY DATE ISSUED: 09/08/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 1105 BROWN RD S PIN : 10-117-23-24-0004 LEGAL DESC : UNPLATTED 10 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TIED TO BUILDMG PERMIT 2016-01095 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 Norton Homes Payment(s) 18215 45TH AVE N,#D CHECK 14547 2,500.00 PLYMOUTH,MN 55441- OWNER Norton Homes 18215 45TH AVE N,#D PLYMOUTH,MN 55441- 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 addi[ional or related work which requires separate permiks. 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 I80 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 due cause. / / Applicant Permitee Signature Date Issued By Signature Date D1amondPier® op-7 / Vej fir FOUNDATION SYSTEM O � �a C /a/ 96 ( /3 RESIDENTIAL DIAMOND PIER LOAD CHART Equivalency to a traditional concrete pier is indicated by Base Area Comparison and Frost Zone Rating. IRC Prescriptive Bearing ESR-1895 lv Patents 5,039,256; 6;910,832;7,326,003 Model & Pin Length > DP-50 36" DP-50 42" DP-50 50" DP-75 50" DP-75 63" Bearing in 2000 psf Sands/Gravels' 3600# 3600# 3600# ; 5150# 5850# Bearing in 1500 psf Silts/Clays' 2700# 2700# 2700# 3870# 4400# Equivalent Bearing Area 1.8 sf 1.8 sf 1.8 sf 2.58 sf / 2.93 sf Base Area Comparison 1 tI � I&pitt . 110 cylinder "� " • . . 2 Uplift 670# 920# 1175# 1380# Lateral 575# 820# 1070# 1150# 1310# Frost Rating 124.44' S(r-4r 4& •8O NOTES: 1. Values applicable in properly drained, sound soils with a minimum 1500 psf bearing capacity. See IRC Table R401.4.1 for complete bearing soils listing and Table notes. 2. For simple structures only. No asymmetrical, rotational, overturning, or dynamic loads. For additional information, see the full Diamond Pier Installation Manual. 3. All capacities use four pins of the specified length per foundation. Length includes that portion embedded within the foundation head. 4. DP-50 uses defined in paragraph 2.0 of ESR-1895 and per blue-bordered box above are limited to residential decks, covered decks, stairways, and walkways. For DP-50 uses beyond these types of projects, and for DP-75 applications, refer to Cross Pin Group Test Report(EEI Report No. 07-020-8). See Note 1 for applicable soils. 5. 50" Pins are recommended for use with the DP-50 where uplift and/or lateral loads may govern. The DP-50 comes with a 1/2" diameter embedded galvanized anchor bolt. The DP-75 comes with a 5/8" diameter embedded galvanized anchor bolt. 6. The Diamond Pier system is a shallow bearing technology that does not require"refusal" or"friction" resistance, or the professional installation monitoring or special inspection typically associated with conventional vertical or battered piling. 7. This load chart is intended for applications supported by columns, posts, and beams loaded up to but not exceeding the stated capacities. For applications where the load requirements exceed the capacities defined in this chart, a site-specific capacity review is required. Project soils data and structural loading information must be provided. Refer to "Commercial and Special-Order Project Services" and "Diamond Pier Foundations—Use and Applications"; both documents are available at www.diamondpiers.com. ©2016 Pin Foundations,Inc.All Rights Reserved 4810 Pt Fosdick Dr NW,PMB 60 PIN FOUNDATIONS INC Toll Free: 866-255-9478 Gig Harbor,Washington 98335 Main Office: 253-858-8809 www.pinfoundations.com General Email: info@diamondpiers.com O - C) NO o = m 7J 7J r HE Q) CTl -P w N 7' Z- 00. 