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HomeMy WebLinkAbout2018-00118 - new structure CITY OF ORONO � � 1 8 — � r� 1 1 e * 2750 KELLEY PARKWAY DATE ISSUED: 03/02/2018 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 650 PINEHURST CT PIN : 06-117-23-34-0006 LEGAL DESC : LAKEVIEW OF ORONO : LOT 18 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : ]O1-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 650,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STP.TE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,417.42 STATE SURCHARGE(VALUATION) 325.00 NORTON HOMES TOTAL 4,742.42 18215 45TH AVE N, STE D PLYMOUTH,MN 55446- Payment(s) (763)559-2991 CHECK 15580 4,742.42 Minnesota State License#: BUIL-BC639221 OWNER Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH,MN 55446- AGREEMENT AIVD SWORN STATEMEIVT 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 onty 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 wi[h whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revo ed at any time for ue cause. ��� / � /� ! � ; ��� �t �,� �� �� �/� Applican P i ee i ture Date Iss By Signature Date Builder Acknowledgement Form Permit #2018-00118 / 650 Pinehurst Court � 1 Builder Representative Name: � � G/G�LGLC��� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. �� 1 ^J Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to '�� inspection. Erosion control shall be installed and maintained throughout the entire project and must 1 remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning , � l and repair of roadways for any adverse impacts. '`J No underground sewer within 20 feet of well. , f� � Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations ,(� must be submitted and approved. ��;^`� In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of �J Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and n approved rior to construction. �, w:\street files\pinehurst court\650\builder acknowledgement form 2018-00118.docx � CITY OF ORONO � BUILDING PERMIT APPLICATION � ��-� ,/-�-� FOR NEW STRUCTURES OR ADDITIONS �O�O MailingAddress: Permit number: OI� UOII� PO Box 66 Crystal Bay, MN 55323-0066 Date received: 43 — —��' StreetAddress:' Received by: C y�, G� 2750 Kelley Parkway Plan review fee: � � �,�� C�kESH��� Orono, MN 55356 ���8-ao��g ►� •� Main: 952-249-4600 To Fee: -l4'w Fax: 952-249-4616 www.ci.orono.mn.us s �.-�� ���������� 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: (p�jO �r7e�i�rsf" Ccvr'f— Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No /f yes, a special event permit is required with Po/ice Department and City Counci/approva/60 days prior to the event. Shutt/e bus service wi/l be required un/ess applicant demonstrates sutficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: N ame: pr-/ri� (�L State License# (� Expiration Date: 3/ l Phone: (cell)(�/ (o•7(o(o (office) !�3•SS7� Mailing Address: � ( hJ � Cit : ZIP: Contact Person: (' t.�s r y� Applicant is: ontrac or Homeowner (Circle One) Email and/or Fax: C riSh���-/7�,--, hdrn�S_ ��� °�rc�, wna l�vriz�-i�nP,� . c�.s-r, PROPERTY OWNER INFORMATION: Name: �GVrLL (�nd QP.IJP.�G��'>'?-e�� Phone (day): �J(p3-Ss� `d/ OU Address: !$'a-/f �fSt�— ,�� N S'a-�_ /'� City: �y/r:r.�/�fi ZIP: S��(o Email and/or Fax �k/� ,�jiq-���,-,L( �cy,,.�_ ARCHITECT/ ENGINEER INFORMATION: Name: D F P Plas�r�i.�� �� G��S'i.o�r� Phone (day): 7l03 78"b $�06�'Y, p .- Address: _�-}(pD �.narLgl-NC c�+C. {p�,, City: Of2fh� ZIP:��y�-�' _ Email and/or Fax: �,� d '.(����,c� PROJECT INFORMATION: Description of project: /V�G�U r�es�dc�.h� �d'�'y�.e,-� 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply �ew Construction �Single Family with ❑Accessory Bldg./Garage ddition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage �esidence �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) ❑ Othef: (specify) ❑ Othef(speCify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or R Estimated Construction Valuation (excluding land) � �SO 600 F��� �ntQ CIN OF ORONO Last Updated: January 2016 , STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) a. Length (ft.)= 1 D ' �O Number of bedrooms= � 2. Occupancy: �/��i— � / b.Width (ft.)= Number of garage stalls �_� � 3. Occupant Load: Areas in square feet Attached = c. Basement= ��o Detached = 4. Type of Construction: � �/� d. 1 S'Story = �"S� �,/� e. 2�d Stary= 5. Code Edition: ��( 7 �'�( ��C.— f. '/z Story = g. Total Area= 7 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ Completed Application Form ❑ Pro osed 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 ❑ ❑ Septic S stem Certification ❑ /�❑�� Minnehaha Creek Watershed District(MCWD) Permit or �� r�r pocumentation from MCWD statin no ermit is re uired ❑ ❑ Landscape Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. RECEIVED Applicant's Signature: v ( ���^�� E� o ����� Owner's Signature: Date: 1 ����� Last Updated: January 2016 CITY OF ORON Christine Mattson � From: Adam Edwards Sent: Wednesday, February 07, 2018 4:44 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 650 Pinehurst Court/#2018-00118 I've reviewed the subject grading plan and stamped it approved. 1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including derholition.Contractor must provide minimum 24 hour notice prior to inspection. From:Christine Mattson Sent:Wednesday, February 07,2018 3:57 PM To:Adam Edwards Faedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject:650 Pinehurst Court/#2018-00118 Adam, We received a building permit application for a new house at 650 Pinehurst Court. Items I noted: • Stairs shown from deck on plans, but not on survey. • Is there a proposed patio under the deck • Will the retaining walls require engineering? Please review and provide comments. