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2017-01341 - new structure
CITY OF ORONO �I�11 � i I1 I � �HMI 41 * 2750 KELLEY PARKWAY DATE ISSUED: 01/12/2018 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1020 MOONEY LAKE DR PIN : 25-118-23-41-0012 LEGAL DESC : MOONEY LAKE PRESERVE : LOT 3 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY VALUATION : $ 1,050,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 6,464.92 HENDEL HOMES STATE SURCHARGE(VALUATION) 520.00 15250 WAYZATA BLVD. TOTAL 6,984.92 SUITE 108 Payment(s) WAYZATA,MN 55391- CHECK 7005 6,984.92 (612)998-2167 • Minnesota State License#: BUIL-BC192308 OWNER BPS Properties,LLC STICKNEY,C/O GEORGE 201 EAST LAKE STREET WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. plicant P rmitee S g�"nature Date Issued By Signature Date City of Orono Building Permit Application for New Structures or Additions Mailing Address: �/ -cl 3[l I QAA,> PO Box 66 Permit number: ` `w0 Crystal Bay, MN 55323-0066 ;1 R� Date received: /0:I:II I l� Received by: StreetAddress:' 4 2750 Kelle Parkwa s. Y Y t Plan review fee: 14.41 g0,2 X) c? Orono,MN 55356 �`ikESHo --t Main: 952-249-4600 Total Fee: oft��t Fax: 952-249-4616 www.ci.orono.mn.us .SCYOW um** red, � This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: /116r4 / Job Site Address: 70Oo festa_ c G � Gi Will this be a Parade of Homes, Remodelers Sho case Home or other Display Home? ❑Yes J71'Jo If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP CANT INFOR ATION: Name: ‘,.,1-,State License# alibi� l/J;� Expiration Date: Phone: (cell ,k7. "' D - i - - (office) ' -SOS/- �� Mailing Address: Z __ _ '/�J, ,. L 0 - (�.- Ci 1(i ZA4Gc._ ZIP: 39 1 Contact Person: l I Applicant is: ontract / Homeowner (Circle One) Email and/or Fax: g f11-eiseh eti., 1-1 _14 de t norrteS • cdm PROPERTY OWNS NFORMATION:_ , Name: �x�'1 M c©' 4 t`�G!'�e-(.L•e- ,ca-ba to Phone(day): es?: 3f6 0 MA,- ' , e Cityl. /2/044-4 ZIP: b�514fZ! /Email end/or Fax r y -q, Mai pn r p Jp i per( • coo, a ARCHITECT/ENG! R INF• -MATION: �.y� / Name: �f-Zo-�jieo/'ia/r/lS"�'63 Phone(day): 2 Z c% Address: 2Cf `yr • >C CL/ ,- ZIP:56-oeL Email and/or Fax: D1?0 C'C?11bl'Pa't/1pr^ kC4me:IS • corn PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& _/ Water Supply 12 New Construction i2rSingle Family with El Accessory Bldg./Garage El Addition attached garage El Deck El Public Sewer El Accessory Building ❑ Single Family with ❑Office/Commercial El Relocation detached garage 21-Residence 1290.rivate Sewer El Other:(specify) El Multiple Family/Condo El Retaining Wall(s) ❑Public 4-feet or greater El Public Water **Any earth movement may require El Commercial El Storage MCWD review&permits. El Industrial El Warehouse Private Well Minnehaha Creek Watershed District(MCWD) El 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) $ 06 CVO Packet Last Updated: August 2015 Page 21 STRUCTURE INFORMATION: 1.Structure Dimensiions 1.Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= g)y /' 11 n Number of bedrooms= c (OP•C v a n7, y -yam c " / c� a, „ rsrns L / b.Wdth(ft.)= /0 f— 'i Number of garage stalls: 0 M ,iii, Areas In square feet Attached= 0 MerT y 094 ! dr -/'/on ❑P Bldg. c.Basement= '-.30A-3-.)'-.30A-3-.) Detached= ElICF �6 l5 /_' /f"3 d.1+'Story = 0 0 On-site Prefab e.2nd Story= Q Off-site Prefab 1. %Story = ❑Other(please specify): g.Total Area= 1 REQUIRED SUBMITTALS: 1 All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable '1 ■ ■ Building Permit Escrow Agreement and Fees '/ ■ ■ Plan Review Fee 4 ■ ■ Completed Application Form F7 ■ ■ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set P ■ ■ Minnesota State Energy Code Calculations and Mechanical Code Requirements 'r' ■ ■ Survey—2 full size,to scale(meeting ALL survey requirements) ■ ■ Hardcover Calculations y ■ U Septic System Certification _ ■ ■ Minnehaha Creek Watershed District(MCWD)Permit or Y Documentation from MCWD stating no_permit is required ■ ■ Landscape Walls and/or Retaining Wall Plans ■ A■ Stormwater Pollution Prevention Plan(SWPPP) II ■ Access Permit '1' ■ ■ 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$600; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application Is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data Is information which generally cannot be given to either the public or the subject of the data. Our purpose and Intended use of this Information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be Issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy Is requested,a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site Improvements. Applicant's Signature: Date: 10))'210-,:.11 Owner's Signature: 1 Date: 1 0/ I 3 17 Packet Las!Updated:August 2016 Page 22 Builder Acknowledgement Form Permit #2017-01341 / 1020 Mooney Lake Drive Builder Representative Name: 17-17-4e----- 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 4A/4- 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. Biologs should be installed in swales after grading is complete to limit potential for erosion prior to establishment of vegetation. Erosion control blanket should be installed on all slopes of 3:1. 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.. No underground sewer within 20 feet of well. 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. Drainage and Utility Easements should be revised to adequately cover stormwater management facilities used to meet governmental requirements, including access to the outlet control device. The culvert indicated under the driveway to direct flow to the entrance rain garden should have a minimum 12" diameter to limit potential for clogging. The proposed contours on the west side of the entrance rain garden should be revised to ensure runoff does not bypass the facility. A minimum 12" depth in the swale should be provided leading to the rainridr- garden to limit potential for bypass. The proposed contours on the north size of the east rain garden should be revised to ensure runoff does not bypass the facility. The 995 contour should be indicated closer to the rain garden to eliminate potential for bypass. w:\street files\mooney lake drive\1020\builder acknowledgement form 2017-01341.docx Record drawings of stormwater management facilities used to meet governmental requirements should be submitted upon complete of project. A Maintenance Agreement for stormwater management facilities used to meet governmental requirements must be submitted. The agreement should define maintenance responsibilities following completion of project and specify types of frequencies of inspection and maintenance activity. A report should be submitted annually to the City and the MCWD briefly outlining inspections and maintenance performed during the year. 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 approved prior to construction. Consideration should be given for earth overflows reinforced with Turf Reinforcement Mat in lieu of the proposed 0.5"weirs for the rain garden outlets. The basins appear to be sized adequately to accommodate a larger outlet and the earth overflows may appear more aesthetically pleasing than hard infrastructure. In addition,the larger outlet would provide for less concentrated flow and thus less potential for erosion. w:\street files\mooney lake drive\1020\builder acknowledgement form 2017-01341.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / A-fDDITIONS Address: 620 1" 1 ( L31 lb I) Permit No.: 2017 - 01 'I 111 0'bl� Description of work: N 14 - Date Rec'd: 10'11' 17 P 4 '1 Wti I '7 5-e l G Date Approved: /0/14 /17 Septic review by: < �< .' r6 Zoning review by: j 1 ,• 1. 2:7---11 Date Approved: Building review by: A L LiiT1..., Date Approved: it.2oV7 Grading review by: 'II jl l NOW (_ A(Ofl Date Approved: 11' r 1 Zoning District: Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution I NA Zoning: Lot Area: 23111 lb diti/AC Width: Structural Coverage: N/1' SF ok 1 I L-2-4-t Survey Submitted: /Yes 17 No Date of Survey: t d '5 'I Revised date(?):I•I'1 • t Landscape plan submitted? es Landscaper: 1 � ID No/ None proposed Proposed Setbacks: / Fr t(Lake) R�Street) 0 S E W ) ( N SS E W ) Other Buildings Wetland Side gide J /I 5 300 /tet ' Z'Q Bu Building Ivo/15,16; Hei_ght Analysis: LOI Distance Between First Floor and defined Top of Roof* (See"building height" (a) definition): 27.5 First Floor Elevation (from building plans): (b) LOO(p,35 Highest Existing ground level (per survey) or 10' above lowest ground level, (c) whichever is lower: Difference between (b) and (c)*: (d) 2-, DEFINED HEIGHT '41-highest existing-adjacent-grade-is above-FFE-Height is fa)-(d): (e) 21 gc *If highest existing adjacent grade is below FEE-Height is(a) +(d) ' ✓ Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes No Permit Number: 0 Yes 0 No 0 N/A 0 Yes o 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) 52.0clo 0 Yeso 0 Yes "No 0 2 3 4 5 tea/ wis sc. Type(s): Type(s): SCANNED Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Char•ed YES NO Aim,. _•., ,* , fly Plan Review or- e Investigation Fee Other(specify) Square Footage $per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ / OS D(l)d Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing 0 Grading/Filling Xf, Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace ❑ Water Connection 0 Framing 0 Other(specify) 0 Masonry 0 Sewer Connection Z(Waterproofing/Drain tile Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing Septic )51. Insulation As-Built Survey Final Lathe Required State Permits O Other(specify) Well Electrical REMARKS (in-house): CANNEL./ OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx 6,ce/it e",a / C:p0 prto rna, ( Q P y rip., to t✓I a n c .