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Home My WebLink About2016-01036 - single family house � 1 �' ' CITY OF ORONO 2750 KELLEY PARKWAY * 2 PJ 1 6 - 0 1 PJ 3 6 * DATE ISSUED: 09/26/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 758 BRIDGEWATER DR PIN : 33-118-23-i1-0133 LEGAL DESC : STONEBAY FOURTH ADDITION : LOT 16 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENT[AL CONSTRUCTION TYPE : SINGLE FAMILY ACT[VITY : 101-SINGLE FAM[LY HOUSES,DETACHED VALUATION : $ 470,000.00 NOTE: SEPARATE PERMITS RGQUIRED:PLUMBING,MECHANICAL, FIREPLACE,WATER CONNECTION, SEWER CONNECTION ELECTRICAL(STATE) NOTE: PLEASE SEE AND INIT[AL NEW BUII,DER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,440.92 STATE SURCHARGE(VALUATION) 235.00 WOODDALE BUILDERS INC. 6117 BLUE CR DR S.A.C. 0.00 MINNETONKA,MN 55343- TOTAL 3,675.92 (952)345-0543 Payment(s) Minnesota State License#: BUIL-BC002926 CHECK 85725 3,675.92 OWNER Stonebrook Development LLC 17149 LINCOLN ST NE HAM LAKE, MN 55304- AGREEMENT AND SWORN STATEMENT The work for which tliis permit is issued shall be perfomied according ro the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only[he work described and does not grant permission for additional or related work�vhich rcquires separate pennits. 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 I 80 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State E3uilding Code.This permit may be revoked at any time for due cause. , � �2� � O�-/ ��/ � Applicant Permitee Signature ate [ss ed B ignature Datc . ��: S�' C'�ll...rz�.C�� ,-_ ;-�, �"�_��-r-r,��;-. �� Zol�-G1"Zl.n�j CITY OF ORONO ' � � / �� BUILDING PERMIT APPLICATION �(P FOR NEW STRUCTURES OR ADDITIONS / �O�O Mailing Address: Permit number: ��Q—� / [� PO Box 66 Crystal Bay, MN 55323-0066 Date received: ��—( Street Address:� Received by: T y�, L� 2750 Kelley Parkway �y�� Plan review fee: �O.b � �qkFSHo��. Orono, MN 55356 � � �U/ �U �d 3 , 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 submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: . � , � De�� t _ � Job Site Address: � e = ��_ ��J� j�� Will this be a Parade of Homes, emodelers 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 ll be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT I FO MATI � Name: � �.(� �l,l (� (,� State License# G Expiration Date: 3 I Phone: cell) — � office) S�' 3��J ''�J Mailing Address: .— Cit : � ny�, wZIP: b""S Contact Person: Applicant is• Contractor / Homeowner (Circle One) Email and/or Fax: ��V�:, � j,�,}J� a. e c,c� (�QS. ��^. PROPERTY OWNER INFORMATION: Name: ''p v.� � L.L. C , � � Phone (day): — 8� Address: v. ,s��3 Cit : ;.,.�. ZIP: S �j Email and/or Fax � ' , ARCHITECT/ ENGINEER IfV�OgMATI�i�I� � Name: �.c�.oU`.�' f��d�L� Phone (day): QS.�-- � � 1,,- Address: � `7 — �2.�Qt� Cit : yY�i r1r��1�C,ZIP: �� Email and/or Fax: u,t, , PROJECT INFORMATION: Description of project: t�J r� � .0% U -^-' � 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 �ublic 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.orq Estimated Construction Valuation (excluding land) $ ( �� d O d. Last Updated: January 2016 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) 4 � '� -�_ - � ��"/ a. Length (ft.)= � 1 Number of bedrooms = 2. Occupancy: _ � b. Width (ft.)= �� Number of garage stalls: 3 3. Occupant Load: Areas in square feet Attached = c. Basement= f J (�� Detached = 4. Type of Construction: �� d. 151 Story = I 9 7 0_ e. 2�d Story= 5. Code Edition: O I /'! V f. '/z Story = g. Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Completed Application Form ❑ ❑ Proposed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8 '/2 x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Requirements ❑ ❑ Survey-2 full size, to scale (meeting ALL survey requirements) ❑ ❑ Hardcover Calculations ❑ ❑ Septic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ 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. — __-- . _ ApplicanYs Signatu� '� Date: �iy `e..-' Owner's Signatur'�- � - - -- : ___-�-----�-- ___ _ � Date: � Last Updated: January 2016 Builder Acknowledgement Form Permit #2016-01036 / 758 Bridgewater Drive Builder Representative Name: =��_ 1 � �C_��?C,� 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. �� 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 �� 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 �� and repair of roadways for any adverse impacts. 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 �� 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 C, \ separate Zoning Permit application to be submitted and approved prior to the work >U�J 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 � approved prior to construction. w:\street files\bridgewater drive\758\builder acknowledgement form 2016-01036.docx PLAN F�EVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �') p ��p��/' Permit No.: ��(0 — ��Q3(a Description of work: �UVv Stl�� "'��1{�X .u� Date Rec'd: _ $'�•�(i� Septic review by: � Y � Date Approved: Zoning review by: Date Approved: -1 �� I� Building review by: Date Approved: � Grading review by:_ f'L Date Approved: �� !�' �� Zoning District: Zoning File#: ✓ Reso#: ✓ Reso Date: '� � Zoning: Lot Area: � F AC Width: �� Lot Coverage: /1/ SF — % Survey Submitted: �Yes .. � No Date of Survey: $ � l fi Revised date ? : Landscape plan submitted? Yes � No Landscaper: !`�L�/U�6 Proposed Setbacks: Front (�a�s}-- Rear(�Strtetj• (�S E W ) ( N�E W ) Other Buildings Wetland Side Side .�� ( �l � Z�• �--� `�. � -4- � l I � Defined Height: Z. Peak Height: 38 FFE: 103�. FFE minus 6 feet= ��2.�, (Existing Contour; Perimeter(linear feet) = l0 � 50/o= � ' ° �2- � ''�'�_L.F. below grade Basement? � Yes �d;No, _��Stories O I/ ./ t� 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 hiohest existinq 3 g`D the highest point of the roof. START W ITH rade 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 grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the ^ D ROOF TYPE) between the highest point of the roof hi hest oint of the roof. l a to the low point of the corresponding If you have a... �� gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between � � (BASED ON basemenUcrawl space floor and the the top of the highest �'S EXISTING highest existing grade adjacent to the window and the highest GRADES) 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 Average Lakeshore Setback Shoreland District MCWD Permit Met? Bluff � Yes No Permit Number: l _ 0 Yes 0 No �N/A � Ye No � 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf • 0 Yes No 0 Yes No 1 2 3/� )Q� 5 �� ro � � Type(s): Type(s): � .. � , Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units / Other(specify) Square Foota e $ per Square Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ /L o..