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN � 55356(physica/addressJ PO Box 66 � Crystal Bay I MN I 55323-0066(mailing addressJ '� 952.249.4620 ' 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 1 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: l!1"�J� i'�i�h.urs�- ��� Permit No.: �«� (��� � Description of work: N �M/ �Y'�� Date Rec'd: � 'Z � � g Septic review by: � Date Approved: Z � Zoning review by: Date Approved: Z '� �Vb Building review by: � Date Approved: � � Grading review by: �1�'� �w�l�! �i1M Date Approved: 2--', '�� Zoning District: ��_ Zoning File#: Resolution? Yes Reso#: Reso Date:T Signed: Yes No Resolution/NA Zoning: Lot Area: S /A�� Width: Structural Coverage: ��SF % Survey Submitted: �Yes 0 No Date of Survey: `'L ' �� Revised date(?): Landscape plan submitted? �s Landscaper: i���� 0 No/None proposed Pro osed Setbacks: � Front�(�) R� St� ( � S E W ) ( N �S E W ) Other Buildings Wetland Side Side � ' � ' d�acac. t 2' L Buildin Hei ht Anal sis: - ' Distance Between First Floor and defined Top of Roof* (See"building heighY' pa�"`���� definition : �a� � J � ' ��� G, -First Floor Elevation from buildin lans : (b) �(.p. ��0� ` Highest Existing ground level (per survey)or 10' above lowest ground level, ��) a��� � whichever is lower: Difference between b and c *: (d) � , � DEFINED HEIGHT "I##ri es�ext ' -- - _ ,-_-.-.---�. g�► �acen�grade i§-a6ov���=�fieigTif�s(a)-(d)-' (g) �I ( „ "!f hi hest existin ad'acent rade is below FFE-Hei ht is a + d �lJ Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? � Yes �No Permit Number: ����� O Yes 0 No /A 0 Yes No 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and sf 0 Yes o � Yes o 1 2 3 4 5 �-- Gy�,�/y�� TYpe(s): TYpe(s): Updated: June 2017 z:\forms�plan review checklist 06-2017.docx I Fees to be Char ed YES NO � Permit �/ Plan Review 1/ State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement . X ` _ $ 15t Floor X = $ 2nd FIoO� X = $ Garage X = $ Estimated Construction Value: $ CQ,�O��O Orono Inspections Required Work Requiring Separate Permits �Footing 0 Site� �Plumbing � Grading/Filling �-Poured Wall Silt Fence/Erosion Control �, Mechanical � Fire �Foundation Survey � Hardcover Removal fffi. Fireplace � Water Connection � Framing � Other(specify) 0 Masonry 0 Sewer Connection , � Waterproofing/Drain tile O Mfg. � Lawn Irrigation � Foundation Waterproofing � Other(specify) � Landscaping ,�--Framing �Septic Insulation As-Built Survey �.Final Lathe Required State Permits � Other(specify) Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: � See Builder Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms�plan review checklist 06-2017.docx ��No City of Orono Hardcover Calculation Worksheet yE `� Property Address: 650 Pinehurst Court l,�R,f M��Q, Prepared By: Sathre-Bergquist Inc. Date: 1/18/2018 SB Job Number: 64685-005 Prepared By: JPR Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Ti Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER C.;�^� 't� � In the following table,identify all items of proposed hardcover on the property,keyed by letter to � Certificate of Survey(survey must accompany this form).Include all existing hardcover items that are intended to remain,as 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 Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House 3,479 S.F. B Stoop 125 S.F. C Deck 195 S.F. D Dine 12'4"x 7'4" 90 S.F. E Driveway 2,911 S.F. F Sidewalk 343 S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. 0 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)TotalProposed Hardcover 7143 S.F. Excludable Hardcover(See City Code Sec 78-1684): C Deck 100 S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 100 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)j 7043 S.F. (4)Total Lot Area 96,093 S.F. Proposed Hardcover Percentage[�3)+(4)] 7.33% �[ EIVED FEB U 6?_018 This is an infnrmation packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. (�`�'�'Y OF ORONO i Permit Application: Self-Checklist for Completeness Ptease 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 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 952-471-0590 regarding this project. - ;�, �'��_ .. �__._.__._-_--____�__.___....... Signed by: �-� _.� Address: �P 5� /'�` h ��t�t.� Sf �O I.�� Permit #: �a ��--d���R' W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx I � New Gonstruction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electricai distribution Date Certificate Pos N 0 RTO IV � H 0 M E�. panel. Mailing Address of the Dwelling or Dwelling Unit C�tY 18215 45TH AVENUE NORTH STE D 650 Pinehurst ct Orono PLYMOUTH, MINNESOTA 55446 Name of Residential Contractor MN Li�n�e7�;er o�.. ��..� R� " �. � THERMAL ENVELOPE RADON CONTROL SYSTEM �� #��_ � � Type:Check All That Apply X Passive(No Fan) ���� ���� o a� orothersystemmonitoring �4� N C N � ,�.„,.,*�t K �.�� ��f'S � � � Location(or future location)of Fan: s . , F ` • - - �p (9 — "� O C� . , . . V y N _ � Q, � . - ' � � �O d � .�• (� � � ,� (p d � (O U .fl j Q CO m N � '�O C C � � tNd N � fl lL ` O Insulation Location � z @ � v O w N � �m o o� o� m — � � c a� `m � � � ;� :o � � c � � z 'u�'. �i��i �i u�.. � � � Other Please Describe Here Below Entire Slab Foundation Wall ./� Perimeter of Slab on Grade '�, Rim Joist(1st Floor) Rim Joist(2nd Floor+) � Wall Ceiling,flat • Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows 8�Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door) U: Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type Natural as Electric Electric Passive Manufacturer Amana Rheem Amana Powered Interlocked with exhaust device. Model ACS92100 2-50 allon electr ASX13036 Describe: Input in 100k Capacity ioo output 3 Other,describe: Rating or SiZe BTUS: in Gallons: in Tons: AFUE or 92% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 82820 zaao, 29852 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Se/ect Type Passive Heat Recover Ventilator(HR� Capacity in cfms: Low: 200 High: 250 Other,describe: Energy Recover Ventilator(ER�Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: bath fans(1-80 5-50),laundry(2-50),kitchen(600), hrv(250) Cfm's Capacity continuous ventilation rate in cfms: 2pp "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 1280 "metal duct Builders Associaton of Minnesota version 101014 Verr�il�tion, 11llak�e�� and Combustion Air Caiculations - , � � � Submitta� Form For New Dweilings � i . . ,. ��� ���. �- � �� ��Z-_� . Cartracm� Completed /. ��f '�V� y�.�� B Sett':On A ' ' , ' Ventilation Quant'rty • - (paunnTne quanttty by suing Table N2104.2 or Eqwtlon 11-1� ' Sqwre feet�Co��d area kuluding � . �U!S rotal requhed ve�ilation 1� 8�emeM-Rotshedort�fintst►ed) . Numl�ofhedrooms ' _7 Cominuousve�fatbn � Directions-Determine the total and co�rtinuous t{entiladon rate by either using"Ta61e N1104.Z or equation ZI-1. ' � . The table and equation are below. Tahle N1104Z � Tatal and CoMir�uous Verrtilation Rates in cfm) Number of Bed�ooms � . - 1 2 . 3 4 5 6 ' - Conditioned space(in Total/-. . Total/ 7otal/ Tota!