— ple4 yr ;04 e e. 14:3'‘1Q/ c7/t"''cWa( a COPY Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd.NE,Hanover,MN 55341 (763) 498-8779 Fax (763)498-8290 October 17,2017 Hendel Homes 1020 Mooney Lake Drive Orono,Hennepin County This on-site Sewage Treatment System is designed for a Type 1 five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saturated soils were located at 12-16 inches(mottled soil).Due to the periodically saturated soils,a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent.The bottom of the treatment area must be located at least 3'above the saturated soils.This system is designed with 6 inches of rock. The future site is dual rock beds using gate valves for unlevel pressure distribution. All neighboring wells are greater than 100'from proposed treatment areas. The soils at a depth of 12"have a percolation rate averaging 3 MPI. A 2250-gallon combination septic tank needs to be installed. All new tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs must be installed on the end of the laterals for maintenance. A 1300-gallon pumping chamber will need to be installed to lift the effluent to the treatment area.The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure.A warning device must be installed with light and sound devices;this is in case of a pump failure.A flow measurement device must be installed.Including but not limited to a water meter,event counter,running time clocks or electronically controlled dosing. Nothing other than tray water,(laundry,showers,etc.)Human water and toilet tissue should be disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be used;they may cause harmful damage to your septic system.It is recommended that you pump the tank every year for I septic tank,every two years for two septic tanks. Sinc , Joseph J.Olson N. 1 \\ Ill 1 i 1 i - 11 \ \ ''' K pity, 1 1 �/ �\ / g" / \ 1 \ •,•><...,, ‘ n> / 1 \\ �.'`J/ / /./ '/ ; ` •\ ..--- - L \ \ / r � , 1 \ / \\I\• / / �r. //i .4 ; \ A \ / / \ 1 / _41. 1X 11 �/. %I r t/ iIF — �_ 1�/ 1 \ /' /I 7/ / / r iit \ \ .i/ // �� \ V 1 •_ o q I - ' ' / \I \4.--.41,, lie?\ \ \ / ''� 1 F.. I / ‘ / R `�' \ \ \ IA/ r // .' / \ \ �` \ , / - -7 i . ,/f.. /0•Ao//' /// 1 .. ,, ''' ,. - ..01", r" / /A .1 .1405,..gx 6 •.' , ri,„ f , -y lb.,.. .,, lkNo,--47/94• 440 Ali, '• , ..t 'gip '‘.•. ' ,0 :. ,..." - -,10- z // t- •,!:1 ' . A -:,1111* ' .1,--- ..... Y 1 / / 7.,3,,,..v..‘: 1 i / \....._.\„\t 1 ,. , �',� r-) 1a.; 0, j \ /� 4. 1 `..1, Nlik,-..,„/ :..1/1. iyiefi 1 ‘ - / / 1 \ ‘e4 V 4 lli-.. 0)3 NI 000rt, ..:._ .., _ • ,/giilk... . % "4/3" , Sk , • ‘ l'22k VOli ,,,s ,. . / ,.:',1 .. ' . N ''' ;,.....07 • ': . ..... ,,,‘ ' , • \\ , \ 'S . \'4 / 4 - ' ' ..'.. ...../ \ \� \ J / c/ / \ s ca 5 t 1 t `\\\\� . 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R I, 1 ° 1 l'iii .1f A '74. 1 , 1 • -.. lit] It -1, A • ,, 3 ian) { , di J it it g 0 —~ Z. • ; ti. i i :fi,„ . ?PrI i8 s t i► r I la m LAfi i '...- a 2011 purple code Mound Design www.SepticResource.com (vers 15.2) Property Owner: Mendel Homes Date: 10/17/2017 Site Address: 1020 Mooney Lake Drive PID: 2511823410012 Comments: Primary Site instructions: =enter data =adjust if desired = computer calculated- DO NOT CHANGE! )) 5 bedroom Type I Residential System 2) 750 GPD design flow 3) Yes Garbage disposal or pumped to septic 50%larger tank with multiple comp/tanks 4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank(design size / LUG req'd) Tank options: none 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed 6) 10.0 ft rockbed width 63.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8) 3 laterals 61.0 feet long 21.0 perfs/ lateral 63 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size a spacing, a pipe size on line 12, max perfs/lateral= r7-1, line#8 must be less--> OK 10) 4.0 doses per day (4 minimum) ))) 188 gallons per dose (treatment volume) 2.00 5x 12) 2.00 inch diameter laterals must be used to meet"4x pipe volume"requirement 2.00 3x 13) 65 feet of 2.0 inch supply line leads to 11 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14) 199 gallons TOTAL pump out volume (treatment+drainback) 15) 17 feet vertical lift from pump to mound laterals, leads to a: 16) 36 GPM @ 25 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 750 gal Dose tank (code minimum) 1300 gal Dose tank (design size / LUG req'd) at 25.49 gpi leads to a 18) 7.8 inch swing on Demand float, or timed dosing of 5.5 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) 20 inches from bottom of tank to"Pump ON"float,or 12 inches to"Timer ON"float if time dosed 21) 23 inches from bottom of tank to"Hi Levet"float, or 33 inches to"Hi Level"float if time dosed 22) 714 gallons reserve capacity (after High Level Alarm is activated) 23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 24) 3 percent site slope (0-20%range) 3 (%downslope site slope, if different than upslope) 25) 12 inches, or 1.0 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a: 26) 24 inch, or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths(topsoil beyond rockbed)of: 29) 4:1 upslope ratio 14 ft. upslope berm 30) 3:1 sideslope 13 ft. sideslope berms 31) 4:1 downslope 21 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed 45 ft. wide by 89 ft. long Mound footprint 4" inspection pipe 18" cover on top Upslope berm 14 a Downslope berm 21 12" cover on sides (6"loamy cap&6"topsoil) 2.0 Clean sand lift __ I 1.0,1__Depth to Limiting Limiting Condition _" __ ___ Absorption Width f 27.0 I__"_` —— _ Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed 33) Rock Bed: 10.0 ft. by 63.0 ft. by 6 inches under pipe, plus 20%gives 21 yd'or*1.4= 29 ton 34) Mound Sand: (note:volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 48.2 up + 74.2 downslope + 12.1 ends+ 50.2 under rock= 222 yd'or*1.4= 310 ton plus 20% 35) Loamy Cap: 41 ft. by 85 ft. 6"deep, plus 20%gives 78 yd°or*1.4= 109 ton 36) Topsoil: 45 ft. by 89 ft. 6"deep, plus 20%gives 89 yd'or*1.4= 125 ton I hereby c tify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty Olson"s Soil E Perc 810 10/17/2017 signer Signature Company License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: none ou7b Larger tank wain muttlpte compi tanks 1300 gallon Dose tank (minimum) at 25.49 gpi 36 GPM® 25 ft. of head, Pump required 7.8 inch swing on Demand float which translates to roughly 4.9 inches of float tether length if time dosing is required--> 5.5 minutes ON time ft 9 hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed 65 ft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed"manifold to control drainback) 24 inch, or 2.0 ft. Sand Lift Mound 10.0 ft.wide by 63.0 ft. long Rock bed 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing 7/32 inch perfs 3.0 ft. perforation spacing No Effluent fitter&alarm 3 clean out&valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downslope (sand beyond rockbed,minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upslope ratio 14 ft. upslope berm 3:1 sideslope 13 ft. sideslope berms 4:1 downslope 21 ft. downslope berm 4"inspection pipe 18" cover on top Upslope berm 14 Downslo a berm 21 12" cover on sides —� s---� (6"loamy cap&6"topsoil) 2.0 Clean sand lift _ _ 1.0 Depth to Limiting Limiting Condition ------ ______ Absorption Width 27.0 ------------------- Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed Rock Bed: 21.0 yd'or*1.4= 29 ton 6 inches under pipe Mound Sand: 222 yd'or*1.4= 310 ton calculation based on 3:1/4:1 slope from top of rockbei Loamy Cap: 78 yds or*1.4= 109 ton 6"deep Topsoil: 89 yd or*1.4= 125 ton 6"deep INSPECTOR CHECKLIST - mound ZULU Mooney Lake Drive nWELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES setback: 10'to everything Road setback: platted: 10'prop line. Metes Et bounds: out of road easement, or outer ditch. LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE . Protected wetland . Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure se 10'to bed,tank Ft sewer line. (else sewer line> 12"below) Sewer line Ft baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8') (no depth rep's, clean out every 100', Sch 40 pipe) FT Septic tank and risers (water tight, insulated, proper depth,existing verified by pumping) mfu 2250 gallons none Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. _ No effluent filter Et alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 1300 gallons n dose pump 36 gpm 25 head VERIFY PUMP CURVE 5.5 min ON 9 hr OFF C float setting drop 7.8 inches at 25.5 gpi "DESIGNED" 4.9 inches approx float tether length 199.0 gal dose divided by gpi "INSTALLED"= inches float drop(field corrected _ LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade- 30"max. J-hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. _ splice box / control panel /electrical connections _ flow measurement: CT, ETM, time dosed, home water meter _ mound absorption area rough up mound rock dimensions 10.0 X 63.0 Sand lift depth 24 inches. (Jar test: 2"sand leaves< 1/8"silt after 30 min) ElAbsorption Sand beyond rock 0.0 upslope 17.0 downslope U Bermed topsoil beyond rockbed 14 upslope 13 sideslope 21 downslope cover depth of 12-18"+ VERIFY _ 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe fx fittings) 3.0 ft lateral spacing 7/32 inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY _ clean outs (no hard 90's) 4"inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary Re-use existing tank certification _ monitoring plan and type well abandonment form - if necessary benchmark /, - - - SHWT / Mound r (Grade elevations are existing. If a loamy cap different final grade is desired it should lateral be shown and described here.) t bottom rock grade (at upsiope rock bed) SHWT (at upsiope rock bed) f i ti — _______ r- -0 r T____ A-----0-c II I C7 7 7 7 Sewer pipe exiting house Septic Tank Septic Tank (if applicable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom 2011 purple code Mound Design www.SepticResource.com (vers 15.2) Property Owner: Hendel Homes Date: 10/17/2017 Site Address: 1020 Mooney Lake Drive PID: 2511823410012 Comments: Future Site instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! 1) 5 bedroom Type I Residential System 2) 750 GPD design flow 3) Yes Garbage disposal or pumped to septic 50%larger tank with multiple comp/tanks 4) 2250 Gat Septic tank(code minimum) 2250 Gal Septic tank(design size / LUG req'd) Tank options: none 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed 6) 10.0 ft rockbed width 63.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8) 3 laterals 61.0 feet long 21.0 perfs / lateral 63 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size a spacing, a pipe size on line 12, max perfs/lateral= 1701, line#8 must be less--> OK 10) 4.0 doses per day (4 minimum) 11) 188 gallons per dose (treatment volume) 2.00 5x 12) 2.00 inch diameter laterals must be used to meet"4x pipe volume"requirement 2,00 3x 13) feet of 2.0 inch supply line leads to ##### gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14) ######gallons TOTAL pump out volume (treatment+drainback) 15) feet vertical lift from pump to mound laterals, leads to a: 16) 36 GPM® ##### feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 750 gat Dose tank (code minimum) 1300 gal Dose tank(design size / LUG req'd) at 25.49 gpi leads to a i8) ######inch swing on Demand float, or timed dosing of ##### min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) ##### hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) ######inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed 21) ######inches from bottom of tank to"Hi Level"float, or ##### inches to"Hi Level"float if time dosed 22) ######gallons reserve capacity (after High Level Alarm is activated) 23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio ';2.7 24) 10 percent site slope (0-20% range) 10 (%downslope site slope, if different than upslope) 25) 12 inches, or 1.0 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a: 26) 24 inch, or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: 29) 4:1 upslope ratio 11 ft. upslope berm 30) 3:1 sideslope 15 ft. sideslope berms 31) 3:1 downslope 21 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed 42 ft.wide by 93 ft. long Mound footprint 4" inspection pipe 18" cover on top Upslope berm 11 { Downslope berm 21 N 12" cover on sides (6"loamy cap&6"topsoil) 2.0 Clean sand lift 1.0 1 Depth to Limiting Limiting Condition — ------------ - _ Absorption Width I 27.0 (`-----*---------_—_ Note: For 0 to 1%slopes,Absorption Width is measured from the Bee/equally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the &d. 33) Rock Bed: 10.0 ft. by 63.0 ft. by 6 inches under pipe, plus 20%gives 21 yd'or*1.4= 29 ton 34) Mound Sand: (note:volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 40.5 up + 110.6 downstope + 17.8 ends+ 58.3 under rock 273 yd3 or*1.4= 382 ton plus 20% 35) Loamy Cap: 38 ft. by 89 ft. 6"deep, plus 20%gives 76 yd'or*1.4= 106 ton 36) Topsoil: 42 ft. by 93 ft. 6"deep,plus 20%gives 87 yd'or*1.4= 122 ton I hereby c ify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty Olson"s Soil Et Perc 810 10/17/2017 esigner Signature Company License# Date Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Mooney Lake Preserve Date 3/11/2015 Property Address/PID: Lot 3, Blk 1 Soil Survey Information ❑ refer to attached soil survey Parent mad's: E] Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: E Summit ❑ Shoulder E i Side slope ❑ Toe slope soil survey map units: L22C2 slope 3-8 % direction-Lineal Soil Log#1 QQ Boring ❑ Pit Elevation 1002 Depth to SHWT 14" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil <35 10yr4/2 Loose Loose Single grain 8-14 Clay Loam <35 10yr5/4 Firm Strong Blocky 14-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: Lot 3,Blk 1 Soil Log#2 0 Boring ❑ Pit Elevation 1002 Depth to SHWT 12" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Loose Single grain 6-12 Clay Loam <35 10yr5/4 Firm Strong Blocky 12-20 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic loose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35-50 firm moderate prismatic platy >50 massive rigid strong Lot 3,Blk 1 Soil Log#3 Q Boring ❑ Pit Elevation 998 Depth to SHWT 16" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Loose Single grain 6-16 Clay Loam <35 10yr4/3 Firm Strong Blocky 16-24 Clay Loam <35 10yr5/4 10y4/8,1-6I10y Firm Strong Prismatic loose loose <35 single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive loose loose <35 single grain 35 50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive I hereby ce this work was completed in accordance with MN 7080 and any local req's. Rusty Olson's Soil &Perc 810 resigner Signature Company License# Lot 3, Blk I Soil Log#4 0 Boring ❑ Pit Elevation 998 Depth to SHWT 16" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Loose Single grain 6-16 Clay Loam <35 10yr5/4 Firm Strong Blocky 16-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic loose loose <35 single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Lot 3,Blk 1 Soil Log#5 Q Boring ❑ Pit Elevation 1001.3 Depth to SHWT 14" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Loose Single grain 6-14 Clay Loam <35 10yr413 Firm Strong Blocky 14-20 Clay Loam <35 10yr5/3 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby cert. is work was completed in accordance with MN 7080 and any local req's. Rusty Olson's Soil testing 810 signer Signature Company License# Soil Observation Log wtirw.SepticResource.com vers 12.4 Owner Information Property Owner/project: Mooney Lake Preserve Date 3/11/2015 Property Address/PID: Lot 3, Blk 1 Soil Survey Information ❑ refer to attached soil survey Parent matl's: Q Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: El Summit ❑ Shoulder 0 Side slope ❑ Toe slope soil survey map units: L22C2 slope 3-8 % direction-Lineal Soil Log#6 Q Boring ❑ Pit Elevation 996 Depth to SHWT 14" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Loose Single grain 6-18 Loam <35 IOyr5/4 Firm Strong Blocky 18-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Hendel Homes Date 10/14/2017 Property Address/PID: 1020 Mooney Lake Drive Soil Survey Information ❑refer to attached soil survey Parent matt's: El Till ❑Outwash ❑Lacustrine ❑Alluvium ❑Organic ❑Bedrock landscape position: ❑ Summit ❑Shoulder Q Side slope ❑Toe slope soil survey map units: L22C2 slope 10 % direction-Linear Soil Log#7 Q Boring ❑Pit Elevation 995.0 Depth to SHWT 14 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr4/2 Loose Moderate Blocky 4-14 Clay Loam <35 10yr5/4 Friable Strong Blocky 14-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: . 