� Estimated Construction Value: $ 'I ��,�� Orono Inspections Required Work Requiring Separate Permits Footing � Site Plumbing � Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal � Fireplace �Water Connection �Framing ❑ Other(specify) � Masonry Sewer Connection Waterproofing/Drain tile Mfg. 0 Lawn Irrigation Foundation Waterproofing Other(specify) � Landscaping Framing 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: May 2016 z:\forms\plan review checklist 5-2016.docx 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 , � ;r j 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 f}:;� the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. �'�--;��t.,� �L Signed by: � � ,� ��________— Address: ?j� P��;`_ � Permit #: o2C�� (p b !C� � �o ` W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.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 information 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. �i� ��w � �� : � T�. �,�.s First Middle Last � � � '7 �J �, v �. C. t�. CD cJz— , Address ��.w ✓� G�ur�.►h �w �� /Z -3� 3 �� City State Zip Phone I understand my rght�as stated above. C—_ ___ _ _�_ , ----- - __ ----- _=� -�- � _ -- �-- Signature Packet Last Updated. August 2015 Page 7 _ __- Erosion Control Supplemental Information Final Stabilization will be provided with (seed, sod, etc): _ � 'v � and 6 inches of topsoil will be added/replaced prior to final stabilization. Concrete Washout: Location of concrete washout Off site _Indicated on site plans _Other(description): _Contained on truck: Vegetation: Protective fencing will be installed as necessary so as to exclude all fill and equipment from the drip line or critical root zone, whichever is greater, of all vegetation to be retained. r Yes _Not Applicable _Other(description): Inspections: An erosion control inspection plan is required for ail projects disturbing'/4 acre or greater.The inspection requirements are as follows: 1) The individual ident�ed as being responsible for implementing the erosion control plan must routinely inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. 2) All inspections and maintenance conducted during construction must be recorded in writing and these records must be retained with the erosion control plan and made available a1 the District's request within 24 hours.Records of each inspection and maintenance activity sha11 include: i. Date and time of inspections; ii. Name ofperson conducting inspections; iii. Findings of inspections, including recommendations for corrective actions; iv. Corrective actions taken(including dates, times and party campleting maintenance activities); and v. Date and amount of all rainfall events greater than D.5 inches in 24 hours. Provide the following information for the primary individual responsible for implementing the erosion control plan: Name I�i � �Ir l„ Organization� b Q �L � $ f s � W C .r---- Phone (Q�?r ��'�b� Alternate Phone 9J� •3 y,�= D 7J Email �� N � w OOd��`�1�� L�G �t S . C.A Nh� w�► I certify that I am familiar with the requirements of the MCWD Erosion Control Rule and that the proposed activity will be conducted in compliance with this rule. -�---_---- � ---- -----_�� Signature of Applicant ar Authorized Agent Da�� s -� �r� �e�'�ec��e�l �a�t��l New Construction Energy Code Compliance Certificate �� jo� RECEIVE� � Per N1101.8 Building Certificate.A building certificate shall be posted m a permariently visible location inside Date Certiecate Posted the building. The certificate shall be completed by the builder and shall list information and values of p�(� � � '�o��` components listed in Table N1101.8. P�pC@ �/OUC Mailing Address of[he Dwelling or Dwelling Unit C��, 758 Bridgewater Drive Orono ��'��R�� Piame of Residential Contrac[or MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No Fan) o � a� y F � y Active(With fan and monometer or � � _ � � other system monitoring device) o a 3 : Cj — o b � � a o � a� a � 3 � Q fYl W a�i U a� '� c � T Insulation Location � o z � � � a °" " ° �' � o `n `n U O � w .... �a � ❑ � � E E c� �v v [� � 2 w �u�.". r� w° � rx cC Other Please Describe Here Below Entire Slab X Foundation Wa11 R-15 X R10 Ext. & R5 Int. Perimeter of Slab on Grade X Rim Joist(Foundation) R-20 X Spfay Fo2m Rim Joist(ls`Floor+) X wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas R-38 X Also 3/4" Foam below Bonus room over garage X Describe other insulated areas Windows&Doors Heafing or Cooling Ducts Outside Condifioned Spaces Average U-Factor(ezcludes skylights and one door)U: 031 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 033 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Natural Gas Eleetric Electric Pass;�e Manufacturer Rheem Rheem Rheem Powered Interlocked with e�aust device. Model R92PA0701317MSA 82v50-2 RA1336AJ 1 NA Describe: �pi�t� 70,000 Capacity in 5� Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 49,444 Heat 32,243 Location of duct or system: Structure's Calculated Gain: ��o� 92 SEER: 13 HSPF% Calculated 34,600 �fficienc cooling load: Cfm's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Select Type Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 75 High: 150 Other,deseribe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capaciry in cfms: Location of fan(s),describe: Bathroom Cfm's Capacity continuous ventilation rate in cfms: 66 CFM "round duct OR Total ventilation(intern�ittent+continuous)rate in cfms: 132 CFM "metal duct Created by BAM version 052009 Rhvac-Residential 8�Ljght Commercial HVAC Loads Elite Software Development, Inc. Riccar Heating and Cooling � Wooddale HausteNLynch Res. Andover, MN 55304 --- Pa e 1 Project Report General Pro�ect Information Project Title: Wooddale Hausten/Lynch Res. Designed By: Kurt Project Date: 8/8/16 Project Comment: 758 Bridgewater Drive, Orono, MN Client Name: Wooddale Builders Company Name: Riccar Heating And Air Company Representative: Kurt Company Address: 2387 Station Parkway NW Company City: Andover, MN 55304 Company Phone: 763-754-4000 Company Fax: 763-754-0132 Company E-Mail Address: Kurt@riccarhvac.com Company Website: riccarhvac.com Desi n Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Drv Bulb Wet Bulb Rel.Hum Rel.Hum Drv Bulb Difference Winter: -15 -11.42 n/a 30% 70 25.53 Summer: 88 71 44% 50% 75 24 �heck Fi ures Total Building