/ Total/ Total� sq.ft.) conttnuous rn[rtinaous corrtinuous corrtinuous 'wrrtinuous cortinuous �ppa15p0 .60/40 75/40 90J45 105/53 120/6Q 135/68 1501-2000 70/40 85/43 100/5U 115/58 130/65 145/73 20012500 ' 8Q/40 95/48 110/55 125/63 140/70 155/78 zsol 3000 � 9o/as 10�/�3 . 120/60 135/68 �so/�s i�s/a3 3001-3500 I00/50 115/58 ' 130/65 ' 145/'73 16Q/80 175/88 3501-4Q00 11D/55 125/63 I40/70 155/78 170/85 � 185/93 � 4001-4500 IZO/60 135/68 150/75 165/83. 1$0/90 145�98 • 4501 5000 � J.30/65 145/73 a.6o/sa i�s/ss 190I95 zos/io3 � sooi-ssooi a.aol�o zssl� z�a/ss 185/93 2�/ioo Z�s/ina 5501-60001 150/75 165/83 180/90 195/98 210/I05 225Ji13 Equation 1�I ' � (0.02 x square feet of conditioned space)+(15 x(number of bedrooms+1)J=Tatal.verttitatfon rate(cfm) t Conditioned space inclndes the basemart 2 If conditioned space exceeds 6000 sq._.�or theze,are_�4�_than 6 bedrooms, use Eqiiano"n 21-1 from SectianN1104.2 to calculate total v�eat�atioan rate. . Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, � for eath one-hour period according to the above tabte or equation. For heat recovery verrtilators(HRV)and energy recovery ventila- tors(ERI�the average hourfy verrtitation capacity must be determined in considecation of any reduction of exhaust or out outdoor � air intake,or both,for defrost or other equipment cycling. Continuous ventilatian-A minimum of 50 percent of the total verrtilation rate,�,ut not less tfian 40 cfm,shall be provided,on a con- tinuous rate average for each one�hovr period. The portion of the mechanical ventilation system irnended to be cantinuous may �have autor+�atic cyding controls providing the averege flow rate for each hour is met . Page 1 of 6 Sectian B ' . � Verrtilation Methad � . . (Choose e�t+er batanced or a�haust on 1 . 8ahnced,HRV(Heat Reco�erY Verrti�torl or ERV(Ener6Y N�a'' Extnust o�1y � . ry enWatat)—cFm of unftin low must nat exeeed mntk�uotu venti- Cant�uaus fao ntlne W cfm �ation r� moce than L007L. � low cfm: Migh dm: /�` CantAwonsfan c�ti�g in cfm(c�pacRp must not exaed - � L J� eoMtnuous reatEatlon ratl more than 100%? • Directions-Choose rhe methad ot venffiatfon,bolanced or exhaust on1y. Bolanced verrtilatlar systems cre tYPrcc�1Y HRV or FR Vs Enfer the kw and hFgh cfm Qmourrts. tow cfm oFrfiow must be eqvai to or great+er than the requlred c�ntinuous+ient/latian rote and less ihan 100%greater than the contlnuous rate.(Far enstence,i�the law cfm is 40 cfm,_the ventllation fun must nai Pxceed 80 cfm_) Automotic roetrok may aliaw the use of o largerfan thai ls vpetated a Percentage of each hour. Section C � ` � • . � . Ver�tilation Ean Schedule � p�criptfan I.otation Continuaas Irrtermitterit � ' � _ � ' �} ,iUO,r-,- 2.S U - Oirections-Tfre veritflctian fan schedrile should descrr7�e whvt the jan is for,the locatian,cfm,and whetherit k used far continuous ar interr»Titent veentt/atlon. The fon thot Is chose for continuous ventflatTon must be equn/to or qreater than ihe!ow cfrn atr rottng and/ess than�0�0%gnater than the corrtinuQus rate. (Far rnstana,If.the lo�N cfm Ls 40 cfm,the conttnuous vetrtilatlort fan must noi exceed 80 cfm.)Autornatic contrals may aJlow,the use of a larger jan that�S operated a percentage of eoch hour. . • � Section D ' • � Venttlatian Controls • peurlhe n eraHon and conaro!of the mntin�xius and intermictentve�t8atlon t�� �. �� C 1 �C.� ptrrctfans-pesqibe ihe apuaUon of the venUlatfon s�rsteem. TherE should he adaquate deGQf!for plat+revlewers and fmpectors to verllY desipn and - (nstailudon complienee. Related trcdes afso need odequate defali for piacement of contrnls and proper operotlon of the lwIWM9 veniNatTon. !f exhaust fens are used for6uildtnp verrtllattart,desuibe the aperatlon and loautlon of arry c�trol;IndTcctors amdleg�ds If an ERV arHRVJs m be instultad,desclbe how tt w1A6e Jnstalled.lf it wid be oonnected and ImOerrfaced wftG the airhandpng equlpmen4 Please desartbe svch connecQrorts as . deta�ed ln tha manufacdues'Insaollatlnn lnsbvciP°ns.lf tF►e installatlon tnsb'uctlons requlre or recommend tfie equtpmmtto be interlarhed wittr the of�handlimg Mulpmentfo�proper operatlon,suc6 3nYerronnecUon sheN be mada rn�d descrJbed • • -•- - ••- ---- '-•-- - ' _ Section E �'r � �S ' Make-up air Panive�determined from c��eutatinns from Table 504.31) Powered(determ6+ed trom akulatlons from Tabie SQi31J . puerlodFed with exhaust device(detam+lned from cakuhtton tmm Table 5013.1) Otlter,descrthe: ' . Location af duct or system ventilation make-up air:Detern►ined From make-up air op�nin8 b61e . �hn She and tVPe(�d�ractas�utar,fie�t w r�id? 1NR means ryot requue� - � ' Dage 2 of 8 " M . N • N TABI.E b01.4.1 M pflQCEDUAE 70 DETERMtNE MAKEUP AIR QUANTf�Y EOR EXHAUST APPl.IANCES IN DWELIINd UNITS N ' MULTIALH APPLJANCES THA7 M • m - ONE OA MULTIPLP POINER ONE OR Mt1LTlPLE FAN- ONE A7MQSPHEfiICALI.Y ARE ATAAOSPHERICAlLY n VENT OR DIRECT VENT ASS197'ED APPLANCES VENTED GAS OR OIL YENTED C,AS OR OIL w appup�ES OR NC AND POWER VENT OFi APPLtANCE OR ONE APPLUINCES OA SOLlD FUEL � N CON8U9TIONAPPLIANCES" OIRECTYEMTAPPLIANCESa SOLiDfUELAPPi.IANCE� APPLWNCES° � 1.Use ihe Appropiiste Column to Estimatc House InfiltcaHon . � � a)Pzess'ue fact°i 0.15 • ' U.09 . 0.06 _ 0.03. .M \�� " b)conditE�ed Aoor � .— . — — N ar�a(st} � (including nnfinished basements) . . " EstimatrdHousa . � _, — -- M Infiltratlon(c$n): - — .�l1 � N [ta x lb] • � M b 2.Bxhsust CapaciCY 135 ." 135 � .�,", aJ c1oU�es dcyer 135 I3S - m b)8096 of largost � _ ;��('j .— — • — "� exhaust ratinS(cfm)� �����• ,"� (not agplicable if recircvlatin$sYstem or if powered makeuP air fs electrically iaterlocked and matched to exhaust) ,i c)8095 of next�gest . not applicable — -- . �", eichaust '' (�)� • � . r"� (not epp2icable secacu]atinB sYstem�or if powered maka�p air is electrically interlocked and matched to exheust) w TotalF.uhaust aclty � _ . M c��: —�.q\ — — . µ �a.�zn+�] . M 3.Makeup Air Reqairemeat +�i a)TotslBxl�aqst / � .^ b c��acy(�rom — ��`� —' -- , �", abovo) i ei b)Batimated onse — ��_\.� _ N �n�tration�(from `� " above) M . M +�+r""Y Al� I ^ � _' " QnalitY'(�)� — .� — N • "� [3a-3b] � f , . N ('if valne is n�gaRva,no makeup sir is needed ' w 4.For MakeupTlfr�penin8 S�ztag.