1020 Mooney Lake Drive Soil Log#8 Q Boring ❑Pit Elevation 997.7 Depth to SHWT 16 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Moderate Blocky 6-16 Clay Loam <35 10yr5/4 Friable Strong Blocky 16-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Friable Strong Blocky <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 massive rigid strong 1020 Mooney Lake Drive Soil Log#9 0 Boring ❑ Pit Elevation 999.8 Depth to SHWT 14 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr4/2 Loose Moderate Blocky 4-14 Clay Loam <35 10yr4/3 Friable Strong Blocky 14-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Friable Strong Blocky loose ose <35 friable weak single grain 35-50 granular blocky firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 single weak 35-50 granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby cert this work was completed in accordance with MN 7080 and any local req's. Rusty Olson's Soil&Perc 810 esigner Signature Company License 14 . 1020 Mooney Lake Drive Soil Log#10 El Boring ❑Pit Elevation 999.8 Depth to SHWT 12 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr4/2 Loose Moderate Blocky 4-12 Clay Loam <35 10yr4/3 Friable Strong Blocky 12-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Friable Strong Blocky <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive 1020 Mooney Lake Drive Soil Log#11 0 Boring El Pit Elevation 999.7 Depth to SHWT 14 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr4/2 Loose Moderate Blocky 4-14 Clay Loam <35 10yr4/3 Friable Strong Blocky 14-24 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Friable Strong Blocky <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive I hereby cert t 's work was completed in accordance with MN 7080 and any local reg's. Rusty Olson's Soil&Perc 810 -signer Signature Company License# Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Hendel Homes Date 10/14/2017 Property Address/PID: 1020 Mooney Lake Drive Soil Survey Information ❑refer to attached soil survey Parent mates: D Till ❑Outwash ❑Lacustrine ❑Alluvium ❑Organic ❑ Bedrock landscape position: ❑Summit ❑Shoulder 2 Side slope ❑Toe slope soil survey map units: L22C2 slope 10 % direction-Linear Soil Log#12 0 Boring ❑Pit Elevation 995.3 Depth to SHWT 14 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-4 Topsoil <35 10yr4/2 Loose Moderate Blocky 4-14 Clay Loam <35 10yr5/4 Friable Strong Blocky 14-24 Clay Loam <35 10yr5/4 10y4/8,1-6/l0y Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firmmoderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 3/12/15 Location: Proposed Lot 3, Blk 1 Hole number: 1 Date hole was prepared: 3/11/15 Depth of hole bottom_12"_inches, Diameter of hole_6" inches. Soil data from test hole: Depth, inches Soil texture 0-8" Dark Brown Loam 10yr4/2 8"-12" Brown Loam10yr5/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/11/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 10:47 11:02 6" 4.5 3.3 11:09 11:24 6" 4.4 3.4 11:25 11:40 6" 4.3 3.5 AVERAGE PERC. RATE 3.4 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 3/12/15 Location: Proposed Lot 3, BIk 1 Hole number: 2 Date hole was prepared: 3/11/15 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6" Dark Brown Loam 10yr4/2 6"-12" Brown clay Loam 10yr5/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/11/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches 1 Time Time Depth Drop in H2O Perc Rate 10:48 11:03 6" 5.5 2.7 11:08 11:23 6" 5.5 2,7 11:26 11:41 6" 5.5 2.7 AVERAGE PERC. RATE 2.7 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 3/12/15 Location: Proposed Lot 3, BIk 1 Hole number: 3 Date hole was prepared: 3/11/15 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6" Dark Brown Loam 10yr4/2 6"-12" Brown Loam10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/11/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 10:49 11:04 6" 4.7 3.1 11:07 11:22 6" 4.6 3.2 11:27 11:42 6" 4.8 3.3 AVERAGE PERC. RATE 3.2 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 3/12/15 Location: Proposed Lot 3, Blk 1 Hole number: 4 Date hole was prepared: 3/11/15 Depth of hole bottom_12" inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8" Dark Brown Loam 10yr4/2 8"-12" Brown clay Loam10yr5/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/11/15 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 10:50 11:05 6" 4.5 3.3 11:06 11:21 6" 4.4 3.4 11:28 11:43 6" 4.3 3.5 AVERAGE PERC. RATE 3.4 MPI Christine Mattson 2011-0(34 I From: Jack Distel <Jdistel@minnehahacreek.org> Sent: Friday,January 05, 2018 12:23 PM To: Rick Theisen; 'Rick Hendel' Cc: Heidi Quinn; Christine Mattson; Melanie Curtis Subject: MCWD Permit 17-529: 1020 Mooney Lake Drive, Orono Attachments: 17-529 Conditional approval letter.pdf; 17-529 Permit Review Memo.pdf Good day, After review of the Erosion Control permit application for the construction of a single family home at the above mentioned address the permit materials have been deemed adequate and the permit has been conditionally approved. The condition being the reimbursement of fees for engineer review($2,870.00). Due to the declaration made for the Mooney Lake Subdivision and the difference in the approved plans for this parcel, a declaration amendment will be required for stormwater management. This will written into the conditions of the permit upon issuance. More information about this declaration amendment will sent out at a later time depending on the issuance of the permit. Please reference the attached conditional approval letter and fee invoice for more information. Feel free to contact me with any questions or concerns. Best, Jack Distel District Representative Minnehaha Creek Watershed District 952-641-4581 (direct) 15320 Minnetonka Boulevard, Minnetonka, MN 55345 www.minnehahacreek.org/permits WATERSHED M�NNEH ED CREEK eisraIcr 1 MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Est.1967 1/5/2018 Ryan Malone ATTN: Rick Theisen, Rick Hendel 5340 Archer Lane Plymouth, MN 55446 RE: Notice of Conditional Approval for MCWD Permit Application No. 17-529, Erosion Control- Single Family Home 1020 Mooney Lake Drive, Orono Dear Applicant: The review of this application has concluded and the Minnehaha Creek Watershed District has determined the above mentioned permit application to be complete. Therefore, the application is approved with the following conditions: o Reimbursement of engineering review fees - $2,870.00 (see attached invoice) Once the above mentioned materials have been submitted and all permit conditions have been met staff will issue the permit. You are reminded that work on the project cannot begin until the permit has been issued. The approval expires one year from the date of this letter. If final municipal approval of the project results in changes to the project you must submit revised plans to the MCWD for review. Due to the approved plans for this project, a declaration amendment for stormwater management will be required to supplement the Mooney Lake Subdivision declaration. This requirement will be included in the conditions of the permit 17-529. There will be 30 days provided from the date of issuance to complete and submit this declaration amendment. If you have any questions, please contact me at 952-641-4581 or jdistel@minnehahacreek.org_ Sincerely, Jack Distel District Representative Minnehaha Creek Watershed District We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org 199119 Minnot-nn Lo Rn.da.,,rrl rlaonhmmn MN cc/01 o59_G71_r)Gor1 Gam..•aS9_/,71_11AQ . .nun. me nnahoh.rraaL nrn MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Est.1967 1/5/2018 Ryan Malone ATTN: Rick Theisen, Rick Hendel 5340 Archer Lane Plymouth, MN 55446 RE: Notice of Conditional Approval for MCWD Permit Application No. 17-529, Erosion Control-Single Family Home 1020 Mooney Lake Drive, Orono Dear Applicant: The review of this application has concluded and the Minnehaha Creek Watershed District has determined the above mentioned permit application to be complete. Therefore, the application is approved with the following conditions: o Reimbursement of engineering review fees - $2,870.00 (see attached invoice) Once the above mentioned materials have been submitted and all permit conditions have been met staff will issue the permit. You are reminded that work on the project cannot begin until the permit has been issued. The approval expires one year from the date of this letter. If final municipal approval of the project results in changes to the project you must submit revised plans to the MCWD for review. Due to the approved plans for this project, a declaration amendment for stormwater management will be required to supplement the Mooney Lake Subdivision declaration. This requirement will be included in the conditions of the permit 17-529. There will be 30 days provided from the date of issuance to complete and submit this declaration amendment. If you have any questions, please contact me at 952-641-4581 or jdistel@minnehahacreek.org_ Sincerely, Jack Distel I. 4 District Representative Minnehaha Creek Watershed District We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org 18202 Minnetonka Boulevard, Deephaven, MN 55391 - 952-471-0590 • Fax:952-471-0682 • www.minnehahacreek.org yak. WENCK ASSOCIATES Responsive partner. Exceptional outcomes. 