Supply CFM: 1,262 CFM Per Square ft.: 0.349 Square ft. of Room Area: 3,618 Volume (ft') of Cond. Space: 35,262 Buildin Loads Total Heating Required Including Ventilation Air: 49,444 Btuh 49.444 MBH Total Sensible Gain: 27,664 Btuh 86 % Total Latent Gain: 4,580 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,243 Btuh Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Kurt\Documents\Elite Software\Rhvac 9 Projects\Woodale Hausten res..rh9 Monday, August 22, 2016, 1:46 PM Rhvac-Residentiai 8 Light Commercial HVAC Loads -� Elite Software Development,Inc. Riccar Heating and Cooling Wooddale Hausten/Lynch Res. Andover, MN 55304 -- Pa e 2 Total Building Summary Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain 4A-6-d: Glazing-Double pane low-e (e=0.20 or less), 118.4 3,321 0 1,123 1,123 high performance, sliding glass door, e=0.05 on surface 2, any frame, outdoor insect screen with 50% coverage, u-value 0.33, SHGC 0.33 Andersen: Glazing-operable window, wood sash, u-value 368.4 9,082 0 7,916 7,916 0.29, SHGC 0.32 Andersen: Glazing-operable window, wood sash, outdoor 7�.2 1,757 0 2,160 2,160 insect screen with 50°10 coverage, u-value 0.29, SHGC 0.32 11 N: Door-Metal-Polystyrene Core 48 1,428 0 404 404 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1975.5 10,915 0 1,707 1,707 cavity, no board insulation, siding finish, wood studs 1560-10sf-8: Wail-Basement, , R-10 board insulation to 955.5 4,704 0 17g 17g floor, no interior finish, 8'floor depth 166-50: Roof/Ceiling-UnderAtticwith Insulation on Attic 1818 3,091 0 1,745 1,745 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1800 3,060 0 0 p or more feet beiow grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 20P-30: Floor-Over open crawl space or garage, Passive, 18 54 0 5 � R-30 blanket insulation, any cover_ --------__---- ---- --------------- Subtotals for structure: 37,4�2 0 15,239 15,239 People: 5 1,000 1,150 2,150 Equipment: 1,170 7,21g g,3gg Lighting: p � 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 47, Summer CFM: 23 4,234 362 324 686 Ventilation: Winter CFM: 132, Summer CFM: 132 4,790 2,048 733 2,780 Exhaust: Winter CFM: 132, Summer CFM: 132 Humidification (Winter) 8.20 gal/day: 3,009 0 0 p AED Excursion: 0 0 2,99g 2,ggg ------ -------------- ----- ----------------------- Total Buiiding Load Totals: 49,444 4,580 27,664 32,243 Check Fi ures Total Building Supply CFM: 1,262 CFM Per Square ft.: 0.349 Square ft. of Room Area: 3,618 Volume (ft') of Cond. Space: 35,262 Buildin Loads Total Heating Required Including Ventilation Air: 49,444 Btuh 49.444 MBH Total Sensible Gain: 27,664 Btuh 86 % Total Latent Gain: 4,580 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,243 Btuh Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1UserslKurtlDocuments\Elite Software\Rhvac 9 Projects\Woodale Hausten res..rh9 Monday, August 22, 2016, 1:46 PM Rhvac-Residential 8�Light Commercial HVAC�oads Elite Software Development,in�. Riccar Heating and Cooling Wooddale Hausten/Lynch Res. Andover,MN 55304 - Pa e 3 Equipment Data - System � - Furnace And Air Cooling System Type: Standard Air Conditioner Outdoor Model: RA1336AJ1NA Tradename: Rheem Outdoor Manufacturer: Rheem Mfg. Description: 3 ton AC Capacity: 34600 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: R92PA0701317MSA Tradename: Rheem Manufacturer: Rheem Mfg. Description: 92% upflow 70,000 furnace Capacity: 65100 Efficiency: 92 AFUE C:\UserslKurt\Documents\Elite Software\Rhvac 9 Projects\Woodale Hausten res..rh9 Monday, August 22, 2016, 1:46 PM Zo16 FouNDAT� oN Gu � DE : SCOPE OF DRAWINGS: . THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2016. DRAWING INDEX: SCOPE, INDEX, &CERTIFICATION SO USE GUIDELINES AND MATERIALS S1 GENERALNOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and tha[I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 1-1-16 LicenseNumber: 46665 F �`,jr'r��1��r�//, Signed� �""' � ' ��(' Print Name� NICk Hd11SOt1 RECEIVED �U� l � [01� CITY OF ORONO �� 2016 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev �^L- G�o�-_;'..-. GUIDELINE DRAWINGS SCOPE,INDEX,&CERTIFICATION Project: �� GI Concrete Inc. � '��)175 Isanti Street NE c�ry: s,ate: Mn, z�p: :,';i;7xilrr,er�dr'suitea B�alne� MN 55449 P�ojeCtNU�Tlbel': 6.001 �� Plymouth,MN55441 Drawing Date: Januarv 1,2016 Te1612-708-3572 Clienfi Sheet: 0 of 15 www.hansongrou mn.com �c COPYRIGHT HANSON GROUP LLC 2016 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(FFiOM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFOFiM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. ��THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c=3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c=5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS- 1 %"Max. EQUIVALENT REBAR TABLE WALLS/SLABS-3/" MAX. REINFORCING STEEL: #4- BARS-ASTM A615 GRADE 40 FOR BUNDLED HORIZONTAL BARS #5+BARS-ASTM A615 GRADE 60 (2)#4=(1)#6 TREATED SILL PLATE: SYP GRADE#2 OR BETTER ALLOWABLE SOIL (3)#4=(2)#5 BEARING PRESSURE 1,500 PSF MINIMUM (3)#5= (2)#6 SITE ADDRESS: Date Rev �� 2016 C.I.P. CONCRETE FOUNDATION `!��'�„--y'�.,.-��:a_N GUIDELINE DRAWINGS � � i�f3AWING LIMITATIONS&MATERIALS Project: � � � v�� CI Concrete Inc. � � � !0175 Isanti Street NE c�ry: scate: MN z�P: ',0i"�''°"`��Nor°� glaine, MN 55449 1 s�nea Pro ect Number: 6.001 � J Plymouth,MN 55441 Drawing Date: JanuarV 1,2016 I Te1612-708-3572 Client: Sheet: 1 of 15 � www.hanson rou mn.com �c COPYRIGHT HANSON GROUP LLC 2016 GENERALNOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1Y2" DEEP BY 3%"WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED, 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO y" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 2". BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHOFiED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE FiEQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS%2" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 2016 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev -«� °��-r"-' GUIDELWE DRAWINGS --_ . _. c;�NERAL NOTES Praject: r 4'�� CI Concrete Inc. �9175 Isanti Street NE c�ty: sta�e: MN z�p: ''0"`''"'`'�`11e"°`''', glaine, MN 55449 1 su��e a Pro ect Number: 6.001 /� ^ Plymouth,MN55447 Drawing Date: January 1,2016 `� rei siz-7oa-35�2 Client: Sheet: 2 of 15 V L. ww�v.hanson rou mn.com � COPYRIGHT HANSON GROUP LLC 2016 NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN � 36"MIN FULL HEIGHT GARAGE FROST WALL WALL LOOKOUT ' ' ' WALL � � a . � � . ;. 