�r to Table 501.42 ' � A.IIu this colmon if them ate other then#'an-as�iaced or atrnospl►eciceIly vented gss or o1 appUancv or if tl�e an Ao ecmbw►1on applt�meea. M B.Use dns colu�n if Wete is oac fan essisbed app�im�ca ptr v�dag aystem.Other than atmosphedcaIIY varted c�pUmuu saey also be i�lvded. MC.Use this coluuln if thece is one atmosphedcally vmtod(otha ffian!an-assiste�gas�01 epplimiee pac•rendog systwm or one solidl�el apptfm�ce. �, N D.IIea flds column it thece ate mulsple armosp�cally rca�d ges or m1 apptiartees usng a common veat or if thare are stsaoaphnrically vented gas or oiI rMi aPPRnnctsanQsoIIdfueiappuancea. ' 2015 MINNESOTA MECFiAN1CAL CODE 36 ' EXHAUS7 SYSTEMS� • M N TABLE 501.42 � M Mpi(EUP AIR OPENING SlZ1NG TABLE FOA NEW AND EXISTING DWELLING UNTfS w ONE MULTIALE�A t.GWCES N ONff dR NUL'S'�LE POWER �NE�R bULTiPLE FAN- ATM�PHEAICALLY . VEN7'Ofl��RECT VEN7 ASStSTED APPLIANCES 1/ENTED GAS OR OIL ARE ATMOSPHF�ICALLY rM+ pPPLlANCES OR NO AND POWEF�VEN1'OR aPPs�u�EL NE APPI�CE OR SOLiD p���N(�I�UUCT�R N COMBUSTION .. OIRECTVENT qpPLiANCES" APPLIANCE3° APPLANCE° FUFJ.AFP�.tANCE''�O DIAMETER4P° N YYPB OF OPENING (c�) (cfm) (cfrn} Mchea) • ►Mi OR SYSTEM ��� M 1-22 1-15 1-9 3 M passive opening 136 10-1? 4 " 16-28 � Pessive opening 37'� ��1 1&28 " 29-46 5 w Passive opcnin6 ' 67-109 • 42-66 S N 67-100 47-69 29-42 payy��� 110-163 .43-61 Passivn ope�ng I64-232 101-143 70-99 � M 233-3i� 144-195 100-135 62-83 8 w� Paasive openin8 ' � �'�°�°�g 136-179 84i10 g N with motorize<1 318-419 1Q6'258 "° N q��� i�i X..I N Passive ope�in8 259-332 180-230 111-142 � 10 � . ' with motorized 4?A-539 N � �Pa N Passive ope�g 333-419 231-290 143-179 11 N with motorized 5`W'679 � �,pa Not r", Poweied makenP >679 >A19 >290 >179 . �g�le p. � • vented pas ar odl appltmices a�iPthece aze no oombusdon appitancss. ►+ m ees A.Usa this colnma ff�esa an other thanfaa-asaisced ar atmospherkaIIy y��pUmicu may aL4o be�acluded. �a B.Use this cotmmn ff thece is one fan-essisted cppliance pa ventiag sysfr�n.Othes thsa atmoa�he��caIlS'er ventinE a9atem a�one solid inel�pltance. b C.Use thfs colmm�if thece is oae aemosphe�callY Y�°xd(otba thsm fan assisted}gas aPY c veuted gas or adl N D.Vsa ffiis eolumn if the�e ue multiPle stm°sph��?'���az oil appUancea usin�a ea�non vent ar if thoce am atmoephe�i a11P N . appIianeu aad solid flu1 opYlimeces. elbow to N B. Aa equivalenc]ength of 100 feet a�zrnmd amooth metal d�ct is assumed.SubCact 40 feet for the extmot hood ead tm feet fos each 90-de8�e M af e�ai�t duct allowsble. N dete�ae thenm�6u°S� µ �cseese the dnd diametec by o�inch.F1e�a'ble duct shall be ahstched with mSnimal sags, N F. If Smn'hle dnct is u�ed� hr.s�ceIIy vented app�e ie installed. M In'bited ia paun+e nwke��r°P�whea any atraosp N C�Sarometsic dempe�s esa Pm M Fi.Powated makeup c�ir aheIl 6a etechicaIlY inacdocked witL the latgest exhaust sysum. . i . 37 - 2015 MINNES07A'MECHA�I�CAL CODE ifGC Appendix�,Table E-i Residentiai Combustton air(Required Interior Volume 8ased on lnput Ratin6 of Apptiance} input Rating Standard Method Known Air Infikration Rate(KAIR)Method(cu ft} - {Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 20,000 500 750 375 1,050 525 15.Opp. 750 1,125 � 563 1,575 788 2Q,000 1,000 1500 750 2.it10 1,050 25,000 1,75� 1,875 938 2.625 1313 30,000 1.500 2,� 1,� 3,150 1,575 35,000 1,750 2.625 1.313 3.675 1,�8 • 40�ppp 2 OOp 3,p00 1,500 4.200 2 00 45,000 2,250 3,975 1.688 4,725 2,363 50,000 2,500 3.750 1675. 5,250 2,625 55,000 " 2.750'� 4,125 2.063 � 5 775 2,888 �'� 3,�p 4,5� �50 6,390 3,150 65,� 3 250 4,875 2,438 6.825 3,413 70,� 3S� 5.250 ' 2.625 �,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80�ppp 4.000 6,000 3,000 8.h00 4200 85,� 4,� 6,375 3,188 8 925 4,463 ��� � 4�5pp 6,750 3,375 9 450 4,725 95,ppp 4,750 7,125 3,563 9,975 4,988 • 1�,� 5,ppp 7,500 3.750 10.500 5,250 105,000 5 25p 7,875 3,938 S1.U25 5,513 110,0� 5.500 8,250 4.125 11,550 5,775 115,ppp 5,750 8.625 4,313 12,475 6 038 120,000 6,000 9.000 4,500 u+600 6,300 ' 125,000 6,250 9 75 4 688 13.125 ' 6,563 130,C00 6.5� 9,750 4,875 13.650 6,825 135,OOQ 6.750 10,125 5,063 14,175 � 7,� 140,OOD ' 7.000 10.500 5,250 14,700 7.350 145.�0 7,250 10,875 5.438 25,225 7,613 15Q�ppp 7 5� ' 11.250 5,�-+` 15,750 7 75 155,� 7 750 � 12,625 5,813 16,275 8,� 160,000 8,000 ]2,000 6,000 16,800 8,� 165.000 8 250 12,375 6,188 17,3� 8,563 170,000 8 500 12,750 6,375 17,850 8,425 175.000 8.750 13125 6563 18 375 9.188 180,000 9.000 13,500 6 75Q 18.900 9,450 185,000 9,250 13,875 6,938 19,425 9.713 190.�0 g,500 14,250 7125 19.950 9,975 195�app 9:750 _ 14.625 7,313 20,475 10.238 200.000 30,000 � 15.000 �,500 21,� IQ500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 �5;ppp 10,750 16,125 _ 8,063 22,575 11,288 220,�0 I 000 16,500 8,250 23,300 11,550 225,000 11,250 16,875 8,438 23.625 31813 23Q,000 11,500 17.2�0` 8.625 24.150 12,075 1, 7h¢ig94 date refen W dwelGngs constnxted underthe 199A Minnesota Energy Code.7he default KlUR used In tl�is section of tt�e taWe is 0.20 Aqii 2 Thts section o(the table is to be used for dwelUngs co�wded prior to 1994.The default KAIR used hi this seCtion of the table is 0.40 ACH. " Page 6 of 6 Directions-The Minnesoio Fue!Gos Code rr�ethod to catculate to size of a required combccstion oir openin�is called the Known Air lnfrhrarion Rate Method. For new tonstruction,4b of step 4 ts requlred to be fllled out. IFGC Appendix E,Woriaheet Ei Residentiat Cambusdon Air Calculation Method for Furnace,Bolkr,�d/or Water Heater in the Same 5 . SteQ 1 Complete vented cortiMestlon applWn �nformation. Fumace/Boiler: Draft Hood Fan Assisted rect Vent Input: Btu/hr �x w Pow�VeM — r � ��'�� WaterHeater: � '� ' Drafk Nood Fan Assi�ed _Direct V�� lnpuh. Btti/h► orPowerYent Step Z Calcvlate the volume of the Combustion Appliance SPace(CA5)oont�M�wmbustSon apptlanaes. The CJIS 9ndudes atl s�ces comected to one another by wde mmpliam openi�gs. CAS volume: ft' LxWxH L W H Step 3:Determine AlrChanga per Haur(ACH)1 oefault AQi values have lxen iruorporated into 7able E-i tor use with Method 46(KAIR Meihaan. If the ar of constnutbn�ACHis not known,use mettrod 4a St�datd Me Step 4:Determine Required Volume forCombustian Air.(�NOT COUNT DIRECT NEtdTAPPUANCES) 4a.Standard Method Total Btu/hr input of all combintion applianees Irtput Bto/hr Use Standard Nethod column in Tabk E-1 to flnd Total Required TRV: ft' . vdume(TRv) � If Ul5 Yolume(from Step 2�Ts groater fhan TRV then no outdaor openings are needed. IE CAS volume�(from St�2)Is Ias thon TRv then go to STEP 5. 