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HomeMy WebLinkAbout2017-00491 - adv plan review CITY OF ORONO * Z 0 1 7 - PJ 0 4 9 1 * ' 2750 KELLEY PARKWAY DATE ISSUED: OS/15/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 345 SPRING HILL RD PIIY : 25-118-23-43-0008 LEGAL DESC : REG. LAND SURVEY NO. 1429 : LOT 000 BLOCK 000 PERMIT TYPE : ADVANCED PLAN REVIEW PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADVANCED PLAN REVIEW VALUATION : $ 45,000.00 NOTE: PLEASE FILL IN THE FOLLOWING: VALUATION OF PERMIT:$ 45,000.00 TYPE OF PERMIT THIS PAYMENT IS FOR: SHED PERMIT#THIS PRE-PAYMENT IS TIED TO:2017-00490 APPLICANT ADVANCED PLAN REVIEW 428.66 RILEY, ROGER TOTAL 428.66 Payment(s) 345 SPRING HILL RD CHECK 6243 428.66 WAYZATA, MN 55391- OWNER RILEY, ROGER 345 SPRING HILL RD WAYZATA, MN 55391- AGREEMEIVT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of l80 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. �:. ) , ��� . � � � � • � � / _ ;� � 5 -- � —1 ��� c,�,�.�� f:�.k_�` � _ �I� � �7 Applicant Permitee Signature � Date Issued By Signature Date � ' City of Orono Building Permit Application for New Structures or Additions Mailing Address: Q PO Box 66 Permit number: � �Q Crystal Bay, MN 55323-0066 Date received: Cj ''� StreetAddress:' R ved by: � y ,� 2750 Kelley Parkway �� � � `� �� Orono, MN 55356 � � I review fee: t�kf5 H O�� Main: 952-249-4600 Total Fee: Fax: 952-249�616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �jg 5 �QR.�r�Y� N,�� �2� p2�b ►'Y1r� 55�?1 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes No !f yes,a special event pe�mit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/AP L� ICANT INFORMATION: Name: ((�C.�rL �i� State License# Expiration Date: Phone: (cell) 520-4ba-'1'137 (office) �Cc3-q I�- Slo3$ Mailing Address: � ,� Ci : � Z�P: q � Contact Person: �']�(�yrt_ ��� Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: �(�y(�,�C� .��� �vpry, PROPERTY OWNER INFORMATION: Name: �Z�n �Z��� Phone(day): 5Z�- - O� -� �_ Address: q�j SQfLr-� �1u (� Ciry• ORc�r�c� ziP� 53�r i Email and/or Fax iZ�L��Q�-���rL � ��L, �� ARCHITECT/ENGINEER INFORMATION: Name: ��Sr�tZ i��..i�Di��:C.-:5 �.�c". Phone(day): (��r�) 3'�5 - � 3 I �.5�.��L Address: �.��. 5�_<'cr�.:�� r}�x ,=1 � `� � -��U City' w�,:.��.�ir ZIP: 55� 4 Email and/orFax: ��t _• -��ifi - 5' '�C�, PROJECT INFORMATION: Descri tion of ro�ect: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8 ❑New Construction Water Supply ❑Single Family with �Accessory Bldg./Garage ❑Addition attached garage ❑Deck ❑Public Sewer �Accessory Building ❑ Single Family with ❑Office/Commercial ❑Relocation detached garage ❑Residence ❑Other: (specify) ❑Multi le Famil /Condo ❑Private Sewer P y ❑Retaining Wall(s) ❑Public 4-feet or greater ❑Public Water "`Any earth movement may require ❑Commercial ❑Storage MCWD review&permits. ❑Industrial ❑Warehouse ❑Private Well Minnehaha Creek Watershed District(MCWD) �Other:(speCify) ❑Other(specify) 15320 Minnetonka Blvd �yJey 13(r.ILDlr�s � ,F}ppL�C�-g(�— Minnetonka,MN 55345 Phone: 952�471-0590 N� v3�kt"�rt o�2 Fax: 952-471-0682 fj� C�_ www.minnehahacreek.or � ��L ��,-� Estimated Construction Valuation (excluding land) $ '�j, O`�p , G� g���== ��l W�%�' .