1 REAR FROST WALL � 1 A TYP ELEVATION a � - . , a: : -d I � SHOWN FOR REPRESENTATION STEP 2 x STEP PURPOSES ONLY -MAY NOT APPLY 6" MIN THICK CONCRETE ELEVATION FOUNDATION, SEE OTHER (2)#4 HORIZONTAL BARS DETAILS FOR MORE INFO STEP SPACING REQ IREMENTS gOTH TOP&BOTTOM OPTIONAL CONTROL JOINT m EXTENDED AT LEAST 24" AT EACH END OF STEP BEYOND EACH END OF STEP HORIZ. BARS z TOP& BOT-T�OM � N J- � Z � EQ. EQ. �'' DETAIL B � 4 ° �_ d HIGH FOOTING MAY BE EXTENDED PROVIDED �1 BARS ARE PLACED AS 1 SHOWN CONCRETE STRIP STABLE BANK FOOTING 72"MAX SPAN DETai� a 2o16 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev P�-w� -e�-:R•.�"� GUIDELINEDRAWINGS �I EP FOOTING DETAIL Project: �� CCI Concrete Inc. �� ':;175 Isanti Street NE c�tY: stace: MN z�P: �4°iK'i`nP��",z"°r`'� glaine, MN 55449 ProjectNumber: s.001 �� Suite 4 i�iymo�m,MN ssaai Drawing Date: JanuarV 1,2016 reisiv�oa-ss�z Client: Sheet: 3 of 15 www.hanson rou mn.com �c COPYRIGHT HANSON GROUP LLC 2016 Y2"�x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS (7" MIN. EMBED) @ 72"O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SILL PLATE TO MATCH FRAME WALL ABOVE 16"MAX FOR 4"THICK STEM z 24"MAX. FOR 6"THICK STEM SLOPE GRADE AWAY FFiOM � CONCRETE SLAB-ON-GRADE BY OTHERS FOUNDATION `� a �� 11=111�I I I , � "'=�I 1=1 I 1=1 I 1=1 I I ' �i— _ y a �°�—��°��—�. -I I I—�— I i—I I 1=1 I 1=1��—' ' I I I—i l l_ ' OPTIONAL STEM WALL I I��I,��I I I I • I I.;I I I;� MINIMUM THICKNESS TO �� a. I I ti (1�#4xCONTINUOUS HaRIZONTAL BAR AT MATCH SILL PLATE ° I I�� TOP OF WALL I i. d d a 6"MIN. C.I.P. CONCRETE FOUNDATION a WALL a INSULATION BY OTHERS a (OPTIONAL AT GARAGES) a #4x2'-0" DOWELS @ 72" O.C. MAX(5"MIN. EMBED) � UNREINFORCED CONCRETE STRIP DOWELS ARE NOT � REQUIRED IF BACKFILL IS FOOTING SEE S7 PLACED EQUALLY ON BOTH a a . SIDES IN LIFTS NOT TO a EXCEED 24"-ALTERNATE ° ° ° ' EACH SIDE a a 2016 C.I,P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev !��,,_-��°-.-��,°-�= GUIDELINE DRAWINGS :'dALKOUT WALL DETAIL Project: ��K � ��CI Concrete Inc. ��'1751santi Street NE aty: state: nnN z�p: ` �' "�"�``°°r:°", Blaine, MN 55449 Project Number: 6.001 /� Suite 4 ( ■ A Plymouth,MN 55447 Drawing Date: Januarv 1,2016 '�7(�, Te1612-708-3572 Client: Sheet: 4 of 15 v 1 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2016 12"�x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) Qa 72"O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS FRAMING &SILL PLATE BY OTHERS z ° ---_(1)#4 x CONT SLOPE GRADE AWAY FROM � a HORIZONTAL BAR AT FOUNDATION ° TOP OF WALL _ d - II_ I I—��—�� -��_��—��I ° .. I—��I��I�I�� a , -�j�_��I�� a ° . . ,�Id d X 6"MIN THICK C.I.P. �, Q � CONCRETE - 0 FOUNDATION WALL r, a a a #4 x 2'-0" DOWELS (5"MIN. a EMBED)CENTERED IN WALL Qa SLAB-ON-GRADE 48"O.C. (SAND SOIL) � OR 36" O.C. (SANDY-CLAY SOIL) - • OR 24"O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR � �. I I1-1_I— i'– DRILLED AND EPDXY GROUTED ° ' � I I I=I�� a III—'� � ° ° ' UNREINFORCED CONCRETE STRIP ° a I� FOOTING SEE S7 (18"MIN WIDTH FOR CLAY BACKFILL OR 16"MIN WIDTH IF 2'-6"MAX UNBALANCED BACKFILL) 2416 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev • '• ' GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: KCI Concrete Inc. '' 9175 Isanti Street NE City: State: MN z�P: 3'o�K°me��a°s"ae4 Blaine, MN 55449 Project Number: 6.001 Piymou�n,MN ssaai Drawing Date: Januarv 1,2016 C� Tel 612J08-3572 Client: v www.hanson rou mn.com Sheet: 5 of 15 �O COPYRIGHT HANSON GROUP LLC 2016 %2"f7S x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS (7"MIN. EMBED) Qa 72"O.C. MAX. OR SILL PLATE TO MATCH EQUIVALENT METAL FRAME WALL ABOVE STRAP ANCHORS OPTIONAL SLAB LEDGE CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL CONCRETE SLAB-ON-GRADE BRACING UNTIL BASEMENT SLAB-ON-GRADE IS IN PLACE � a. a . � (HOOKS INTO BASEMENT SLAB J ° a ° ° PROVIDE REQUIRED TOP OF i—I I —I I I I I1= ' WALL LATERAL SUPPORT) I I I—I I I—I I� o I_�i i_�j� #4x4'-0"HOOKS Qa 24" O.C. BENT OR i� m I I I— � DRILLED AND EPDXY GROUTED �j �=�� 3'-0" o � a il O� GRADUAL 2%SLOPE �o Y a I- '� GRADE AWAY FROM Q GFiANULAR MATERIAL(SAND) FOUNDATION PER = ° GENERAL NOTE 6 � (1)#4xCONTiNUOUS HORIZONTAL ,� i_� d • BAR AT TOP OF WALL ,,,,��i�li i iI�II I 1=,I I� I I��I a � #4xCONTINUOUS HORIZONTAL #5 VERTICAL BARS @ 24"O.C. ' —I��—��—�� CENTERED IN WALL TO AID IN ��1=I I I—I .. . BAR @ 24"O.G TYP THE REDUCTION OF CRACKING ��_, I I I- °� � �—� a : 8" MIN. C.I.P. CONCRETE AND BACKFILLING ISSUES PRIOR 'I� FOUNDATION WALL TO TOP OF WALL PINNING ° OPTIONAL 2" RIGID INSULATION ON ° INSIDE FACE AND UNDER #4x2'-0" DOWELS @ 48"O.C. °� SLAB-ON-GRADE FOR 24"MIN. MAX(5" MIN. EMBED) a °. � UNREINFORCED CONCRETE ° a,4 a . STRIP FOOTING SEE S7 a (DROP FOR FROST AS ° REQUIRED PER SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A LENGTH OF 15'-0" —�TTm��- '2016 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev � -,� � ��''='� �GUIDELINE DRAWINGS i�NBALANCED FOUNDATION DETAIL Project: �� 't�Cl Concrete Inc. �.,,:°{ '?175 Isanti Street NE City: State: MN zP: 3a°iK'i�°`�a°e"°"n Blaine, MN 55449 Project Number: 6.001 ^ ///�� Suite 4 ` '� Plymouth,MN 55441 Drawing Date: January 1,2016 ` rei sizaoa-ss�z Client: Sheet: 6 of 15 V www.hanson rou mn.com Qc COPYRIGHT HANSON GROUP LLC 2016 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S10 z � ANCHOR BOLTS SEE � a� WALL ANCHOR INFO SLOPE GRADE AWAY FROM � ON S11 FOUNDATION , ��—I I1=1I1=1I I a� "'=i I I-1 I 1=1 I 1=1 I I ''=1 I I—I I I—I i I a -�I I�I I I 8"MIN. C.I.P. ��_�� .a . CONCRETE '�� a � FOUNDATION ��I ° WALL-SEE REBAR = a TABLE S8 FOR = � d. • VERTICAL REBAR C� W _ CLEAR HEIGHT OF 8"-0" OR LESS a = � (2)#4xCONT. HORIZONTAL BARS �, � W CLEAR HEIGHT OF 8"-0"OR MORE —' � U (3)#4xCONT. HORIZONTAL BARS U �. a 1�2"CLEAR m a #4x2'-0" DOWELS Qa 72"O.C. a MAX (5" MIN. EMBED) a , a _ CONCRETE � SLAB-ON-GRADE a — a a a • a a a I I I—I I 1=1 i'- a.. a �� 0 � � _ 0 0 �� ;-� i � � � � , . 7J ° �3 � a.