4b.Known Aic!Infikratta�Rate IKAIR�Method(DO NOT COUNT DIRECT VENTAPPLWIVCES) Tata)fltu/hr T�nput of all fanasskted and power vent appiiances Input: 8tu/hr Use Fao-Assisked Appifances column in Table E-1 to flnd RVFA: ft' Required Voi4me Fan Auisted(RVfA) � Totai Btu/hr i�put of aU Naturai drait appliaruss V Input Btu/hr Use NaWra�draft AppAa�ces column in Tabte E-1 to flnd RVWFA ft' Required Volim�e Natuial draft applknces(RVNOA) Total Required Volume(TR�=AVFA+RVNDA TRV= + = TRV ft If CAS Vol�ane lfrom Step 2)!s gnotu than TRV then no outdoor opeNogs are rreeded. If CAS Volim�e(fran Step 2 is lest ihon TRV then bo STER 5. Scep 5:Cakulatethe ratfo of avaAa6te interiorvofume tothe totai tequked volume. Ratio=CAS Vdume{irom Step 2J dhrided by TRV(from Step 4a or Step 4b) � RaUo= / Scep 6:Cakulate Reduction factor(RF). RF=1m7mtsRatio �=1- _ Siep 7:Ca1W kate single wrtdoor opening as if all combustion air is from outside. . Totai Btu/h�input of all Combustlon Appltances 1n the same CAS Input• Btu/hr {IXCEPT DIRECT VENI'} Combustiop Air Opening Area(CAOA]: Total Btu/hr d'rvlded b 300U Btu/hr per in2 CAOA= /300�8tu/hr v in�= in' Step 8:Caltulate Minfmum CAOA. ' MMimum CAOA=CAOA mu 'lled itf Minimum CAOA= x +� in' Step 3:Cakulate Com6usdan Nr Opening O�meter(CAOD) Cqpp=1.13 mulUplfed 6y the squore raoi of Minimum CAOA CAOD=1.13 Y Minimum GOA= in.'�iameter 0 orK hKh 3n she if usin fl�dud ]If desireA,A��n he determined tuing AS1iRAE calcvlati�or blower door test.foltaw procedures in Sectian G304. ' Page 5 of 6 . � 2018 Standardized Top of Foundation Wall Support Drawings SCOPE OF WORK: These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation,flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2018. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: �� j� S1 -Scope, Index, and Certification �j� � S2-General Notes ��� � - Be 'n Wall Detail ��� S3 Standard ari g S4-Standard Non-Bearing Wall Joist Blocking Detail S5- Bottom Chord Bearing Truss Non-Bearing Wall Detail S6-Top Chord Bearing Truss Non-Bearing Wall Detail MATERIALS: Concrete: Minimum 28 day compressive strength (F'c) of 3000 psi for walls Minimum 28 day compressive strength (F'c) of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Masonry: Minimum 28 day prism strength (F'm) of 1500 psi Backfill Soil: Sand-30 psf/ft effective lateral pressure Sandy Clay-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification,or SITE ADDRESS: report was prepared by me or under my direct • supervision and that I am a duly licensed / �D ��G��r�� /+� professional engineer under the laws of the state Street: (O �- of Minnesota. c�cy: O�rO�'1 v �_� �� State: MN Zip: ��✓(y Craig Oswell,PE(MN#42341) 1/1 I2018 Oswell EngineeNng and Consulting,L.L.C. 1901 E Hennepin Ave,#201 .,�,��� F::'�� :� . Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 + �a Description: Scope of Work, Index,and Certification Phone:612-720-4639 �-r `• ` .� Project# 17.100 Fax:612-886-2966 i .'` Client Name: Abfalter Brothers Concrete LLC www.oswelleacom �'• �` �;.,4 Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S1 of S6 �,. , � `; GENERAL NOTES: 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place. 2. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code compliant swale. 3. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and inte�sections. Walls less than 24"in length require only one anchor. 4• Use of multiple sill plates is not allowed unless specifically noted. 5. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R317.3.1, exception 1. 6. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7" embed. 7. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations. 8. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet do�s not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. 9. This packet applies to traditional floor joists, I joists,and trusses. All floor members are to bear at least 3.5"on the sill plate unless noted otherwise. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolUconnection tolerances are met. 10. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor. 11. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3,Simpson FWAZ,or 1/2" diameter expansion anchors with 6"minimum embedment,or an equivalent manufactured anchor. TOP OF WALL ANCHOR SPACING TABI.E Alternative to MN Code Table R404.1(1) CLEAR BACKFI�L 301L TYPE HEI(3HT(Top H�IGHT SAND SANDY CLAY CLAY of3labtoTop A�OVE ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE �Wa��) SLAB BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR* 7'-6" 72" 48" 72" 24" 48" 16•• 8'-0"or less 6�-6�� 72�� 72" 72�� 48" 72,. 32.. 5'-6"or less 72" 72" 72" 72.. 72„ 72.. 8'-6" 72" 36" 48•• 16'• 32•• 8•• 9'-0" 7'-6•• �2•• 64•• �2" 32" 56„ �6,� 6'-6"or less 72" 72" 72" 64" 72" 32" 9'-6" 64" 24" 40" 16" 24" 8" 10'-0" 8'-6" 72" 40" 56" 24" 40" 16" 7'-6"or less 72" 72.. 72„ 32•. 64„ 24" *=see note 11 �bove for alternate anchor options Oswell Engineering�d Consulting,L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis.MN 55418 Description: Gen�ral Notes Phone:612-720-4858 Project# 17.1 b0 Fax:812-886-2966 � .° �< Client Name: Abf�lter Brothers Concrete LLC www.oswellec.com ' Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S2 of S6 1/1/2018 Wood floorjoist,I-joist,or trusses&wall framing by others See table below for connection of each floor 2x6 minimum siil plate w/1/2"diameter member to sill plate anchor bolts w/7"minimum embed&2" wide x 118"thick square or round countersunk flush washers or alternative anchor(see table on S2 for s�"Min spacing)(Anchor bolt clearance Foundation wall per Code b between edge of both wall and sill plate others(clear height is is to be 2.5") measured from top of basement slab to top of foundation wall) TYPICAL TOP OF FOUNDATION WALL DETAIL FLOOR MEMBER TO SILL PLATE CONNECTION TABLE Alternate to MN Code Table R404.1(1) CLEAR BACKFILL TYPE CONNECTION TYPE HEIGHT FLOOR (Top of Slab MEMBER SANDY CLASS to Top of SPACING SAND C�Y CLAY (weakest to DESCRIPTION Wall) strongest) 16" A(note 5) A(note 7) C (3)0.131"diameter x 3"long 8'-0"or 19.2" A(note 6) B C A toe/top nails less 24" A(note 7) C C B (3)0.148"diameter x 3"long �6" A(note 7) C C toe/top nails 9'-0" 19.2" A(note 7) C D C USP LJC or USP MPA1ISimpson A35 24" B C D (see note 4) 16" B C D Simpson FWANZ,Simpson U2.114, 10'-0" '19•2" B D D p Simpson U2.37/4,USP LJQ,or(2) USP MPA1ISimpson A35(see notes 1 24" C D D to 3 �IoteB: �. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses,it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided. 2. USP LJQ must be sized appropriately for the actual floor member width. 3. Floor members must be at least 3"wide when two Simpson A35/USP MPA1's are used. 4. Connection C may be installed at every other floor member if the number of anchors is doubled. 5. As an alternative,connection C may be installed at every fourth floor member. 6. As an alternative,connection C may be installed at every third floor member. 7. As an alternative,connection C may be installed at every other floor member. Oswell Englneering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 #�,;r+� .�=-; :� Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 w+,, �� Description: Typical Bearing Wall Detail Phone:612-720-4639 `- ` ' :� Project# 17.100 Fax:812-886-2968 '' Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S3 of s6 . , - 111120�8 Nail the floor sheathing to the blocking wl at least(12) 0.131"diameter x 3"long nails evenly spaced Wall framing,joists,&structural rim by others See note 4 for spacers as required at mechanical oniy Use Class D connection from S3 for blocking to sill 2x6 minimum sill plate w/1/2" diameter anchor bolts wl 7" minimum embed&2"wide x 1/8" install full height 2x or I joist thick square or round blocking as required to countersunk flush washers or achieve the nailing noted alternative anchor(see table on (minimum of two spaces), S2 for spacing)(Anchor bolt spaces used do not need to clearance between edge of both be next to each other if wall and sill plate is to be 2.5"), spaces between are blocked NOTE: Sill plate may have to be per note 4 JOIST BLOCKING DETAIL increased to 2x8 to fit Class D connectors Blocking spacing to match anchor bolt spacing(see S2) NorEs: 1. Floor sheathing is to be 3l4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5• Full height blocking may contain 4"diameter maximum holes if required for electricallplumbing. Provide at least 3" edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 .;�,� .�• �'.�'��� Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 � Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639 �• •`` w: Project# 17.100 Fax:612-886-2966 „� �.`� ",M,i, ''* Client Name: Abfalter Brothers Concrete LLC www.oswellec.com . :�t _ �+ Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S4 of S6 w. ,, • ► 11112018 Nail the floor sheathing to the blocking w/at least(12)0.13�" diameter x 3"long nails evenly spaced Wall framing,trusses,& structural rim by others See note 4 for spacers as required at mechanical only • • � �a�..__ . �n. � Use Class D connection from S3 for blocking to sill '/Nail rim truss bottom chord to 's` � sill plate wl 0.148"diameter x 3" long nails @ 6"o.c. Install 2x4 minimum flat blocking between trusses as required to achieve the nailing \2x6 minimum sill plate w/1/2" noted(minimum of two spaces), diameter anchor bolts w/7" spaces used do not need to be minimum embed&2"wide x next to each other if spaces 1/8"thick square or round between are blocked per note 4 countersunk flush washers or alternative anchor(see table on S2 for spacing)(Anchor bolt Install 3l4"minimum thick OSBlplywood to clearance between edge of both one side of 2x4 blocking w/(6)0.131" wall and sill plate is to be 2.5"), diameter x 3"long nails top&bottom OR NOTE: Sill plate may have to 1l2"minimum thick OSBlplywood to each be increased to 2x8 to flt Class side wl(4)0.13�"diameter x 3"long nails D connectors top&bottom BOTTOM CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2• Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blockinq members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. OSB/plywood blocking may contain 4"diameter maximum holes if required for electrical/piumbing. Provide at least 3"edge clearance for all holes. 6. All nails are to be spaced in members such that splittinq does not occur. 7. Foundation wall is to be per Code bv others. 8. Do not cut rim truss bottom chord for any reason. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 �,«�- �} � Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 v� Description: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail(NOT TO SCALE) PhOf19:812-720-4839 � Project# 17.100 Fax:812-88&2986 � �` Client Name: Abfalter Brothers Concrete LLC www.oswellec.com ��' �* Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S5 ofS6 ;a'. . �;t 11112018 Nail the floor sheathing to the blocking w/at least(�2)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,& /structural rim by others � /Additional sill plates as required by others to match truss top chord depth 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x Install 2x4 minimum flat 118"thick square or round blocking between trusses as countersunk flush washers or required to achieve the nailing alternative anchor(see table on noted(minimum of second S2 for spacing)(Anchor bolt space) clearance between edge of both Install treated double 2x blocking ripped to wall and sill plate is to be 2.5") fit height of sill plates in first bay TOP CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) NOTES: �. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Toe nail blockinq members in place as required for stabiitv. 3. All nails are to be spaced in members such that splittinq does not occur. 4. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,LL.C. �901 E Hennepin Ave,#201 .��` =� '"�;� Project Name: 20�8 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 Description: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Pho�9:812-720-4839 �' Project# �7.100 Fax:812-88&2986 '� -"� Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S6 of S6 ' '� 'I1112018 / V � 5 �-�- / �-/ CITY OF ORONO CALLED IN �—D��y a TIME INSPECTION _�l�gSCHEDULED Z— :� PERMIT NO. PLETED ADDRESS lD 5 � �✓L/I/I��,��I��(/�1,� OWNER TELEPHONE NO [.I�� 3(���v CONTRACTOR � DESCRIPTION �� �P�'I (�I�/« � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ��OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTAACTOR TO MEET YOU:_YES_NO «� COMMENTS: � � � ; rwt.s c� rG�la✓ � 05�c1�e� J r � M � � � � � ° 0 ~ r � w !r r � Q � d{ � G �'C�k � � G✓� 2 da rd� ct /!