1-year Storm (cfs) 10-year Storm (cfs) 100-year Storm (cfs) Drainage Outfall Exist. Prop. Exist. Prop. Exist. Prop. To North 1.31 0.49 4.23 2.06 10.27 5.41 To East 0.06 0.03 0.64 0.19 2.18 0.73 Total (to Mooney 1.37 0.52 4.87 2.25 12.45 6.14 Lake) The project meets the District Stormwater Rules. Financial Assurance (NOTE: This FA may have been covered under previous Permit): Category Activity/Project Area Proposed Surety Erosion Control >lac 8«5 ac 1.6 ac $1,500 Stormwater Management $20,000/ ac-ft of volume abstraction 0.03 ac-ft S600 Total $2,100 Wenck Fees: $2,870 (as 1/5/2018) 2 H:\Permits\Permits\17-529\17-529 Permit Review Memo.docx vlikv Technical WENCK Memo ASSOCIATES Responsive partner. Exceptional outcomes. To: Jack Distel, District Representative, Minnehaha Creek Watershed District From: Erik Megow, Wenck Associates, Inc. Date: January 5, 2017 Permit Name: 1020 Mooney Lake Drive, Orono Permit Number: 17-529 Listed below are the rules applicable to this redevelopment and our analysis of how the applicant has satisfied the requirements of each rule. Reviewed Exhibits • Water Resource Permit Application signed 10-13-17, received 10-17-17. • Soil Borings from Gronberg &Associates dated 11-24-17, received 11-24-17. • Plan Sheets from Gronberg & Associates dated 10-5-17, received 12-26-17. • Stormwater Management Report from Gronberg &Associates dated/printed 1-4-18, received 1-4-18. Stormwater Management Rule This portion on the Mooney Lake Preserve development will construct a new house of 14,625 sf of impervious surface and two treatment basins; a filtration and infiltration basin. The Project will disturb 1.61 acres of the 6.47-acre site. The project is considered part of a the Mooney Lake Preserve development and is required to provide phosphorus, rate, and volume control for the proposed impervious surface. Existing Proposed Size of Site (ac) Site Drains To Impervious Impervious (ac) (ac) 6.47 Mooney Lake 0.00 0.34 (1.61 ac disturbed) To meet the district requirements for volume control, the project needs to provide 1,218 cf of abstraction. To meet the requirements, the project will direct the runoff to a new infiltration basin and a new filtration basin. These basins are designed to provide a total of 1,557 sf of abstraction volume. The proposed basins provide volume and phosphorus control which meets the District's standards. Additionally, the basins are designed to provide rate control for the project. The following table shows the project's compliance with meeting the District's rate control requirements for the 1-, 10-, and 100-year storm events. Wenck Associates, Inc. I 1800 Pioneer Creek Center I P.O. Box 249 I Maple Plain, MN 55359-0249 Toll Free 800-472-2232` Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com PP (new Pond) ( 1P> <2P> (ne\ww Su ) (newSubcat) 1PP (new Pond) Subcat Reach 'on. Link Routing Diagram for Handel L3,81 MLP proposed 12-26-17 Prepared by{enter your company name here}, Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Hendel L3, B1 MLP proposed 12-26-17 Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.380 61 >75%Grass cover, Good, HSG B (2P) 0.175 98 Drive,walk (1P) 0.040 98 House, porch (2P) 0.075 98 House, stoop (1P) 1.400 74 Pasture/grassland/range, Good, HSG C (1 P) 0.060 98 Pool, patios (2P) 2.130 76 TOTAL AREA Hendel L3, B1 MLP proposed 12-26-17 Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.000 HSG A 0.380 HSG B 2P 1.400 HSG C 1P 0.000 HSG D 0.350 Other 1P, 2P 2.130 TOTAL AREA Hendel L3, B1 MLP proposed 12-26-17 Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchm (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.000 0.380 0.000 0.000 0.000 0.380 >75% Grass cover, Good 2P 0.000 0.000 0.000 0.000 0.175 0.175 Drive, walk 1P 0.000 0.000 0.000 0.000 0.040 0.040 House, porch 2P 0.000 0.000 0.000 0.000 0.075 0.075 House, stoop 1P 0.000 0.000 1.400 0.000 0.000 1.400 Pasture/grassland/range, Good 1P 0.000 0.000 0.000 0.000 0.060 0.060 Pool, patios 2P 0.000 0.380 1.400 0.000 0.350 2.130 TOTAL AREA { Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 1 year Rainfall=2.50" Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 sin 04529 ©2014 HydroCAD Software Solutions LLC Page 5 Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1P: (new Subcat) Runoff Area=1.650 ac 15.15% Impervious Runoff Depth=0.79" Tc=10.0 min CN=78 Runoff=1.91 cfs 0.108 of Subcatchment 2P: (new Subcat) Runoff Area=0.480 ac 20.83% Impervious Runoff Depth=0.42" Tc=8.0 min CN=69 Runoff=0.28 cfs 0.017 af Pond 1 PP: (new Pond) Peak EIev=996.51' Storage=1,472 cf Inflow=1.91 cfs 0.108 af Discarded=0.01 cfs 0.015 af Primary=0.49 cfs 0.093 af Outflow=0.51 cfs 0.108 af Pond 2PP: (new Pond) Peak EIev=993.67' Storage=240 cf Inflow=0.28 cfs 0.017 af Outflow=0.03 cfs 0.017 af Total Runoff Area=2.130 ac Runoff Volume=0.125 af Average Runoff Depth =0.71" 83.57%Pervious= 1.780 ac 16.43%Impervious=0.350 ac Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 1 year Rainfall=2.50" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1P: (new Subcat) Runoff = 1.91 cfs @ 12.03 hrs, Volume= 0.108 af, Depth= 0.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 1 year Rainfall=2.50" Area (ac) CN Description * 0.075 98 House, stoop * 0.175 98 Drive, walk 1.400 74 Pasture/grassland/range, Good, HSG C 1.650 78 Weighted Average 1.400 84.85% Pervious Area 0.250 15.15% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1P: (new Subcat) Hydrograph / I D Runoff 2 ogles Type II 24-hr 1 year Rainfall=2.50" Runoff Area=1.650 ac Runoff Volume=0.108 af Runoff Depth=0.79" ° 1 Tc=10.0 min LL i CN=78 o /Jii: l/Tlfl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 1 year Rainfall=2.50" Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 2P: (new Subcat) Runoff = 0.28 cfs @ 12.02 hrs, Volume= 0.017 af, Depth= 0.42" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt=0.05 hrs Type II 24-hr 1 year Rainfall=2.50" Area (ac) CN Description * 0.040 98 House, porch * 0.060 98 Pool, patios 0.380 61 >75% Grass cover, Good, HSG B 0.480 69 Weighted Average 0.380 79.17% Pervious Area 0.100 20.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment 2P: (new Subcat) Hydrograph j 0.3: ■Runoff (osacis l 0.26- Type II 24-hr 0.24= 1 year Rainfall=2.50" 0.22= Runoff Area=0.480 ac 0.2- Runoff Volume=0.017 of 0.18- 5 0.16 Runoff Depth=0.42" a 0.14= Tc=8.0 min CN=69 0.1 0.08: 0.06- 0.04 0.02-. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, 61 MLP proposed 12-26-17 Type ll 24-hr 1 year Rainfall=2.50" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 8 Summary for Pond 1 PP: (new Pond) Inflow Area = 1.650 ac, 15.15% Impervious, Inflow Depth = 0.79" for 1 year event Inflow = 1.91 cfs @ 12.03 hrs, Volume= 0.108 of Outflow = 0.51 cfs @ 12.25 hrs, Volume= 0.108 af, Atten= 73%, Lag= 13.3 min Discarded = 0.01 cfs @ 12.25 hrs, Volume= 0.015 af Primary = 0.49 cfs @ 12.25 hrs, Volume= 0.093 af Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 996.51' @ 12.25 hrs Surf.Area= 3,208 sf Storage= 1,472 cf Plug-Flow detention time= 65.4 min calculated for 0.108 of(100% of inflow) Center-of-Mass det. time= 65.2 min ( 929.3- 864.2 ) Volume Invert Avail.Storage Storage Description #1 996.00' 13,250 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 996.00 2,600 0 0 998.00 5,000 7,600 7,600 999.00 6,300 5,650 13,250 Device Routing Invert Outlet Devices #1 Discarded 996.00' 0.200 in/hr Exfiltration over Surface area #2 Primary 996.00' 0.5' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.01 cfs @ 12.25 hrs HW=996.51' (Free Discharge) 4---1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.49 cfs @ 12.25 hrs HW=996.51' (Free Discharge) L2=Broad-Crested Rectangular Weir (Weir Controls 0.49 cfs @ 1.95 fps) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 1 year Rainfall=2.50" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 sin 04529 ©2014 HydroCAD Software Solutions LLC Page 9 Pond 1 PP: (new Pond) Hydrograph ■Inflow (1.91 ds 7:outflow Inflow Area=1.650 ac is Discarded ■Primary 2- Peak Elev=996.51' Storage=1,472 cf 0 1- LL 0.51 cfs y�! " i 0.48 ds 0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 1819 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type II 24-hr 1 year Rainfall=2.50" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 sin 04529 ©2014 HydroCAD Software Solutions LLC Page 10 Summary for Pond 2PP: (new Pond) Inflow Area = 0.480 ac, 20.83% Impervious, Inflow Depth = 0.42" for 1 year event Inflow = 0.28 cfs @ 12.02 hrs, Volume= 0.017 af Outflow = 0.03 cfs @ 13.01 hrs, Volume= 0.017 af, Atten= 90%, Lag= 59.6 min Primary = 0.03 cfs @ 13.01 hrs, Volume= 0.017 af Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 993.67' @ 13.01 hrs Surf.Area= 3,344 sf Storage= 240 cf Plug-Flow detention time= 179.4 min calculated for 0.017 af(98% of inflow) Center-of-Mass det. time= 170.4 min ( 1,072.4- 902.0 ) Volume Invert Avail.Storage Storage Description #1 993.60' 3,920 cf Custom Stage Data(Prismatic) Listed below(Recaic) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 993.60 3,150 0 0 994.00 4,200 1,470 1,470 994.50 5,600 2,450 3,920 Device Routing Invert Outlet Devices #1 Primary 993.60' 0.5' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=0.03 cfs @ 13.01 hrs HW=993.67' (Free Discharge) 'P1=Broad-Crested Rectangular Weir (Weir Controls 0.03 cfs @ 0.73 fps) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 1 year Rainfall=2.50" Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 11 Pond 2PP: (new Pond) Hydrograph •inflow 0.3- 1028 as( II Primary 0.28- Inflow Area=0.480 ac 0.26: Peak Elev=993.67' 0.24 0.22= . Storage=240 cf 0.2= 0.18 0.16= 3 0.14 eL 0.1 0.08- 0.06- 0.04- .080.060.04: " 0.03 ds 0.02 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 10 year Rainfall=4.29" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 12 Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1P: (new Subcat) Runoff Area=1.650 ac 15.15% Impervious Runoff Depth=2.12" Tc=10.0 min CN=78 Runoff=5.30 cfs 0.292 of Subcatchment 2P: (new Subcat) Runoff Area=0.480 ac 20.83% Impervious Runoff Depth=1.46" Tc=8.0 min CN=69 Runoff=1.13 cfs 0.058 af Pond 1 PP: (new Pond) Peak EIev=997.21' Storage=4,037 cf Inflow=5.30 cfs 0.292 of Discarded=0.02 cfs 0.019 of Primary=2.06 cfs 0.273 of Outflow=2.08 cfs 0.292 of Pond 2PP: (new Pond) Peak Elev=993.87' Storage=937 cf Inflow=1.13 cfs 0.058 af Outflow=0.19 cfs 0.058 af Total Runoff Area=2.130 ac Runoff Volume=0.350 af Average Runoff Depth = 1.97" 83.57% Pervious= 1.780 ac 16.43% Impervious=0.350 ac Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 10 year Rainfall=4.29" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 1P: (new Subcat) Runoff = 5.30 cfs @ 12.02 hrs, Volume= 0.292 af, Depth= 2.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 10 year Rainfall=4.29" Area (ac) CN Description 0.075 98 House, stoop 0.175 98 Drive, walk 1.400 74 Pasture/grassland/range, Good, HSG C 1.650 78 Weighted Average 1.400 84.85% Pervious Area 0.250 15.15% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1P: (new Subcat) Hydrograph ■Runoff 53Ochi 5 Type II 24-hr 10 year Rainfall=4.29" 4 Runoff Area=1.650 ac Runoff Volume=0.292 af 3 Runoff Depth=2.12" ° Tc=10.0 min LL 2 CN=78 AL o / 7"1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 10 year Rainfall=4.29" Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 14 Summary for Subcatchment 2P: (new Subcat) Runoff = 1.13 cfs @ 12.00 hrs, Volume= 0.058 af, Depth= 1.46" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 10 year Rainfall=4.29" Area (ac) CN Description * 0.040 98 House, porch * 0.060 98 Pool, patios 0.380 61 >75% Grass cover, Good, HSG B 0.480 69 Weighted Average 0.380 79.17% Pervious Area 0.100 20.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment 2P: (new Subcat) Hydrograph ■Runoff 1.13ds I Type II 24-hr 1 10 year Rainfall=4.29" Runoff Area=0.480 ac Runoff Volume=0.058 af Runoff Depth=1.46" Tc=8.0 m i n CN=69 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 10 year Rainfall=4.29" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 15 Summary for Pond 1 PP: (new Pond) Inflow Area = 1.650 ac, 15.15% Impervious, Inflow Depth = 2.12" for 10 year event Inflow = 5.30 cfs @ 12.02 hrs, Volume= 0.292 af Outflow = 2.08 cfs © 12.17 hrs, Volume= 0.292 af, Atten= 61%, Lag= 9.3 min Discarded = 0.02 cfs @ 12.17 hrs, Volume= 0.019 af Primary = 2.06 cfs @ 12.17 hrs, Volume= 0.273 af Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 997.21' @ 12.17 hrs Surf.Area= 4,056 sf Storage= 4,037 cf Plug-Flow detention time= 50.8 min calculated for 0.291 af(100% of inflow) Center-of-Mass det. time= 51.1 min ( 885.8 - 834.7 ) Volume Invert Avail.Storage Storage Description #1 996.00' 13,250 cf Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 996.00 2,600 0 0 998.00 5,000 7,600 7,600 999.00 6,300 5,650 13,250 Device Routing Invert Outlet Devices #1 Discarded 996.00' 0.200 in/hr Exfiltration over Surface area #2 Primary 996.00' 0.5' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.02 cfs @ 12.17 hrs HW=997.21' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=2.04 cfs @ 12.17 hrs HW=997.21' (Free Discharge) t 2=Broad-Crested Rectangular Weir (Weir Controls 2.04 cfs @ 3.39 fps) Hendel L3, B1 MLP proposed 12-26-17 Type 1l 24-hr 10 year Rainfall=4.29" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 16 Pond 1 PP: (new Pond) Hydrograph ■Inflow 5.30 cis Outflow Inflow Area=1.650 ac ®Primaryed Peak Elev=997.21' ' 5 Storage=4,037 cf 4- m 3. 2.08 cis O LL !/ 2- f/ 1- 41111°A.L 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 10 year Rainfall=4.29" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 17 Summary for Pond 2PP: (new Pond) Inflow Area = 0.480 ac, 20.83% Impervious, Inflow Depth = 1.46" for 10 year event Inflow = 1.13 cfs @ 12.00 hrs, Volume= 0.058 of Outflow = 0.19 cfs @ 12.31 hrs, Volume= 0.058 af, Atten= 83%, Lag= 18.3 min Primary = 0.19 cfs @ 12.31 hrs, Volume= 0.058 af Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 993.87' @ 12.31 hrs Surf.Area= 3,853 sf Storage= 937 cf Plug-Flow detention time= 117.6 min calculated for 0.058 af(99% of inflow) Center-of-Mass det. time= 113.8 min ( 971.4- 857.6 ) Volume Invert Avail.Storage Storage Description #1 993.60' 3,920 cf Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 993.60 3,150 0 0 994.00 4,200 1,470 1,470 994.50 5,600 2,450 3,920 Device Routing Invert Outlet Devices #1 Primary 993.60' 0.5' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=0.19 cfs @ 12.31 hrs HW=993.87' (Free Discharge) 4-1=Broad-Crested Rectangular Weir (Weir Controls 0.19 cfs @ 1.40 fps) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 10 year Rainfall=4.29" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 18 Pond 2PP: (new Pond) Hydrograph ■Inflow (1.13cfs i _1131 ®Primary Inflow Area=0.480 ac Peak Elev=993.87' Storage=937 cf , 15. 1 LL 0.19 de 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 100 year Rainfall=7.42" Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 19 Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1P: (new Subcat) Runoff Area=1.650 ac 15.15% Impervious Runoff Depth=4.86" Tc=10.0 min CN=78 Runoff=11.93 cfs 0.668 of Subcatchment 2P: (new Subcat) Runoff Area=0.480 ac 20.83% Impervious Runoff Depth=3.86" Tc=8.0 min CN=69 Runoff=3.03 cfs 0.154 af Pond 1PP: (new Pond) Peak Elev=998.21' Storage=8,659 cf Inflow=11.93 cfs 0.668 af Discarded=0.02 cfs 0.024 af Primary=5.41 cfs 0.644 af Outflow=5.44 cfs 0.668 af Pond 2PP: (new Pond) Peak Elev=994.25' Storage=2,613 cf Inflow=3.03 cfs 0.154 af Outflow=0.73 cfs 0.154 af Total Runoff Area=2.130 ac Runoff Volume=0.822 af Average Runoff Depth =4.63" 83.57%Pervious= 1.780 ac 16.43%Impervious=0.350 ac Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 100 year Rainfall=7.42" Prepared by{enter your company name here} Printed 1/4/2018 HydroCADO 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment 1P: (new Subcat) Runoff = 11.93 cfs @ 12.01 hrs, Volume= 0.668 af, Depth= 4.86" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 100 year Rainfall=7.42" Area (ac) CN Description * 0.075 98 House, stoop * 0.175 98 Drive, walk 1.400 74 Pasture/grassland/range, Good, HSG C 1.650 78 Weighted Average 1.400 84.85% Pervious Area 0.250 15.15% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 1P: (new Subcat) Hydrograph 13- ■Runoff 1 11.93 6k 1 12- Type 1124-hr 100 year Rainfall=7.42" Runoff Area=1.650 ac 9- 8- Runoff Volume=0.668 af t 7 Runoff Depth=4.86" 6 Tc=10.0 min 5 CN=78 4- 3- 2- 1 0 1 2 3 4 5 6 7..8 .9 10 11 12..1, .,. . 