�+�� 3 • � _ ? oZ w I = n �u"',�z � � � ti;p s ��_ - ��.. GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c - 3000 PSI Oz aJ co � m � Q ALTERNATIVE TO CODE TABLE R404.1.2 �. � � � C J � � "' — � � °' BACKFILL TYPE o � � n � � n CLEAR HEIGHT BACKFILL HEIGHT � z �. � � z 'o (SEE S7) (SEE S7) SAND (30 PSF/FT) SANDY CLAY(45 PSF/FT) CLAY(60 PSF/FT) � � � C� ? o c� WALL THICKNESS WALL THICKNESS WALL THICKNESS � � � � m � � � � $„ 1�„ 12„ 8„ 1�„ 12„ 8„ 1�„ 12„ z 7'-6" � z m g�_p�� NONE NONE NONE NONE NONE NONE '36" NONE NONE n a � � � � � 7'-0" OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE m 8�_6�� z NONE NONE NONE 36" NONE NONE 36" NONE NONE n 8�-�� NONE NONE NONE *36" NONE NONE 36" NONE NONE � 9,_�„ � � �-� NONE NONE NONE NONE NONE NONE �36" NONE NONE 3 �� Z 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE ' 9�_6„ � o � � cn �36" NONE NONE 36" `36" NONE 24" 24" NONE � m 9'-0" � � � �� 36" NONE NONE 36" NONE NONE 24" 24" NONE �• �, n � o � � 10'-0" 8-� NONE NONE NONE 36" NONE NONE 36" NONE NONE � `� � �-� NONE NONE NONE NONE NONE NONE 36" NONE NONE 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE w � ' =NONE IF F'c=4,000 PSI w m � � � O N � � � O O 1 -. O � U7 O) -� Z ti � � EQUIVALENT VERTICAL REBAR Qp SUBSTITUTION TABLE #6 @ 24"_#5 Qa 18" _#4 a� 12" (GRADE 60) _#4 @ 8" (GRADE 40) #6 @ 36"_#5 @ 24" _#4 @ 18" (GRADE 60) _#4�a 12" (GRADE 40) � (1)#6-(2)#4 (GRADE 60) � � � < NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FRAMING BY OTHERS VENEER OR SLAB-ON-GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY OTHERS SLOPE GRADE � z ; 16" HIGH MAX x SLOPE GRADE - z AWAY FROM � 6" THICK MIN AWAY FROM `° � FOUNDATIO 'i��=I I I I II STEM FOUNDATIO -�i 1-I I II I �_ 16"HIGH MAX � -I I I a -I I I e . x 4" THICK MIN FOUNDATION -I . FOUNDATION WALL d STEM WALL SEE S7 SEE S4 OR S5 THICKNESS TO MATCH SILL PLATE DETAIL � HIGH GRADE DETAIL � LOOKOUT SIM @ NON-BEARING SIM @ FROST WALL FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR VENEER OR OTHERS SLAB-ON-GRADE FRAMING BY SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS SLAB-ON-GRADE 6"MIN THICK STEM x � ii�iiii— SLOPE GRADE _ AWAY FROM SLOPE GRADE o FOUNDATION AWAY FROM F� 6"MIN THICK FOUNDATION STEM '! X=� #4 DOWELS @ 36"O.G �!—I 1— "-1 I 1=1 I I-N a I I ��=1 I 1=1 I I—I I 1=1 I I a '�I_��,— �_� EMBEDDED 24" INTO —'��=I I I=I I I— #4 DOWELS �a � I I_ �� LOWER WALL �-I I I—I I I 36"O.C. ��— a FOUNDATION ��I I� a . � _��I EMBEDDED 24" WALL SEE S7 � 1�� FOUNDATION WALL _ . INTO LOWER CLEAR SEE S6 WALL(CENTER a4. � . IN STEMWALL) Q % ' a DETAIL �a LOW GRADE DETAIL �a FROST WALLS SIM C�a NON-BEARING w/LOW GRADE 2016 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev —��::-8� �n°�= GUIDELINE DRAWINGS ��,fiICK LEDGE DETAILS Project: : �� '��CI Concrete Inc. ��175 Isanti Street NE City: State: MN z�P: ��K��s�ae�a Blalne, MN55449 ProjectNumber: 6.001 �� Plymouth,MN 55441 Drawing Date: Januarv 1,2016 rei sizaoa-ss�z Client: Sheet: 9 of 15 www.hanson rou mn.com � COPYRIGHT HANSON GROUP LLC 2016 FLOOR SYSTEM,TYPE, SIZE, AND SPACING TO BE FLOOR TO SILL CONNECTION AT DETERMINED BY OTHERS EACH MEMBER SEE TABLE BELOW Y"�ANCHOR BOLTS w/NUT&Ys"THICK WASHER TO BE COUNTERSUNK x 2"ID OR SQUARE WASHER SEE S11 FLUSH w/TOP OF SILL PLATE FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE SEE FULL HEIGHT WALL SECTION INSTALLED AT MANUFACTURER ON S7 FOR FOUNDATION WALL EQUIVALENT SPACING REQUIREMENTS RIM BOARD OR BRACING 2x8 SILL PLATE TO BE USED w/ MATERIAL BY OTHERS � ° MAXIMUM OF 1%"OVERHANG z , . 2x6 SILL PLATE MINIMUM � (MAINTAIN 23/"EDGE DISTANCE SLOPE GRADE AWAY � , < a a< e a TO BOTH CONCRETE AND INSIDE FROM FOUNDATION ,_ �=1 I I-I I I=I I I- OF SILL PLATE)-VERTICAL LOAD TRANSFER BY SUPPLIER TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE (SEE S7) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 16" A A B 19.2" A A B 8'-0" 24" A B C 16" A B C 9'-0" 19.2" A B D 24" A C D �6" A C D 10'-0" 19�2�� A D D 24" g D D CONNECTION A (4)0.131"�x 3"TOP NAILS AT EACH MEMBER CONNECTION B (4) 0.148"P�x 3"TOP NAILS AT EACH MEMBER CONNECTION C (2) 0.131"�x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER (2) 0.131"Q1 x 3"TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ' OR USP LJQ" CONNECTION D OR (2)SIMPSON A35s�*�/(2) USP MPAis��AT EACH MEMBER ' FWANZ TO BE USED WITH A MIN. 11/"OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. '"' MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2)SIMPSON A35s/(2) USP MPA1s. ""CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2U16 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev ' • '• ' GUIDELINE DRAWINGS �I.00R BEARING CONNECTIONS Project: �,. �� CI Concrete Inc. '��i�175 Isanti Street NE a�y: s�a�e: Mr, z�p: ��:��k��"s�ae`a Blaine, MN 55449 Project Number: 6.001 � � � Plymouth,MN 55447 Drawing Date: Januarv 1,2016 Te1612-708-3572 Client: Sheet: 10 of 15 www.hanson rou mn.com � COPYRIGHT HFlNSON GROUP LLC 2016 %"�1 ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FUL� HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACFCFILL TYPE CLEAR HEIGHT BACKFILL HEIGHT SAND (SEE S7) (SEE S7) SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6�� 2,� 72" 48�� 8'-0" 7'-0" 72�� 72„ 60„ 6'-0"OR LESS �2" 72" 72" 8'-6" 72�� 48.� 36„ 9'-0" 8'-0" 72�� 60„ 36„ 7'-0"OR LESS �2" 72" 72" 9'-6" 72�� 36�� 24�� 9'-0" 72�� 48„ 24�� 10'-0" 8-� 72" 72'� 48�� 7'-0"OR LESS 72" 72" 72" 'Y"U EPDXIED THREADED ROD w/6" EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGHT SAND SANDY CLAY CLAY (SEE S7) (SEE S7) (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6�� 4$„ 24�� 16�� 8'-0" ��-�� 60„ 30„ 18„ 6'-0"OR LESS 72" 72" 36" 8'-6" gp„ 18„ 12„ 9'-0„ 8'-0" gg�� 20�� 16„ 7'-0"OR LESS 72" 36" 24" 9'-6" 1 g�� 12'� N/A 9'-�" 24" 14" N/A 10'-0" 8'-0�� 42" 24" 16" 7'-0"OR LESS 72" 42" 24" �'APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3,Y"� EXPANSION BOLT w/6" EMBED, y"�SELF-CUTTWG ANCHOR BOLT w/4" EMBED, OR SIMPSON FWAZ ANCHOR 2o16 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev ' • '• ' GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: r � �� ,KCI Concrete Inc. ' 9175 Isanti Street NE City: State: MN z�P: 340�K��m��a�'s��re�a Blaine, MN 55449 j Pro ect Number: 6.0�1 S 11 Plymouth,MN 55441 Drawing Date: Januarv 1.2016 Te1612-708-3572 Client: Sheet: 11 of 15 www.hanson rou mn.com Qc COPYRIGHT HANSON GROUP L.LC 2016 o ` o � _ _ _, � � NOTES: � � � -- ' �' _ °� � � 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/0.131"�x � ° �� `° 3" LONG NAILS @ 6" O.C. AT PANELS EDGES &@ 12"O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT. _ � N� _ = W Z�Z �'�, ; 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. '� �,..�-....�;.d:�.., z � ��Q s �� 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FUL L D E P T H �' M E M B E R B L O C K I N G S U C H A S I-J O I S T O R L V L DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. 0 o� co � z � n� Z NAILING SHOWN IS TO BE USED AT MINIMUM. � �. ��'„ C) � c � m 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS � � � p � � n SHOWN IN FIRST SPACE. � � �� m � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. � � � � o o n 1 � m �. u�. � Z -, D � m � � � � � z n o � m z .n � O OPTIONAL OPEN SPACE AS SHOWN OR n D SHIFT FULL HEIGHT BLOCKING r -_.