� ,� — � o %�v�r��r>r- ,�r,�b � ` . r . � _ � ❑WORKSATISFACT PROCEED � p�OJECTCOMPLETE � �RRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advanoe. (952) 249-4600 OMrneHContractor on site: Inspector: 1Nhite CopyAnapector's Flls Cenary CoPYlSits Notks /� \ / �� DATE TIME �/ CITY OF ORONO CALLED IN � INSPECTION NOTI E SCHEDULED PERMIT NO. a� '���� co PLETED -'� ADDRESS /� OWNER TELEPHONE NO. b ��S$U CONTRACTOR � �r/ 1 � DESCRIPTION ��4 �" W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUI�T-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET 1f�U:_YES_NO � COMMENTS: ��x�0 �� •�-.�'�i'n7s �/' ��_ �ds �-- D l� � � 1�'t 1 S�'�r'.d r. U SQ� �or Stfi�sc. � D/� � >B�� E'�Q�/ Q'D/�i1/'s �/� ° v.�' ?P�^ Q � �1�r�'tCl' �ro �, �Fir o3�' � a � W � � J d � "`6�WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlCorrtractor on site: inspector:����ay+ � White CopyAnspectoPs Fils Canary CopylSke Notke �r-5 �� / ✓ 3 pqT��/<� TIME CIN OF ORONO CALLED IN �` �b �—�— INSPECTION�TI 1�SCHEDULEDf` ��1_ PERMIT NO. COMPLETED ADDRESS�� ����-�%y�� � OWNER TEL PNONE NQ�I� CONTRACTOR i DESCRIPTION Gt G�i�C�G� � I� �C�� ly ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINA, Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERfCONTRACTOR TO MEET YOU:�YES_NO �/ c��, COMMENTS: �v ` � � � ���re��.:-�� , e/r4�'.xh'/� /^a c.!�. �c� b r.`�,�, 0 �Y��t�K4As. �oSy c� � 4+�s � ✓'!'4�� i�r�S ✓1.[�'��•�� � �x ° DK � ��c �k ��' � 1 W��_ � �///�J�4/�i7�'� � erYo�.J�, �d�f�/'t�l z /�'�T�r.e..:.T ����t��Y : � t ( o»ST, � a.• ` � ^� , W � J W �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. 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TOENAILS � � ���. , �. � � ��� INT[RIOR BE�fiING WALL INTERIOR NnN-l3CARING WAIL BFiAGED WALL CONNECTION , ..... -� -� �_' " .... � ._...�*, _..... �� •% " -% �'. . .. . ... . .._ _.., . . . . . .Y, (FLOORTRUSSE51 ... � . . . ... . .....: .... :. . . . . - - - : " ; ; Single Family Residence SECTIONSSHOWNDLPICTCONNECTIONSOFBRACEDWALLPANELSTOFOOFTPUSSESFBOVE,TO DETAILSSHOWNABOVEARE JOISTS/�RUSSES/BLCCKINGABOVE,ANDTOJOISTS/iRU55ESiBLOCKINGBELOW.THESEPANELSFRENOT ALTERNATIVEGONNECTIONSTOBE PqOVIDETOPOFWALL 650 Pinehurst Court NECESSARILY REOUIREDTO ALIGN,BUT MAY DEPENDING ON PIAN IAVOUT. USED WHEN BR4CED WA�L PANEL GONNECTIONS SHOWN FOR DOESNOTALIGNWITHFFAMING. �� REFERENCE PLAN BRACEDWALLPANELSALONG O�O�IO�MN 53 AMIN LEVEL PLAN SHOWN FOF INDICATED PORTION OF WALL THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE MAIN WINDFORCE RESISTING SVSTEM FOR THE ENTIRE RESIDENTIALSTRUCTURE.TH IOCATION RFFFFENCE ONLV LOCATION AND LENGTH OF EACH BRAGED WALL PANF.LAND ENGINEERED WIND RESISTING ELEMEM TH4T IS REWIRED FOF THE HANSON GROUP'S DESIGNISSHOWNONTHESTRUCTURALCRAWWGS.WALLSNOTSPECIFICALLYLABELEDONTHEPLANSMAYBESTANDNRDFR.4MING. P�o,e�,N�m�� a ozo S 3 Date'. Januarv 25.2018 Sheets'. 1 0l 2 OCO�YRIGHT HANSON GROIIf',I.I C 2o1B Norton Homes 18215 45th Avenue N,Suite D Plymouth,MN 55446 Revlslon Date Descrlption FASTEN FRAMING ABOVE AS SHOWN — —�FOFBHP.CEDWALLPNNELSALONG THIS SHEARWALL NS W ELL AS r — — — ��i /+BOVEOVEPHEADDOOR IHEADEF 8 BEARING/KING 1 � STUDSATSIDESOF IOPENINGS BY SUPPLIER 1 TYPICAL 2x6 STUDS C`16"O.C. I I PFOVIDE DOUBLE STUCS L�NG i H OF GONTINUOUS HEADER � AT END OF SHEARWALL ______________ FASTEN FRAMING ABOVE AS SHOW N � ------------ FOF BR4CED WALL PANELS 11 . FASTEN KING STUD TO .. �� NAIL SHEATHING TO HEADER w/etl HHTCHEOAREA INDICATES%s"OR HEFDERrrI(2)ROWS 16tl •• '' NAILS @ 3"O.C.EA.WNV TYP. � THICKEF PLV WOODIO58 EXTERIOF SINKER NAILS @ 3"O.C. , -�� ' � SHEATHING FASTENEDTO STUDS rvl I . 1 - 1 etl NAILS @ 6"O.C.NT PNNEL EDGES � i &@ 12 O C.AT MTERIOP SUPPORTS FASTEN TOP PLATE TO r 9q I HEADEF rvl�2)ROWS lGd I Y (2)97�z"LSL/LVL ,.� SIMPSON LSTA30 STfiAP ON INSIDE FACE . I I SINKER NAILS @ 3"O.C. CONTINUOUS OF WALL(PFOVIDE SP/CER TO FWSH I I HEAL'F.R I. � OUT HEFDER TO WALL STUD THICKNFSS) SIMPSONSTHD14iqLDOWNANCHOR �"Z �-�� � FASTENED TO DOUBLE STUDS (21 2x6 BEAF W G j� I �FEFER T0356 FOR POST-MSTNLLED STUDS MIN. �I,— LOCATE PANEL JOMT WITHIN 2'-0' I HOLDOWNOPTION) FROMGEMEROFWALLHEIGHTNS � CEMERBEARING �" REQUIREDATLS EATHKNGJOINT) � (2�}4"pANCHORBOLTS�]'MIN.EMBED) STUDSBVSUPPLIER � � 1. ��� F� rF SNJILL HATCH AFEA INDICATES%6"OR 111�6 BEARING STUD 8 THICKER PLVWOOD OR OSB SHEATHING � I112z6 FULL HEIGHT STUD �� � �. ��� APPLIED TO E%TERIOR SIDE OF STUDS EACNENDOFHEADER �, �NAILSHEATHINGAROUNDPERIMETER rvl �2)ROW 5 ed NHILS @ 3"O.C.STAGGE RED ll �C �� ��. BTOPLATES/BLOCKING@3"O.C.) LARGER HHTCHED HREA INDICATES%6"OR� FASiEN BOTTOM PLATE � FRAMING DETAIL TAPP�EOTOE°°°°o°S�oEOFST��s �� �� w��3„6d�,��sE�ERY,6 , Sa GARqGESHFARWFLL w/STANDARC 6"/12"NAILING PATTERN �� FLUSH BEAM SIMPSON MSTC40 STFiA4' - . PROVIDE LAYEFi50F CONNECTION BETWEtN ' PLYWOODIOSB TO FLUSH STUDS 8 FLUSH BFAM ����,�, ; OUT BEHM w/POST • �"OR THICY.ER PLY W OOL`OF O58 ' �I :� � SHEATHINGAPPLIEDTOINTERIOF , II����� SIDES OF PC)5T5(INSTALL PRIOP TO FLOOR FPAMIN6) �^ 13)PLY LVI. I�.; FLUSH BEAM : II �E"nR THIC<ER PLVWOOC nR �s; BY SUPPLIEF , II , OSB SHEATHING APf'LIE�i0 EXTERIOF S���ES OF POSTS � �4": : ij . 1 : �o., �,o., ' I� : � . �I�� . �I � CROSS I�IATCl1 AREAS INDICATES%e'Oa . I . II . TIIICK[R PLYWOOD OR OSB SHEATHiNG ' I� ' ' II ' r1PPLIEDTOEXTERIOR51DE50FPO5T5&%" . �I, ; �I , ORTfIICKERPLYWOODORO5B5HEATHING . II . . �I . �f'I'LIEDTOIMERIORSICESOFPOSTS 6x6POST � I� � ' I� ; �NAIL.`>HEATHINGAROUN�PERIMETEFw' [21 f��WS etl NaII S C J"O.G.STAGGFiiEL�) : I� : : I� : � SIMPSON HTTS HOLDOWN ' II ' • �I • ANCHORAT LOCATIONS SHOWN I hereby certi�y Ihai thls plan,speclllca�lon or report � SIMPSON NBU66 POST BHSE . II , , II , as p�epa�e y me o�un y perv�is�ion NAIL[D TO DOUBLE STUDSwi w tl b der m direc�su � rv/�"�z B"SIMPSON TITEN HC i$'4'x 12"LONG SIMPSON TITEN : �I � ; �I � and ihdt I 2rn a tluly L�iCensEd P�otessional Eng�inee� 1{D�CFEW-IN ANCf IOR INTO SCREW-IN ANCHOR PT SF�IIOUSC I'IANS �ocaTioNs 5iiowN �� • . �I under ihe larvs of Ne S�ol Minnesota. coNoarTr ' roi�coNavtit � �"� � FRAMINC DETAIL �'�71 �����������,�� s��°���� � �� -� _ I � S4 DINING ROOM EN�WALL I 1 P�int Name�. RVan Mack NOT� � ONCFfTf Wf�t>APPLIFSSVMMETFICALLYACROSSDETAIL. Date�. 1-25-18 LicenseNumbef'. 46673 /—G FOUND�iION E3EL�W � FRAMING DETAIL SQ POST-INSTALLEDHOLDOWNOPTION 340]KilmerLaneNort� Sui�e 4 Plymouth,MN 55441 Te1612-]0835]2 ��+n^� mr.hanaon groupmn.com Single Family Residence 650 Pinehurst Court Orono,MN Project Number�. 8.020 ^� Dale: January 25,2018 .=)` Sheels'. 2 0�2 v OCOPYRIGfiT f WNSON GROUP,LLC 2D18 DESCRIP7'10�'OP PROPERTY StiRVEYED \ / I��t I R,Hlock 1.I.