00W 0 t: O mO000 m > 0 00m0 { Q1. 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Ix f -OIDHHcO � �' ca :ate ? mr7) � o JOISTS 16"OC m IIN I KIv r r i N 1 1 .p cfKO1- 110 o cmDD 1 �* -a. -az . Z C�3 i s'.° (�7 m0OO CD (I- ' '- t�,t,,i2 1- 7J Cn Ns., :'"i CD..-p HO -n -±- = 1� WO 0 1 - � Omz = Zm - oo ry , rn00 - I cn = mz CI7 ..T Cf) • C `n a10 Co. 0 D 0 -10z o m 2X1 j`FATED X Q %t7 Oz -0G I m0 JOIi 16"OC z w 11 1 0) Zzc ii p m z Z 00 (1 QWN mC7 _.a. .HO cn .i .v!% 11 (nDO 0 7�r•\ '� ZD � m II - \, \\ +r'\` •• •\ \• `l/ • \ cs ..... CTl • \, • \, • / O • t `A \ •\\ • • /Y O • •, , , 1* A , • , Y \ 1 7 / • \ A % A \, Y \ •, •I •• 71 1D'—oI a wit L'' O Fo — m. o > =des O z FR * aay� � 1 z O O (Q EP r)° 34immQ3N6 3 O W (D .. w3".7 O Vl ,tet co 4 D Q w Z D O O w z 1 gym' © u, O Cl cc.n > 3 K a m m A (OD 3cn � ci �' 3 9 oya_ .o mzu, `1" O m s F g. Cf) C = civ �' A www~ Cn V, 8) .5' r C (D O 3orn m�� n fD ?mcn Nm J '� ,�N.m CD CO ONp W O$ 3 N A d = 7 r 2X4 TOP RAIL S4S CEDAR 2X4 RAIL S4S CEDAR 3/4" ALUMINUM BALSTERS co F 6X6 CEDAR POST 2X4 BOTTOM RAIL S4S CEDAR 2X JOIST 6X6 POST, DECK ZAILING CEDAR RAILINGS & POSTS WITH ALUMINUM BALUSTERS 36" HIGH MAX 4" SPACING 6x6 POSTS WITH DIMOND PIER FTGS 16'-0" 81-011 -1- 81-011 _ 1 2-2X10 RIM 2-2X10 RIM DIMOND PIER FOOTINGS % 0 SIZE BY SUPPLIER U o U H O O LU W U) O N O N O DIMOND PIER FOOTINGS �� '~• SIZE BY SUPPLIER ' _ 2-2X10 RIM �_ 2-2X10 RIM -41 FOOTING PLAN 1/491 = 1'-0" @C COPYRIGHT BEYOND DESIGN ARCHITECTURE RIGHT ELEVATION 1/4" = 1'-Q" QC COPYRIGHT BEYOND DESIGN ARCHITECTURE ' �Corizinuous rip 'blle kmndrgs mj'd. 34" - 3-8° bi jfa. 1-114" - Zn dia. No closer than 1-112"to, T 1dtum ends to wall or post. Stairway Risers Open risers are permitted, provided the opening between treads does not permit passage of a 4" +dia. sphere. STAIRS 7 3/4" MAX. RISER 10" MIN. TREAD 6'-8" MIN. HEADROOM AT LEAST ONE HANDRAIL REQUIRED GUARDRAIL OPEN SIDES 36" minimum Guard height, openings less than 4". RESIDENTIAL G- U`Rlazed sides of landings and ening, open and g Unenclosed floor and" roof op orches which are more than 30" above s balconies, decks Or. .p card with a minimum 36"height. ramp , re wre a g grade or floor below, qritermediate ass through• open guardrails must have i in diameter cannot p n s throU ornamental pattern so that a sphere 4 ORONO CUpr ROVW,wi� d � r Code Comptiance CRY of Orono Date , Reviewer 16'-0" RAILING 36" HIGH MAX 4" SPACING SEE DETAIL FOR MATERIALS 5/4 X 6 CEDAR DECKING i ----------i--------------------- - KAILINU uJ" 111UH MAX 4" SF'ALANU SEE DETAIL FOR MATERIALS 16'-p" MAIN FLOOR PLAN 1 = 19.099. © COPYRIGHT BEYOND DESIGN ARCHITECTURE REAR ELEVATION 1/411 = 11.011 © COPYRIGHT BEYOND DESIGN ARCHITECTURE 0 O 'ty of Orono ,inning & Zoning Plan Revr-w .Up ,ite Plan Review Date: Xpp ROVED APPROVED WITH f ;EVISIC�NS (see notes) O DENIED Staff: -flu V^ V 1 V V 1 %J V V I 1 1 1 DIMOND PIER FTGS LEFT ELEVATION 1/4 11. 11.0" © COPYRIGHT BEYOND DESIGN ARCHITECTURE PLAN NUMBER 216127 DATE 7-27-2016 O W W z W 0 U) W REVISIONS 8-17-2016 SHEET 1 of 1 It C's f�owyi WC4S 2DI(pip oi t34 rn W Q O W W IW - 0 a a Q 0 0 0 Q V�vv Q Z V � Q H n/ J Off--may Z �- W Z — V" Z W Z W 0 J J 0 J 0 5 00 SHEET 1 of 1 It C's f�owyi WC4S 2DI(pip oi t34 rn L ' v N O V�vv Q V SHEET 1 of 1 It C's f�owyi WC4S 2DI(pip oi t34