� NAIL SHEATHING TO BLOCKING/JOISTS FRAMING � o z w/(12) 0.131"IDx3" LONG NAILS BY OTHERS � �� 0.131 QS x 3" LONG NAILS @ 6" O.C. . � � o -o ,� � -L � STRUCTURAL RIM BOARD BY OTHERS m � c`�o� � \ �\ �� o � � TYPE D CONNECTOR @ BLOCKING SEE � � � � S10 � L 2x6MIN °' X x SILL PLATE � � - w FOUNDATION WALL SEE OTHER SHEETS N -` � JOISTS BY OTHERS a FOR ANCHORS &WALL INFO O N � ' � � � � Z PROVIDE BLOCKING ° AS REQUIRED TO ACHIEVE 6 a SLOPE GRADE AWAY FROM � �N FOUNDATION NAILING SHOWN. (MIN 2 I I I—I I — _,1 SPACES) BLOCKWG HEIGHT � . ��—ITi—��—� rv TO MATCH JOIST DEPTH & BE OF LUMBER, I-JOIST, OR SEE S11 FOR SPACING OF IF REQUIRED, PROVIDE 2 x 4 MIN OTHER MANUFACTURED gLOCKING SYSTEM SHOWN SPACERS UNTIL SPACES IN WHICH FULL o MATERIAL ATTACH HEIGHT BLOCKING CAN BE INSTALLED, � BLOCKING TO JOISTS w/TOE TOE NAIL TO FLOOR MEMBERS EACH END NAILS EACH END � � < 0 � � _ _ - � � o NOTES: v ; � � ' - � _ �� --' 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/0.131"f� x 3" ' � � � ' LONG NAILS @ 6" O.C. AT PANELS EDGES &�a 12"O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT. � N J r 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. _ = ��c � �. ,•..r a S �A��..� 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER � � N A A s � BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO � � `� � o � o BE USED AT MINIMUM. � �� p a> 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS ° � � n � � n S H O W N I N F I R S T S P A C E. � z �. � z z � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. r Cn (/� � � rn � Z � � � y '� C��D � � 'U Z � D � z � � � � DUCT/MECHANICAL(AS REQUIRED) m � o Z r" BY OTHERS n � � m NAIL SHEATHING TO BLOCKING/TRUSSES FRAMING . � p w/(12) 0.131"PSx3" LONG NAILS BY OTHERS o c � z 0.131 m x 3" LONG n A _� NAILS Qa 6" O.C. � � \ RIM TRUSS n o Z , � � � � ' BY OTHERS �' ' TOP NAIL RIM TO SILL � o �o � � w/MIN OF (12)0.137 f�x � � °� m 3" LONG NAILS EACH �� z o SIDE OF BLOCKING OR � � m TYPE D CONNECTOR @ � � . BLOCKING SEE S10 ' 2x6MIN � � SILL PLATE w � FOUNDATION WALL SEE w TRUSSES BY OTHERS e OTHER SHEETS FOR � PROVIDE 2 x 4 MIN BLOCKING p ANCHORS &WALL INFO ° o o � TOP & BOTTOM OF TRUSSES a �;, �, � Z AS REQUIRED TO ACHIEVE a SLOPE GRADE AWAY FROM NAILING SHOWN. ° FOUNDATION � � WSTALL w/(2) 0.131 f�x 3" ��(_��_�� _� LONG TOE NAILS ° oi�,I I I—�I�—��--� �', I 3/4" PLYWOOD/OSB ONE SID I E F REQUIRED, PROVIDE 2 x 4 MIN SPACERS OF BLOCKING w/(6) 0.131 �x 3" SEE S11 FOR SPACING OF TOP & BOTTOM AT MECHANICAL UNTIL 0 LONG NAILS TOP & BOTTOM BLOCKING SYSTEM SHOWN SPACES IN WHICH BLOCKING CAN BE � OR 1/2" PLYWOOD/OSB EACH INSTALLED, TOE NAIL TO FLOOR MEMBERS SIDE OF BLOCKING EACH w/ w/(2) 0.131 PS x 3" LONG NAILS � (4) 0.131 �x 3" LONG NAILS � TOP & BOTTOM 3'-0" EACH WAY MIN FLOOR SYSTEM BY OTHERS 5'-0" EACH WAY MAX (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) SLOPE GRADE AWAY (2)#4 HORIZONTAL BARS w FROM FOUNDATION � :° • TOP& BOTTOM OF LINTEL � � �- I—I I I . ' �NIND WELL EXTEND 24"MIN PAST � v #4 HORIZONTAL BARS -�I I=I. � LADDER/ESCAPE OPENING EACH END (WOOD;- � @ 12" O,C. CENTERED ��I: ' MEANS BY v � aTHERS } OTHERSj � � IN WALLS - � z LAP AROUND - � z CORNERS AND HOOK � INTO FOUNDATION ' WALL BEYOND � WALL @ EA. SIDE (1)#4 HORIZONTAL BARS � (REFER TO S7 FOR TOP OF WALL � Q HORZ. BAR N � REQUIREMENTS w/8" S��_E � z .. OP o C.I.P.WALLS) � 8" MIN C.I.P. CONCRETE �.—�I I—I I—I I I— I I—I I 1—I I ..� , WALL 6"MW C.I.P. CONCRETE ,. °. I I I—I I I—I I I=��- "'—�� , WALL '�.=I I I=i�� ,, Ill�;i' Q #4 VERTICAL BAFiS @ ��GRANULAR ; PLACE (2)#4 VERTICAL � EACH OUTSIDE MATERIAL a�- � BARS FULL HEIGHT AND � CORNER OF WELL (SAND) ONE ANCHOR w/IN 12"OF .' LOOKOUT WALL OPENING EACH END SEE S5 SLAB-ON-GRADE (1)#4 x2'-0" DOWEL�a , EACH OUTSIDE • CORNER OF WELL 5" �I��— � . UNREINFORCED CONCRETE MIN EMBED) � STRIP FOOTING SEE FULL 12"WIDE x 8"THICK MIN HEIGHT WALL SECTION S7 STRIP FOOTING OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 2016 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev ' • '• GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: l � ��? KCI Concrete Inc. �9175 Isanti Street NE City: State: MN z�P: '401�'��'��'��'Suite4 Blaille, MN 55449 Project Number: 6.001 � � � PiYmo�m,MN ssani Drawing Date: Januarv 1,2016 reisiz-�os-3s�z Ciient: Sheet: 14 of 15 www.hanson rou mn.com c� COPYRIGHT HANSON GROUP LLC 2016 NOTES: 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIFiE MINIMUM 16"WIDE x 8" DEEP CONCRETE STRIP FOOTING. FLASHING&WOOD PROTECTION BY OTHERS � 10'-6"@ 8"WALL � STOOP FLOOR FRAMING OR SLAB BY 13'-6"@ 10"WALL OTHERS BLOCKING BASEMENT � � x a ¢ a a . ; r� � —��I I a � — � EXAMPLE CORNER —I I I=I I Ia �. . FLOOR OR STRAIGHT WALL -I I I—I I I CONNECTION OPTIONS-TYP SEE S10& i�=��—� �� ? ~ —��_�� S11 O � � W �I��II I I=I I I ° C.I.P. CONCRETE � � _ . WALL SEE F— � — —" ' ° ADJACENT Q BACKFILL BELOW ° PLANS FOR � EXTERIOR STOOP SLABS a� THICKNESS & o 8"MIN C.I.P. CONCRETE STOOP AREA WITH COMPACTED MAXIMUM WALL a a . WALL SEE FULL HEIGHT GRANULAR MATERIAL LENGTHS WALL SECTION S4 TO FROST DEPTH 'a. SEE FULL EXAMPLE �'I� (4'-0"MINIMUM) m HEIGHT WALL SECTION S7 FOR REINFORCING � 10'-6"@ 8"WALL � 10'-6" � 8"WALL � 13'-6"@ 10"WALL 13'-6" @ 10"WALL � 10'-6"@ 8"WALL� 10'-6"@ 8"WALL � 13'-6"@ 10"WALL 13'-6"Qa 10"WALL z = � ;; � � � — o � = o z � :��' �,� c� � _ �3 EX14MPLE ,2� �ss�,.,;. �. z = � � J (� - J — o � W �,,� LL S }° EXAMPLE '3' 2016 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev • '• GUIDELINE DRAWINGS S�OOP DETAIL Project: �� CI Concrete Inc. :�175 Isanti Street NE City: State: MN z�P: '�o1h0r�°:��°s�;�e4 Blaine, MN 55449 Project Number: s.001 Plymouth,MN55441 Drawing Date: Januarv 1,2o16 C � � Tel 672-708-3572 CI i ent: www.hanson rou mn.com Sheet: 15 of 15 O COPYRIGHT HANSON GROUP LLC 2016 , � ___ �xiSTING R�SID�NC� -" - '�. Planting � - Detail . .._.. 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Address:�58 6RIDG�WRT�R and are not to be used as wor�cing drawings or reproduced in any way nate: B-II-I6 phpr�e; without the written permission of Minnesota Green landsc ing Inc. Plan#: Revision#:�LRevision Date:�_Z4_l(o Designed gy: S� scale: t/8"=i'0'� � 4' O g'._.._...__. 16' 24' 75$ �ri a • zo�e • o�o��1 �a�lsca�u tx�a� , ,�, . .