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 100 year Rainfall=7.42" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD®10.00-12 sin 04529 ©2014 HydroCAD Software Solutions LLC Page 21 Summary for Subcatchment 2P: (new Subcat) Runoff = 3.03 cfs @ 11.99 hrs, Volume= 0.154 af, Depth= 3.86" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Type II 24-hr 100 year Rainfall=7.42" Area (ac) CN Description * 0.040 98 House, porch * 0.060 98 Pool, patios 0.380 61 >75% Grass cover, Good, HSG B 0.480 69 Weighted Average 0.380 79.17% Pervious Area 0.100 20.83% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment 2P: (new Subcat) Hydrograph 8 Runoff 303 cfs i 3 Type II 24-hr 100 year Rainfall=7.42" Runoff Area=0.480 ac 2 Runoff Volume=0.154 of 787 Runoff Depth=3.86" Tc=8.0 min LL B CN=69 I 0 I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type II 24-hr 100 year Rainfall=7.42" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 22 Summary for Pond 1 PP: (new Pond) Inflow Area = 1.650 ac, 15.15% Impervious, Inflow Depth = 4.86" for 100 year event Inflow = 11.93 cfs @ 12.01 hrs, Volume= 0.668 of Outflow = 5.44 cfs @ 12.15 hrs, Volume= 0.668 af, Atten= 54%, Lag= 8.4 min Discarded = 0.02 cfs @ 12.15 hrs, Volume= 0.024 af Primary = 5.41 cfs @ 12.15 hrs, Volume= 0.644 af Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 998.21' © 12.15 hrs Surf.Area= 5,268 sf Storage= 8,659 cf Plug-Flow detention time=42.1 min calculated for 0.668 af(100% of inflow) Center-of-Mass det. time= 41.9 min ( 852.9 - 811.1 ) Volume Invert Avail.Storage Storage Description #1 996.00' 13,250 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 996.00 2,600 0 0 998.00 5,000 7,600 7,600 999.00 6,300 5,650 13,250 Device Routing Invert Outlet Devices #1 Discarded 996.00' 0.200 in/hr Exfiltration over Surface area #2 Primary 996.00' 0.5' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.02 cfs @ 12.15 hrs HW=998.20' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=5.41 cfs @ 12.15 hrs HW=998.20' (Free Discharge) L2=Broad-Crested Rectangular Weir (Weir Controls 5.41 cfs @ 4.91 fps) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 100 year Rainfa/I=7.42" Prepared by{enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 23 Pond 1 PP: (new Pond) Hydrograph •Inflow 11.93cfs u Outflow Inflow Area=1 .650 ac ■Discarded 13 Primary 12 Peak EIev=998.21' 11 Storage=8,659 cf 10 9 7 5.M Cf$ 0 6 EMI LL 5 � 4 2 �zi//AWereeZog�n`1,.fi97,,,,%ie 1 — 0 te, _ .... 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829 30 31 32 33 34 35 36 Time (hours) Hendel L3, B1 MLP proposed 12-26-17 Type ll 24-hr 100 year Rainfall=7.42" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 24 Summary for Pond 2PP: (new Pond) Inflow Area = 0.480 ac, 20.83% Impervious, Inflow Depth = 3.86" for 100 year event Inflow = 3.03 cfs @ 11.99 hrs, Volume= 0.154 of Outflow = 0.73 cfs @ 12.19 hrs, Volume= 0.154 af, Atten= 76%, Lag= 11.5 min Primary = 0.73 cfs @ 12.19 hrs, Volume= 0.154 af Routing by Stor-Ind method, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs Peak Elev= 994.25' @ 12.19 hrs Surf.Area= 4,903 sf Storage= 2,613 cf Plug-Flow detention time= 87.6 min calculated for 0.154 af(100%of inflow) Center-of-Mass det. time= 85.8 min ( 914.8 - 829.0 ) Volume Invert Avail.Storage Storage Description #1 993.60' 3,920 cf Custom Stage Data (Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 993.60 3,150 0 0 994.00 4,200 1,470 1,470 994.50 5,600 2,450 3,920 Device Routing Invert Outlet Devices #1 Primary 993.60' 0.5' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Primary OutFlow Max=0.73 cfs @ 12.19 hrs HW=994.25' (Free Discharge) L1=Broad-Crested Rectangular Weir (Weir Controls 0.73 cfs @ 2.24 fps) Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 100 year Rainfall=7.42" Prepared by {enter your company name here} Printed 1/4/2018 HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Paste 25 Pond 2PP: (new Pond) Hydrograph / ■Inflow I {3.03ds I 13 Primary 3 Inflow Area=0.480 ac Peak Elev=994.25' Storage=2,613 cf 2 .. 0 U- 1-' I ors as 1105 0 . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Time (hours) LOT 3, BLOCK 1, MOONEY LAKE PRESERVE RUNOFF CALCULATIONS December 1, 2017 Revised December 26,2017 EXISTING CONDITIONS WEST (AREA 1) EAST(AREA 2) Drainage area = 1.65 AC. Drainage area = 0.48 AC. Runoff"CN" = 74 Runoff"CN" = 61 Time of conc. = 12 minutes Time of conc. = 10 minutes Q1 = 1.31 CFS Q1 = 0.06 CFS Q10 = 4.23 CFS Q10 = 0.64 CFS Q100 = 10.27 CFS Q100 = 2.18 CFS PROPOSED CONDITIONS WEST(AREA 1) EAST(AREA 2) Drainage area = 1.65 AC. Drainage area = 0.48 AC. Runoff"CN" = 78 Runoff"CN" = 69 Time of Conc. = 10 minutes Time of conc. = 8 minutes AFTER PONDING, NWL=996.0 AFTER PONDING,NWL=993.6 Q1 = 1.91 CFS --> 0.49 CFS Elev = 996.51 Q1 = 0.28 CFS —> 0.03 CFS Elev = 993.67 Q10 = 5.30 CFS —> 2.06 CFS Elev = 997.21 Q10 = 1.13 CFS —* 0.19 CFS Elev = 993.87 Q100= 11.93 CFS —> 5.41 CFS Elev = 998.21 Q100 = 3.03 CFS —* 0.73 CFS Elev = 994.25 ;RONBER.G'&ASSOl AXES.INC, 445 N.WI OV., DR. ONG LAKE,DiM.r 53356 HENDEL HOMES 1020 MOONEY LAKE DRIVE East Rain Garden Draintile Detail -1111 11,!!l ,��. -•N`v v .•- ••-.•;... .11.- . " RAIN GARDEN PLANTS TYP. COARSE FILTER AGGREGATE FILTRATION MEDIA ---4'12 (MN/DOT SPEC. 3149.2H) (50%SAND,50%MULCH) 14E-1- �2" 6" CORRUGATED POLYETHLENE DRAINAGE TUBING W/ SOCK. (MN/DOT SPEC. 3278) ti \--6" DRAINTILE WITH SOCK HENDEL HOMES LOT 3, BLOCK 1, MOONEY LAKE PRESERVE WEST RAIN GARDEN CALCULATIONS October 11, 2017 Proposed hardcover = 10,800 SF 10,800 SF X 1" runoff_ 12'71' = 908 CF required Proposed rain garden = 1200 CF ELEV(FT) AREA(SF) VOL(CF) 996 2600 > 1200 995.5 2200 Drawdown = 6" -0.2 in/hr for C soils = 30 hours f;RONBERG Si.ASSOCIATES.INC. 445 N.WILLOW DR LONG LAKE,MN 55356 HENDEL HOMES LOT 3, BLOCK 1, MOONEY LAKE PRESERVE EAST RAIN GARDEN CALCULATIONS October 11, 2017 Proposed hardcover = 4,050 SF 4,050 SF X 1"runoff- 12"/1' = 338 CF required Proposed rain garden = 1000 CF ELEV(FT) AREA(SF) VOL(CF) 993.0 1300 > 1000 992.0 700 Drawdown = 12" 0.3 in/hr for B soils = 40 hours GRONBERG&ASSOCIATES.INC. 445 N.WILLOW DR. LONG LAKE,MN 5535E Christine Mattson From: Jack Distel <Jdistel@minnehahacreek.org> Sent: Thursday, December 14, 2017 10:07 AM To: Melanie Curtis; Christine Mattson Subject: FW: MCWD 17-529: 1020 Mooney Lake Drive, Orono Attachments: 17-529 MCWD Incomplete Letter(3).pdf Hello Christine and Melanie, Below you will find an email I sent to the applicants for the 1020 Mooney Lake Drive property. With this update we are still regarding the permit as inadequate to issue. I just spoke with Mr. Mark Gronberg and he is working to draft the detail of the drain tile in the east rain garden. There is risk that adding drain tile will not work as the water table is so high. We will see what comes back our way. Let me know if you have any questions or concerns. Good day, Attached you should find an incomplete letter detailing updates needed to verify the functionality of the east raingarden. Here is a summary of the needs: 1. Provide a detail for the layout of the drain tile to be installed at the east rain garden: a. The drain tile should be installed with at least 12"of cover/filtration media above it. b. To allow for adequate conveyance of water the drain tile should not be installed within the range of the wet/mottled soils. These were found to exist at this location at the 991.5'elevation. Once this detail is submitted it will be reviewed as quickly as possible and if deemed adequate MCWD will be able to begin moving to the issuance stage of the permit. If the detail is found to be inadequate we should work as quickly as possible to adjust plans in order to reach a consensus. Thank you very much for working with us so prudently and patiently throughout this process. Please contact me with any questions or concerns. Best regards, Jack Distel District Representative Minnehaha Creek Watershed District 15320 Minnetonka BLVD Minnetonka, MN 55345 952-641-4581 • MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE December 14th,2017 Ryan Malone ATTN: Rick Theisen 5430 Archer Lane Plymouth, Minnesota 55446 RE: MCWD Permit Application#17-529: 1020 Mooney Lake Drive,Orono Dear Applicants, Thank you for submitting an application for a Minnehaha Creek Watershed District permit for Erosion Control for your project located at the above-referenced address.The application was received on October 17th,2017. After review of the application materials submitted,the proposed project triggers the District's Erosion Control Rule and the site requires conformance to the Stormwater Permit issued to the Mooney Lake Subdivision. Additional information is required to complete the application and is outlined below. Based on additional information needed,the application is incomplete. Permit applications that do not require a variance or