\ Packet Last Updated: August 2015 �����C:� �� Q� J Page 21 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES,// ADDITIONS Address: L2 f11/\ \ fJ) (' Permit No.: RI -SI U -1000013-3 Description of work: [QZ. % paseuly atICIUX---* Date Rec'd: Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: Date Approved: Grading review by: Date Approved: Zoning District: Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution / NA Zoning: Lot Area: .1/5 :Oa/AC Width: Structural Coverage: SF ok Sik, tri ..Survey ubmitted: D Yes D No Date of Survey: Revised date(?): Landscape plan submitted? D Yes Landscaper: D No/ None proposed Proposed Setbacks: Front(L e) Rear(Str t) ( N S E a ( N S E W ) Other Buildings Wetland Side Side 'Me' l2,°+� te Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See "building height" (a) definition): First Floor Elevation (from building plans): (b) Highest Existing ground level (per survey) or 10' above lowest ground level, (c) whichever is lower: Difference between (b) and (c)*: (d) DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) *If highest existing adjacent grade is below FFE-Height is(a) +(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes D No Permit Number: D Yes D No /A D Yes 1LA--see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) ill I +,a M D Yes No D Yes o 1 2 4 5 �� Type(s): Type(s): Lib Ibl 10,172—Sf Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO t!+ Plan Review Investigation Fee -StMr-4tdiitietefljSVnite;, Other(specify) Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits O Footing 0 Site 0 Plumbing 0 Grading/ Filling O Poured Wall 0 Silt Fence/Erosion Control 0 Mechanical 0 Fire O Foundation Survey 0 Hardcover Removal 0 Fireplace 0 Water Connection O Framing 0 Other(specify) 0 Masonry 0 Sewer Connection O Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping O Framing 0 Septic O Insulation O As-Built Survey O Final O Lathe Required State Permits O Other(specify) 0 Well 0 Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx City of Orono ..0A,-- Hardcover Calculation Worksheet 1, Property Address: 346 Sp2.)...:4 ,aL.� 20 Oc�c�- c ti r>1 ' 5539 ► `���, .,w' Prepared by; Date: ac t. (? i Left 5 - 2oI g \ 3P �7 of-3 5-4-11 5e-` ' Q - oo^ v� 1i`1 [a -e . :_ivASul. Soerre%3 � ry yc_cre/>) Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 re-r-3) Tier 4 Tier 5 Ste• 2: PROPOSED HARDCOVE In the following table, i•en I a items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item(Describe) Length x Width Total Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A i>Lt�rfi ac., 14-&%,5e 4b 2q1 S.F. B Dili tw+-. 4513 S.F. C Dc_.C 1 2 o S.F. D '' D1✓G�. . .. . 2K$ S.F. E 1�t�-tL t S.F. F I%rty-%-cc. : 54'etnP S S.F.2.Z R G '• CI_c- jp V 9 2 S.F. H .• $�2ot�1,5 it61+ 7/1+-24i x14-,3+-t. 2o3 S.F. I '' . wocao bce-o.4•rLS 12 4- Z9 r Z 1•l-12= $Z S.F. J ale Pao S Ig S.F. K .j?G�PO�n.c 15 S.F. L ( sc_C'Lr 31 S.F. Nl 2ernA-i..-',.-►cam u. t2.__ 72 S.F. N 0(1.09crAso 0(1.09 5-s'_,WI...sb I Q Z S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover )o: 559 S.F. Excludable Hardcover(See City Code Sec 78-1684): P41 t2esrl"ti,.�c. ..rnt.� ch,r5i0E or- c_7s' v, X 2 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 91 S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] P.4 az S.F. (4) Total Lot Area 8 ri g d S.F. Proposed Hardcover Percentage [(3)_(4)] ' , 9 b Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 17 • City of Orono olio Hardcover Calculation Worksheet Property Address: 34 5 SPH1� tea, m 5 5 3 9 Prepared by: (-7 ,n_ Q1 t-M Date: - _2 I ePt56' Dr' 5-4-20•1'I oo-'e C31'16r1c3cs►zcy A`Saur1-a=5 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 4 Tier 5 ($ Air9) Step 1• XISTING 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 Survey (Square Feet) (Example (Garage) (24'x 30') (720 S.F.) A 4( Zq1 S.F. B O t ‘ L,LA-ePriA 4 513 S.F. C h�CaC IZ,o S.F. U p�Ci� 288 S.F. E De4L le I S.F. F w2,z),31- L.sal..11 ; S'raoP S 2.1R S.F. G 2.A.Wra. w A lK 9 Z S.F. H rim 14110 ri-5 1►ct4-24 24+n -13-pp . 