�� ', �� i.F. �•� � �4,+' ��t .. �s�N71� �'�' � �¢.',. �:rt'i:,.T.. �sc.:;:.,: �, �,yy,. ��,.. i21 °!?.: iqW • �l�::. DATE TIME � CITY OF ORONO CALLED IN ` �'6"` 6 3 '•`�`'� INSPECTION NOTICE / scHe�u�E� PERMIT NO. 1 �6 — v�� 3v COMPLEfED ADDRESS 7 �1� Q:;��.,:��-��- (`�,,- OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTiON �� I �-��'�� c"�- _ ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING F�NAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OMINFAICOIfTRACTOR TO MEEi YW:_YE$_NO � COMMENTS: � � � S � � � f=�'�1 c-�, � n ,� �� -t oUt/'�� ^ � 0-��' � �. C �-.�i' '' ��— � 0 W � Q � � W � � , � K SATISFACTORY:PFiOCEED O PROJECT COMPLETE W ❑ RRECT W'ORK a PHOCEED ❑ISSUE CERTIFICATE OF OCCUPYINCY O ❑CORRECT WORK�LL FOR REINSPECTION TEMPOFiARY V BEFORECONERINf3 PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN Ha1RS• ❑pMpTO TAKEN INSPECTOR WILL RETIJRN O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED O INSPECTION REQl11RED.CALL TO ARRAN(iE ACCESS. Cell for the next inspection 24 hours in advance. (952) 249-48�0 OwnerlContractor on s�e: Inspector: 1� v� YYhits CopYAnspsctor's FII� C�nary CopyfSib Notfee � -�� -� DATE TIME � CITY OF ORONO CALLED IN •�,y.�, INSPECTION NOTICE SCHEDULEDI�_ �� +�� PERMIT NO.�Q�((1'G'�V�' COMPLETED ADDRESS � ��S ��l c� C i°C�� O'� OWNER TELEPH NE NO. �,f��' CONTRACTOR �l r��.-t'� ��- � �I� � � DESCRIPTION �O��JI�rC-�i ��<�; Ni�h t� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FIL�ING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNFRICONTRACTOR TO MEET • YES_NO � COMMENTS: L` ��5 -` ✓ �l�v� �S S � W a o ' S�� ' L�4,�, � '' - �a��^'�S ,l�2 r ,�/a•t - � O � � — /'e y�.lO U G 4�� UO$� �r�i7�l.c,J a�ie✓ �1_ � j'I/l G� �ic�w� �b�- ,�rr o r 7o Do�✓, � - W � � Go�r�� at O!� -+Es �ou� , J - W ❑WORK SATISFACTORY:PROCEED ❑ PRW ECT COMPLETE ��RRECT VYORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR W{LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor an site: Inspect . �""" � White CopyAnspector'a Flle C�nary CopylSk�NWfes , � s�- � � DATE' b TIME � CITY OF ORONO CALLED IN /� �/g � '�,� / INSPECTION N TICE /SCHEDULED �6—�9�(0 �� PERMIT NO. �� G-�i'� OMPL�TED � � ADDRESS �Sg � li%� OWNER TEL NE NO. �a -��d l �� CONTRACTOR �� DESCRIPTION '�v ty ❑ FOOTING ❑ DEMO-FINAL ❑ SE TIC FIN L � ❑ POURED WALL ❑ PLUMBING RI ❑ EXC /GR DING/FILLING �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 i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICODfTMCTOR TO MEET Y�OU:_YES_NO � COMMENTS: ��u'��''�� S-�7a•« •�rou� ' � do - /� � /6 - G . �I - � o , , � ��o y i HSaG• � u��c�D.t'�li�u . �- ° I'��.i d�(� - d K - W � Q � � W � J W;�A[QBKSATISFACTORV:PROCEED ❑PRWECTCOMPLETE �VO OORRECT VMORK 8 PROCEED ❑ISSUE CERTIFlCATE OF OCCUWINCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR NIFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O GTATION ISSUED ❑INSPECTIONREWIRED.CALLTOARRANGEACCESS. Cafl for the next inspectfon 24 hours in advanoe. (g52) 249-48�� OwnedContractor on site: Inspector: `�� -...:i o lw � �� ' White CopyAnspector's Fils Cmary CopyfSlb Notke �_`� � DATE TIME �� CITY OF ORONO CALLED IN 7d//—/�o 1NSPECTION N TI E�/O3� SCHEDULED �D f 3 -//� ��2L� PERMIT NO PLEfED ADDRESS �� OWNER � TELEPHONE NOT — 8 " � CONTRACTOR � �`� � DESCRIPI'ION �L�� %e-{� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL L�POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOKTRACTOR TO MEET 1POU:_YES_NO y COMMENTS: � _ � ,��,r�. � [.��-, � �t. t �-� � �-t.. 1 c —�� 0 ('.�,y �T'C i�� 1 /In � . �• - ' _ � ' w� �s- 3 �.��-� �� y, � �- � � - A n/' . 2�'..'Tc� I � L�':J J�i f � �1 •.L, � 1' , Q � - , I �r� �/ ( G :, ;z� '��, ( f�.5�� .�� ^ � �� r � ` � ' 2 � J 'CC. / •^� W � W 0C j W K SATISFACTORY`.PFiOCEED ❑PROJECT COMPLETE � CORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUP/1NCY W O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINti PERMANENT O CORRECT UNSAFE CONDITION WRHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advanoe. (g52) 249-4�� OwnerlContractor on site: Inspector: 3=•� �- White CopyAnspector's Ffls Gnary CopylSlt�Notiee Christine Mattson From: Christine Mattson Sent: Tuesday, October 18, 2016 4:16 PM To: 'Sean Walters' Cc: Roger Peitso; Monica Fadness; Rachel Dodge Subject: 758 Bridgewater Drive/#2016-01036 Foundation as-built Sean, We have received and approved the foundation as-built survey for 758 Bridgewater Drive. You may keep the waterproofing inspection scheduled for tomorrow,Wednesday, October 19th at 11 am. A copy of this email authorizing you to proceed should be kept on site with the inspection card. Christine� From: Sean Walters [mailto:sean@wooddalebuilders.com] Sent:Tuesday, October 18, 2016 11:50 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Fwd: STONEBAY FOURTH ADDITION 16-17/1 foundation as-built Sent from my iPhone Begin forwarded message: From: "Peter J. Hawkinson" <phawkinson@pioneereng.com> Date: October 18, 2016 at 11:00:14 AM CDT To: "Matt Juvrud (miuvrud@wooddalebuilders.com)" <mluvrud@wooddalebuilders.com>, Sean Walters <sean@wooddalebuilders.com> Subject: STONEBAY FOURTH ADDITION 16-17/1 foundation as-built Peter J. Hawkinson L.S. Direct Dial: (651)251-0619 Email: phawkinson(a�e,pioneereng.com 1 �� ;��' I _ D� TIME CITY OF ORONO CALLED IN INSPECTION�1 E �'�2�.� SCHEDULED Ll /� -�� PERMIT NO. �"�'/ COMP ED ADDRESS �l � L�� OWNER TEL E NO � 3 ��gS� CONTRACTOR �� `- DESCRIPTION �� '�''"�� ❑ FOOTING ❑ DE O-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z�RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOKTRACTOR TO MEET YiOU:_YES_NO v�, COMMENTS: � � r � o � � �r� � �r � — 0 Q ^ ��.� �_ � e�/l�r�.��a•ES �✓-e 2 se�l��( W � � p� j V� c� I�dG/ � K SATISFACTORY`.PROCEED ❑PROJECT COMPLEfE W ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUWINCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEAAPORARY V BEFORECdVERIN� PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours�n advanoe. (952) 249-4600 OwnerlContractor on site: Inspector: VYhits CopyMspecto►'s FIN Gnary CopylSit�Notla �' � ��---- CITY OF ORONO CALLED IN ��[�S� ; T�ME INSPECTION NO-�jC��E SCHEDULED � �' �` PERMIT NO. ' �`-'/ G �� OMPLETED ADDRESS � -� � ,' ; OWNER TE4�iF��NE N ��'J�� CONTAACTOA � �< 1�� S � DESCRIPTION " `" `� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUiLT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICOKTRACTOR TO MEET YOU:_YES_NO _ 2 � COMMENTS: �f��+^``�_5 Cor✓�c fro�t ,} ,�rDU I�,Q 4 � wt - G �L� !�4 � Da - 0 � �1Ia !�S — � _�sl� �1i�lvl5�-t .l • �/ � �� - - � �K�y� �[/�� e�(o� ✓r wt -�-- Gvr��5�.o Q 2 �Q� .�-� O-� .