�K[VIFW OF ORONO,acc<�rt3ing[o the rerorded pla[thcrm(.HcnncPin('ounn'.Minnew:a \ STASD.4RDNOTES 1 \ 1) Si[e Address:fiS0 Pinchurst CouR,Orono,Minnesota 553G3 1 2) A tiHe opinion was not fumished to che s�rveyor as part e�f thi��un�ev. ()nl�eacement�per the acordal��lat nre.hown unless � otherwise denoeed hecenn. I P 3) Flood T.one Information:X(area de�crmined ro bc outside of thc 0 2"�%ennual chancc floodpl�in)�cr i�loe,�Insuranc�Race � Map,Communirv Pancl No.?7053CO285F,effec[ive date oCNovcmbec 4th,3016. � - I \ \x9�94 1 I -�I� \ dl Parrel Area Information: Gross Arca: I6,093 s.f -Z206 acres ���� ���� � � � � � � � S� Benchmark�.Eleeations are bnsed on MN/DOT Geodetic Station Name:Y 11'R�SET�shfch hzs an cic��cion nll 101�.666 fect �.. ., �r a3e � � � � � I � � �--� � (NAVD68J � � �V � � � � �g �965 s� `'� � �fi) 7.00mg Informahon:Thc currcnt Zumng Eor the sub� t pr p n RR 1 B(O F l R I R d C q p th (-t ��� � ��ti � � ��' � oio � � Orono., omng map datcd March,2011.Thc sccba�k h h�� d Fl .p� :< <� T �d_ I � Y � =985.5 , �\ � � � � s�\ ub[�ined�from thc City oCOrono fuund on thcir��cb�ii�o..ih��et��t l�,inii�rv I(,ih._Ol R and ar�as Cullnws: I Z9,9 9�S ��� � � � 1 � � .9ea� ��5��� � �� � � � � � Pdncinal Stmcmre Setbacks-Strcct(s):50 tcc� N�5 �� � �� i \ � � � �1 s�a�:3or��� -7 i m � � � � Rcar.50 frct �- � --,se�e � `� /-�\ �ve����� ' \ � � � \1 �*o � \ Heighc 30 fctl � � I I �-�"�-�-� � �-� �A � �s��.�� � I o HT�a�o���:as��-����,orim a�� }9B).qX9B�6 I Ix9036 \ tI /� ���\ \� �\ \ \ 1 I ' \J '� � 1 � ' � ���-`� �.�-� � •985-5 '\ \ �� � � \ � � � N \ / vi��s��o«�n�c m��� i n d��s ro<<i,�,��n������oP�„y may have becn amended through a c�tv pro .. U uld bc 1 �� i I . / j�� �1' I� \ � � � � t\ � naware of sueh amend t �C thev orc not in e rewrded documeot provtdcd to us We recommend ihat . ,Icucr bc �, � �9e 1 � 'I` I\ I� FUTURE SEPnC l� � \ � � \ \ \ � � � \ / oblained Gom the Zoning Admimstrator for thc current restnet�ons for�his snc I 1 ii I I\ �9B1�0 1 !\ \ 1 � o �P 9 �� � � � ��� / - �a �I �II ` � ���/ � `t\\� \y�0 11 `1 1 � \�� p "� \ / 7) Uniifics.W e have showm the lowtion of utilitics on the surveycd propeny by obscrved cvidcncc oNy.Therc may bc \ � 5 �/� �\ BQ I `?'� I � 4) 1 � � 1 1 �� !1� undcrground utihnes cocumbenng the sub�ect property we are unaware Please mre thnt wc have na placed a Gnphcr St.vc ' � � � *sazs I I �. I � I � � 1 � � 1 1 \\ �o �� / One Call for this survey.There may oe may mt hc undergmund utilitics in the mappeel arca,thcmforc cxtrcmc caofion mosi bc \ ��\ \ !\� � '� � I � r1\\� 1 , � � p �A \ exerci.se before any excavatiou takes place on or near this site.Before digging,you arc ruquired by lav;to notify (;o�her tilaic � � �� ! a 1 � - 1 l I � I � � � � o��cau��i�as�as n���s��aa�an«a�as vasa-o�z. � _ / I I 1 � \ � �, \ •sas.z� � �� � ���s�,s��. � ��� ' � � � � �I � � I/�V � .�s.� 1 �� �� �� � �\ �� ��� �� �� �� � s� c�aa��E m��,maro�a�o e m�o�m„m z i siope g�aa��n��o����mmoaa���E;d��ara�����. �. � �� ;,� 8,� 1 �� I � \xsaz_6 � � �sas� 1 I � I � �� �B O�IC�1 V � � � � �, � �\ � �L7IFE% � � I I � I � .9]R.� \ \ ` � \s' � � / . � �� � ge �� � ��� � .� � �� � � � ��� � �� � � _ 9) All se�offset irons arc measured ro hundredthc of a foot and can be used as benchm k:f si �i . 900.8\ 3 \ \ � p \` \ � \ � \ � �`, f� P A I i I \ I \ � � \ � 0 � \ / 10) The proposcd drivcrey,hown�s coucepeual onlv and doe,�o[puryon to show ecacilc ho.,ih�d��� ;shall bc buile. \ \ B �\�o�� \ � �e\ �� \\� � /�ol �.�yqf,o o'�a s.�� vezs ���a ����I� ` � �,-Y� p:. � / c� t C��j Q � y \ �� e2 � ye5 0 �p � ��I �4 � \ � �? 1 I) Propc;ed grndes shown ad�aceut to buildmg foundaC clers m iop ol black dfn. VI ����,o o�� �� �`� � � ��� � x(s�e� s��' �� I � � �r � �.-�'�\ � � �• ;��5 � � �, � ��,�p�; \\�B �! �o�I p7= l N �� �5 'gy. I';� � � � � � \1 \+ \ 12) b erifr-sanitary scrvice inven prior lo any conaetc work. � � � �` �-� � � . �� �1�� � � `n 5°-da o 1 6�.-����tk. � ea3�s ����,._ �� � z� �: � '�3s. �` ' � � `�s 5 .\���*9�0� L�` � �� ' � ���" ����z� 1 � � � � �.��� � ProPosed Eleva[ions f � +ae° � . � +�6� ' f-� A� �b � q � c��� Prop�.,cd Garagc Floor EI �t =984.0 �- � � / I ��>�'� � � '�95 � -, � � '9 �s q� �, � �� � � � \ \ \ � r�,o�os�aroporFo„na�� ci ,,��<,� =esa.� �1 � P� 5 '� o �a�{ �j�l � Q- Pm dBasemcntFlnorFl t�,n =975.6 O�18 n"` ��� \ � a�, � .���6I �� `- � , \ � �.. - � R�CEIVED / I k�63 � @ � \I �-O O� N'� ��I � I \ � \ C� ��j �,'�e�o _ ! \ V 5 O� „ m / � I '9�4.5 I I\N I I �9652 \ � Cn wi i i ��Sft��0I15 � m �, � �� �; ,,� � � � ` /` � pi � a��-'r"F '' l I��� � ��, �,� � A�� <<�I�,atioosa[ftometoporpipc� L11 ' . �� . � \ \ >�. ^, c� y .. � � \� I ` \ Ll, OS;II-9ROb0 [`p �+ �g �?> / � � ��'� �r� N �os� ms°, �� ',, � / � � �� y � � A � � �-a � os�z 9Rz3� �LD Q U�SJ�� \ � OSA3-9R5._9 - - U - _ - •�� /Y 9�e.z 8a. � '�::.. 5�y`O Nz bc^ � � �� � � � � .�eu � � � �C.7a � OSd5=985'R o �QG � R` o ���� ��� � s a o� � � � `� � .�Sz.s � � �.� 1 I � \ !�s o� � os:s=9�s.sa � �' � � ��°<<o � � �' m � 4�� � i i � �� i � � � � ��,� � �����y,s�� CITY OF ORONO c^J� > 1 , � - � � � / t' I � US�7�97696 _� l��O p'm' ��PFo 1 � \. � ;�� 9s°' /o /�I�si / /��� / � ��� y I�� �\ /� � os�s=9�ebs � C')� ��W(+ �V� � � �� �,r`7 zo'��� ���'p �o�s���°��/°3 "e�ze � � � �A � / / � �� � � ��. ��Z NWoN � � �s �. `�. g�so�5� ,�,� � � V/ _ � �/c�+ o t�J � 1 � �, . 7' `9 � � � � � . / � �� sc� . � � 0 o O o�cP 1�J �s�s.� \i o`' B °� ��0 � os p�/ / / / / \ / / ,�a -�o \ .: �, �, . 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PREPAREDFOR 20 10 O 10 20 40 m ,,,, � �, 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHECKED BY:DBP N " NORTON HOMES � DATE:1-18-18 c�FRs P�P� SCL�LE IN FEET J DATE TIME CITY OF ORONO CALLED IN`a ,^ (, INSPECTIOIJ,NOTICE SCHEDULED �I�� [ X I t` PERMIT NO4-0156 COMPLETED ADDRESS (0 r3 Pt N-5-fi G� OWNER '' 11 TELEPHONE NO. �O [� -Z 221 CONTRACTOR 6vr, Oto DESC IPTION � l� W OTING 0 DEM -FINAL 0 SEPTIC FINAL Q ❑ POURED WALL BING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION • 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO v) COMMENTS: 3— J-cpo*i j / -Fiia'�+✓ 4 a �3—saa. v, 1 c L at pi - U►'eCd o2-e_ a a e. . ok s.0% / _yid of Pat . 4.1 D gi.• ✓ i. S k - P/a h I JebOcv cc Q 2 WLU ID WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE �—Ill-CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. s to �'► White Copy/Inspector's File Canary Copy/Site Notice