7v3 S.F. O e Q42-0 12+29 4 79 4-11- = K Z S.F. c k' p A-o 5 18 S.F. K t5 S.F. L ('rrvG4ilks}-G 1 S.F. Carr-LL Z 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. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover lv 3 b 2. S.F. Excludable Hardcover(See City Code Sec 78-1684): r—� 2101-wi..-- -=(so-15'4sa.* g7 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Existing Hardcover [Subtract line(2)from line(1)] 14. 4.2 gD S.F. (4) Total Lot Area K 1 5 g o S.F. Existing Hardcover Percentage [(3)_(4)] I I 14 (Proposed Hardcover next page) Packet Last Updated: January 2015 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 Gmail Roger Riley <rileyrogerd@gmail.com> 345 Spring Hill Road, Orono- No Permit Needed 1 message Katherine Sylvia <ksylvia@minnehahacreek.org> Mon, Apr 30, 2018 at 1:53 PM To: "rileyrogerd@gmail.com" <rileyrogerd@gmail.com> Cc: "mcurtis@ci.orono.mn.us" <mcurtis@ci.orono.mn.us> Roger, Based on our discussion, since your auxiliary building project does not propose to exceed 5,000 square feet of disturbance or involve 50 cubic yards of excavation or fill, it does not require a permit from MCWD. Should the project meet or exceed those disturbance thresholds, you will need to apply for an Erosion Control permit. Please let me know if you have further questions. Thank you, Katherine Sylvia Permitting Program Lead Minnehaha Creek Watershed District Direct: 952-473-2855 15320 Minnetonka Boulevard, Minnetonka, MN 55345 www.minnehahacreek.org MINNEHAHA CREEK wAMERSMED DJSTRIC1 PPR SHED UP TO 12' WIDE x UP TO 24' LONG #8 x 3"FLAT HEAD REFER TO THE TRUSS DESIGN FOR W PREMIER PRO SERIES SELF-TAPPING SCRES LUMBER SIZE,PLATE SIZE,AND SPACED @ 24"O.C. TRUSS SPACINGiY111114‘ NOTES: 3/4"APA OR TECO / 12 \� COLLAR TIE REQUIRED ONLY AT 1, BUILDING CODE:2016 CBC AND 2016 CRC RATED T&G 5 12'WIDE SHEDS FLOOR DECKING DOUBLE TOP PLATES 2. DESIGN LOADING: 2"x 6"STEEL WIND SPEED&EXPOSURE:110C JOISTS @ 24"O.C. WALL FRAMING TO BE 2x4 ROOF LIVE LOAD:35 PSF (6005137-054) TRUSS NAIL PLATES ARE: - HF STUD GRADE OR ROOF DEAD LOAD:10 PSF #10 x 3/4"PAN :,,., 1 ie li 1,,,,,'N''''; f = - EAGLE METAL PLATES - BETTER @ 16"O.C. HEAD SELF-TAPPING ' 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE (ICC#ESR-1082) _ SCREWS(2 PER TAB) o \ W _ RAFTER MANUFACTURED EARTH ANCHORS FOR THIS REQUIREMENTS OF THE 2016 CBC AND 2016 CRC . , 4 BY TUFF-SHED BUILDING ARE OPTIONAL. IF ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD VENT HOLES @ 24"O.C. Q REQUIRED BY YOUR LOCAL CONVENTIONAL CONSTRUCTION METHODS. OPTIONAL LEVELING _ MUNICIPALITY,ANCHORS NAILING: BLOCKS ARE AVAILABLE AT TUFF ROOF: 2"x 6"STEEL TRACK EACH W ��STEEL SHED BASE:SEE DETAIL 4 SHED. SEE SALESPERSON ATTACH 7/16"SILVERCREST OSB SHEATHING TO TRUSSES WITH: END(6007125-054) —,rFOR PRICING. Bd NAILS @ 6"O.C.AT EDGES UP TO 12'-0"WIDE WALLSd NAILS @ 12"O.C.IN FIELD ATTACH 3/8"SMARTSIDE WITH FOIL BACKING TO WALL FRAMING WITH: .mBUILDING SECTION 8d NAILS @ 6"O.C.AT EDGES. SCAAE NTS 8d NAILS @ 12"O.C.IN FIELD 1. STEEL SHED FOUNDATION: HEADER: 2"x 6"-16 GAUGE STEEL TRACKS G140 ZINC COATED DOUBLE TOP PLATE DOUBLE TOP PLATE ATTACH HEADER TO STUD WITH: 2"x 6"-16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24"O.C. �_ 4-8d TOENAIL OR 4-16d END NAIL DOUBLED HEADER-16d @ (SUPPLIER:ALLIED STUDCO(JOIST:600S137-054/TRACK: `'3' 1/2"PLYWOOD SPACER :O. 16"STAGGERED FACE NAIL 600T125-054)ICC ER-4943P. HEADERS FOR 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR HEADERS FOR OPENINGS UP TO 4'-0" DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. OPENINGS UP TO 3'-0" USE(2)2x4 HF#2 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING [l'i.--' USE(2)2x4 HF#2 OPENINGS 4'-1"TO 8'-0" #8 x 1-5/8"MINIMUM LONG SELF-DRILLING SCREWS @ 12"O.C. 2x4 WINDOW SILL USE SEE DETAIL NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR �1KING STUD �ii KING STUD CRIPPLE STUD JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. �/'�� "�(I�� 2x4 TOP PLATE 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS II IA��� TRIMMER i - ='I'It"' �_ _ O@ 24 TRACKS WITH#8 x 3"GALVANIZED SELF-DRILLING SCREWS TRIMMERS BASE PLATE I OPENINGS 4'-1"TO 6'-0" 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS FLOOR DECKING USE(2)2x4 HF#2 4111.1111111111 CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS KING STUD BASE PLATE FLOOR DECKINGOUSE INGS LVL O 8 " AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL OPENINGS 4'-1"TO 6'-0" BUILDING: FOR WINDOW OPENINGS UP TO FOR OPENINGS UP TO 8'-0" USE(1)2x6 HF#2 SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". 3'-0"ON PREMIER PRO SERIES ON PREMIER PRO SERIES OPENINGS 6'-1"TO 8'-0" TRIMMER STUD DOUBLE 2x4 HEADER BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. SIDE WALLS SIDE WALLS USE(1)2x6 LVLBLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. FOR OPENINGS UP TO 8'-0"WIDE WINDOW HEADER DETAIL ® FOR LOAD BEARING WALLS © DOR LO D BEARING WALLS HEADER DETAIL O LOAD BEARING WALHEADER DETAIL L S SCALE.N.T.S. ON- ® SHED BASE DETAIL TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED,INC. Customer: Drawn By: SJ OF TUFF SHED,INC.THESE BUILDING SECTIONS PPR-01 Storage Buildings&Garages Date: 5/1/17 DRAWINGSARE SOR A TO g g Site Address: BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT SHED BASE DETAILS REV.LEVEL 01 TUFF SHED,INC. Checked By: AND BUILT HE eU TUFF SHED. 1777 S.HARRISON STREET ANY OTHER USE IS DENVER,,COLORADO 80210 SHEET FORBIDDEN BY TUFF SHED (303)753-TUFF HEADER FRAMING DETAILS LENGTH-MU./ BUlldln9 SIZe:wor". -wDate:.r..AREA INC&THE ENGINEER OF Scale: N.T.S. RECORD. 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' *' ____,,i,` \ \ _---- tit — \ / STOo°NE ,../1,'; Iw e\ 10041„ NI''*'* NN-. 6'636, BORDER / 4.e% _ 9cIT (B) 7 s 9� � STONE 0�yJ o '' 66.3 -9;t, y *,,<, BORDER, 4 , 'r linnesota \ \ 4 ,s� .O° J \ \ \ ✓J 6O "��,• STONE G' �A�1`0^t `O \ \ \ A/C\ `� �. =ORDER -��J;\ ``' described \ \ \\ s, oo J ��`� other \ \ \\ ��°F,�s °�ti �c4J osed building, 1 i wements or v 1 �� �� Gj \ \ /t 5.0 �� . k \\ \ �� ry 1 TONE \ \ BORDER �Q / \\ \ \ \\ s��p J / \ \ \ \ r'`J�°o / ry,,, \ \ \ \ �y \ \ \ J STONE / Z ' X I(s ' j.�.F 0 \\ \\ \ BORDER / I.RLe,fl 16I2' c-ciaM \ \\ \ \\\ —_ c)ac) PC,�-Vt-t l_ t".'" \ \\ \ \ , \ \\ \-, \� , ,, \-, -___� �-__ STONE �� \ ��\ —�` BORDER \ \�� ~14848 \t I: N, •-___ --__ ---_____, --__ --- ',- \\\�� \\\ \�� \ PLIT RAIL FENCE \\ \\ux' IIioi N 90°00'00" E 230.00345 3pielMl a MSI SS- 00t11503 192- sf Shtal--