�G�►r✓'�� vu C [(�2� — W '`� � � e�� OK ` �o � vccb� 1�� Ql�2� W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � RRECT YMORK 8 PROCEED O ISSUE CEATIFlCATE OF OCCUPANCY 0 ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REIURN ❑5TOP ORDER POSTED.CALI INSPECTOR O CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Catl for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: � White CoPYAnspeetor's FlN Can�rY CoPylSlte Notks , �^ �-- `�-� �, CITY OF ORONO cnLLED IN - /��A��! ��O T�ME �M INSPECTION T10E scH�uLED ��'Tb l PERMR NO. U! -D _ PLqeg; . ADDRESS �� NNER ELEP NO. � � �� `�� CONTRACTOR � �'' DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q �MING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICOKTRACTOR TO MEET YWJ:_YES._NO �Z _ /07-� " I� _ COMMENTS: �l�✓� � --�r s r � ' _ o � ' c � � '� ��c�r� or e ar - � � /'pv � L ✓ Gw� e4r� �i W • Q �,C�a(( ��.. L ,L. 60i,,,,�, an ��_�� ' � Z �3� �/bv�i?�Gopy d� tc��u ec� a��.��ti �...� � � �- � �rM ' � �c�v ' �r.�cc�ar L�� .r.� /d " -� � ��.�L�c B�9t in- y.�✓¢�c - � ❑WOIi TISFACTORY:PROCEED /� �/� O PROJECT COMPLETE W�RRECT WORK�PROCEEDLO✓.�C��.�� ❑ISSUE CERTIFlCATE OF O(xUPANCY � ❑C O R R E CT W OR K,CALL FOR REINSPECTION � �— TEMPORARY V BEFORECdVERIN(3 �✓ PERMANENT ❑CORRECTUNSAFECONDITIONWITHiN HOURS. p prypTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. can ro�a�e�Xt i��o�,Za no„�in ea�►e�. (952) 249-4600 ownerlContractor on site: Inspector: , /►;,� r WMM CaPYAnspecto�'s FlN C�nary CopylBib Noda �� —� D TE TIME CITY OF ORONO CALLED IN /� l7 ==P� INSPECTION NOZIC�F�/,�� SCHEDULED � PERMR NO. �J �a COM LETED ADDRESS �-� � � pWNEp P NO. - �5 Z-� CONTRACTOR � r^�`''� � DESCRIPTiON /2��f L �y ❑ FOOTING ❑ DE -FI L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNOATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL i OWNERlCONTRACT�R TO MEET YW:_YES_NO � COMMENTS: � o ^ � ` �' � . � �� - s�. � ° - � � � � � W � � � W � W � � � tdit WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE W CORRECT VMORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H��• ❑ p►�pTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl forthe next inspectfon 24 hours in sdvance. (952) 249-4600 OwneNContractor on sjte: �nspect«: !� �% `� White CuPYAnapecMr's FlN C�nary Cop�lf8lb NWNx � �/ � � � DA TIME V �rITY OF ORONO CALLED IN a-�� q�ISPECTION N SCHEDULED �—�—17 PERMR NO. �� MPL�TED — ADDRESS l l/`e- OMINER TELE NO. °��a l�� CONTRA�p � ��-"-'w , ��' DESCRIPTION w`' ❑ FOOTING ❑ DEMO-FINAL ❑ PTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT r FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W�AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIREMOVAL _ v� ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMfNERlCOKTRACrOR TO MEET YCU:_YES_NO � COMMENT� ��. �„�� - a�a�-t� � 3/p��r �v�� ' /�e SlcGfJ — l�� f-�as� O � �s�C T� 6� �Q/'A�Gob/l R`el��S D�'C �f A�C�Ct�.f � C3� ��`�/ 1� �� 1; �-<< �rt��rad-�► �� J/ � �►'�-C r�� iwHa��! � Q e�cl �c 2� �S n. � e � � I°��v�� s�f ��e.o ��s��' /�4�c �l,l w.;/-Sr-., � � h � G� �♦ ziFa � � veJeo� cr.� qap� � .a ✓ C .��aor ��= 5,4�-� c o W ❑WORK SATISFACTORY:�ED O PROJECT COMPLETE � ❑OORRECT WOF�C 3 PROCEED p 0/-!`Q�^f-O ISSUE CER'TIFlCATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR�SPECTION ��" TEMPORARY �'G V BEFORE CdVERINO 5�rv�r PERMANENT��`, G7/sKr �CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN �/f�s �� INSPECTOR Wlll RETURN ❑GTATION ISSl1ED � ❑STOP ORDER POSTED.CALL INSPECTOR �G�SPECTION REOUIRED.CALL TO ARRANGE ACCESS. / � caN ror n�e�ext inspe�tion 2�n�rs�sdveno.. (952) 249-4600 ownerlcattractor on site: �nspeclor: Whib CopyMsp�ctor"s FlN C�mry CopylSib NoUcs � � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED p�— l� PERMIT NO. ��, -�� coM ED ADDRESS OWNER TELE N NO.��'�� '��a 9 CONTRACTOR ��- �� ' � � � DESCRIPTiON � � �� ty ❑ FOOTING ❑ DEMO-FIN L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET Y�U:_YES_NO � COMMENTS: � r o► � !� ' 0 � � ' � 3 �--1:� c.�� .� ° y s-�e.�� d , W � �/' '��.� S a �.G/` � Q / 2 6 � 1 - � r/1 r'w,h� ,/`�:�- �`a's✓ • � W � � �I1. � � ❑W'ORK SATiSFACTORY:PROCEED �RW ECT COMPLETE �� W ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR NIlLL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspectfon 24 hours in advanoe. (g52) 249-4600 OwnerlContractor site• ��: �b� L WhiM CopYAnspector's File C�nary CopYfSiM Notice 4 �'� `-+7' l BUILDING LEAKAGE TEST Date of Test: 1/31/17 Technician: Jeff, Riccar Heating and Air Conditioning Test File: Wooddale 758 Bridgewater Customer: Wooddale Builders Building Address: 758 Bridgewater Long Lake, MN Minnetonka, Phone Test Resuits 1. Airflow at 50 Pascals: 849 CFM ( +/-3.3%) (50 Pa= 0.2 w.c.) 1.44 ACH 0.23 CFM per ft2 floor area 2. Leakage Areas: 91.6 in2 ( +/-8.5 %) Canadian EqLA @ 10 Pa 50.Oin2 ( +/- 14.4%) LBLELA@4Pa 3. Minneapolis Leakage Ratio: 0.19 CFM50 per ft2 surface area 4. Building Leakage Curve: Flow Coefficient(C)= 74.4 ( +/-23.4%) Exponent(n) =0.622 (+/-0.066 ) Correlation Coefficient= 0.96807 5. Test Settings: Test Standard: = CGSB Test Mode: = Depressurization Equipment= Model 3 Minneapolis Blower poor, S/N 1 Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 67.3 CFM 0.11 ACH 22.4 CFM per person (using bedrooms+ 1) 2. Estimated Design Infiltration Rate: Winter: 90.3 CFM 0.15 ACH Summer: 46.3 CFM 0.08 ACH 3. Recommended Whole Building Mechanical 58.7 CFM Ventilation Rate: (based on ASHRAE 62.2) Cost Estimates 1. Estimated Cost of Air Leakage for Heating: $ 57 per year heating 2. Estimated Cost of Air Leakage for Cooling: $ 5 per year cooling : y . BUILDING LEAKAGE TEST Page 2 Date of Test 1/31/17 Test File:Wooddale 758 Bridgewater • Building Conditions Inside Temperature: 65 deg F Heating Fuel: Gas Outside Temperature: 35 deg F Heating Fuel Cost: $0.68/ccf #of Stories 2.0 Heating Efficiency: 92.00 Heating Degree Days: 7981 Wind Shield: M Cooling Fuel Cost: $0.115/kwh #of Occupants 2.0 Cooling SEER: 13.0 Cooling Degree Days: 330 #of Bedrooms: 2.0 Volume: 35262 ft3 Ventilation Weather Factor. 0.97 Surface Area: 4417 ft2 Energy Ciimate Factor: 17.0 Floor Area: 3618 ft2 Design Winter Wind Speed: 9.0 mph Design Winter Temp Diff: 82 deg F Design Summer Wind Speed: 7.0 mph Design Summer Temp Diff: 14 deg F Comments ♦ BUILDING LEAKAGE TEST Page 3 Date of Test: 1/31/17 Test File:Wooddale 758 Bridgewater � Data Points: Nominal Temperature Building Fan Pressure Nominal Adjusted Fan Baseline Pressure(Pa) (Pa) Flow Flow % Error Configuration Std Dev(Pa) -0.6 n/a +/-0.10 -50.2 210.6 860 835 -0.5 Ring B -44.3 191.3 820 796 2.7 Ring B -40.1 152.1 732 710 -2.3 Ring B -34.6 127.4 670 651 -1.6 Ring B -30.7 111.1 626 608 -0.6 Ring B -20.0 85.8 550 534 15.2 Ring B -21.1 57.0 450 437 -8.9 Ring B -15.6 35.9 357 347 -11.6 Ring B -1.7 n/a +/-0.40