exception to District Rules require a public notice to all properties within 600 feet of the subject property,which includes a 14-day comment period allowing members of the public to receive further information and/or request a public hearing. If a public hearing is requested, it will be scheduled on the first available Board meeting after the application is determined by staff to be complete. Applications that require a variance or exception to District Rules require approval of the District Board of Managers which also includes the public notification process. Following the completion of the public process and the District's determination that the permit application is complete you will receive written notice of conditional approval.This notice will list the conditions of the approval that will need to be complete prior to the permit being issued. We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org Please submit the following information: Stormwater Management Please submit the following information to fulfill the criteria of the rule: 1. Provide a detail for the layout of the drain tile to be installed at the east rain garden: a. The drain tile should be installed with at least 12"of cover/filtration media above it. b. To allow for adequate conveyance of water the drain tile should not be installed within the range of the wet/mottled soils. These were found exist at this location at the 991.5'elevation. As we review your submittals,we may find the need to request additional information, and will so inform you. Please be advised that MCWD will retain the application and supporting materials submitted for one year from the date of this letter. After that,the application will be closed and a new application and supporting materials will need to be submitted to initiate the MCWD permit-review process. If you have any questions please contact me at idistel@minnehahacreek.org or(952)-641- 4581. Kind regards, • I Jack Distel District Representative We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org Christine Mattson From: Heidi Quinn <hquinn@minnehahacreek.org> Sent: Wednesday, November 29, 2017 8:13 PM To: rtheisen@hendelhomes.com Cc: ryan.g.malone@gmail.com; Mark; Melanie Curtis; Christine Mattson; Erik R. Megow;Jack Distel Subject: MCWD 17-529 Incomplete: 1020 Mooney Lake Drive, Orono Attachments: 15-455 Site Plan South.PDF; 15-445_Permit_103015.pdf; 15-455 Permit Renewal.pdf; 17-529 Incomplete Letter 20171129.pdf Good Evening Rick, Jack has asked me to provide you with a follow-up to the most recent resubmittals for the proposed single family home within the Mooney Lake Subdivision at the above referenced address. Please find the attached incomplete letter requesting additional information to verify that the proposed BMPs are designed in conformance of what was approved within the subdivision (MCWD permit#15-445). Additionally, I have attached a copy of the approved site plan with reference to Lot 3, Block 1 and a copy of the permit that was issued to Mr. Stickney. I will be relatively available at 10:30 tomorrow morning if you would like to discuss the letter in detail over the phone. Otherwise,Jack will be back in the office around 1pm. Thank you, Heidi Heidi Quinn I Permitting Technician I Minnehaha Creek Watershed District 15320 Minnetonka Boulevard I Minnetonka, MN 55345 I Office: 952-641-4504 1 BOLTON 2638 Shadow Lane Suite 200 & M E N K Chaska, MN 55318-1172 Real People.Real Solutions. Ph: (952)448-8838 Fax: (952)448-8805 Bolton-Menk.com November 2, 2017 City of Orono Attn: Adam Edwards 2750 Kelley Parkway Orono, MN 55356 RE: #2017—01341 1020 Mooney Lake Drive Engineering Review#1 Dear Adam: As requested, we have completed an engineering review of the documents submitted for the above referenced project. We offer the following observations, comments, and recommendations for your consideration: 1. As part of development of Mooney Lake Preserve, each individual lot(except Lots 4 & 8, Blk 2) must provide stormwater management facilities capable of restricting proposed peak runoff rates to that of existing and retaining a volume equal to 1"over new impervious surfaces on site. The rain gardens proposed to provide stormwater management are more than adequately sized to meet requirements. 12. Drainage and Utility Easements should be revised to adequately cover stormwater management facilities used to meet governmental requirements, including access to the outlet control device. 3. Perimeter erosion control measures and protection fencing should be installed by the Contractor and inspected by City prior to any land disturbance. Contractor must provide 24 hour notice prior to inspection. 4. Biologs should be installed in swales after grading is complete to limit potential for erosion prior to establishment of vegetation. 15. Erosion control blanket should be installed on all slopes of 3:1 to limit erosion potential. 6. The applicant should consider earth overflows reinforced with Turf Reinforcement Mat in lieu of the proposed 0.5' weirs for the rain garden outlets. The basins appear to be sized adequately to accommodate a larger outlet, and the earth overflows may appear more aesthetically pleasing than hard infrastructure. In addition, the larger outlet would provide for less concentrated flow and thus less potential for erosion. ../7. The culvert indicated under the driveway to direct flow to the entrance rain garden should have a minimum 12"diameter to limit potential for clogging. 8. The proposed contours on the west side of the entrance rain garden should be revised to ensure runoff does not bypass the facility. A minimum 12" depth in the swale should be provided leading to the rain garden to limit potential for bypass. v9. The proposed contours on the north side of the east rain garden should be revised to ensure runoff does not bypass the facility. The 995 contour should be indicated closer to the rain garden to eliminate potential for bypass. H:\ORNO\C13113299\2017-01341-1020 Mooney Lake Drive\1020MooneyLakeDrive-1.docx Bolton&Menk is an equal opportunity employer. #2017—01341 1020 Mooney Lake Drive Page 2 10. The applicant should be required to obtain a Minnehaha Creek Watershed District(MCWD)permit for their Erosion Control Rule. A copy of any approvals or permits required should be submitted conditional to plan approval. v 11. The applicant should be required to submit a Maintenance Agreement for stormwater management facilities used to meet governmental requirements. The agreement should define maintenance responsibilities following completion of project and specify types and frequencies of inspection and maintenance activities. A report should be submitted annually to the City and MCWD briefly outlining inspections and maintenance performed during the year. X12. Record drawings of stormwater management facilities used to meet governmental requirements should be submitted upon completion of the project. If you have any questions or comments, please contact me to discuss. Sincerely, 6-4 Robert E. Bean,Jr.,P.E. Water Resources Engineer H:\ORNO\C13113299\2017-01341-1020 Mooney Lake Drive\1020MooneyLakeDrive-1.docx Bolton&Menk is an equal opportunity employer. 1AiiLp / 7c w /� ert9( e42 '' ("6) /50_1E1 6P( ea / Iv2 [ 2 D// feioe„a 10//74V ‘02-C Inkocemf ( �IarA Kvi t t/61 t oki) Fcel. 6 NIL fiOW\ �utld 304, +-f" ►asp Subrn� t�c�lR)( k X91 C 61414 ljtitivtr- collikek12., Flair\ FI O ' -exc vi Christine Mattson From: Christine Mattson Sent: Friday, October 20, 2017 8:53 AM To: 'Robert Bean' Cc: David P. Martini;Adam Edwards Subject: RE: 1020 Mooney Lake Drive/#2017-01341 Bob, I have the building plans, survey and runoff calculations available next time someone is in Orono. Chris- From:Adam Edwards Sent: Friday, October 20, 2017 8:49 AM To: 'Robert Bean'<bobbe@bolton-menk.com> Cc: Christine Mattson<CMattson@ci.orono.mn.us>; David P. Martini<davidma@bolton-menk.com> Subject: FW: 1020 Mooney Lake Drive/#2017-01341 Bob, Could you please review this grading plan. Adam From:Christine Mattson Sent:Wednesday, October 18, 2017 3:49 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 1020 Mooney Lake Drive/#2017-01341 Hi. We received a building permit application for a new single family home at 1020 Mooney Lake Drive. Items worth noting: • Per email from builder, red-line pool now, a separate permit will be submitted next Spring. • Need MCWD permit • Need landscape plan • Any excessive grading? • Rain garden calculations have been provided for your review Please review and provide comments. Thank you! Christine Mattson 1 Christine Mattson From: Rick Theisen <rtheisen@hendelhomes.com> Sent: Wednesday, October 18, 2017 2:35 PM To: Christine Mattson Cc: Lynn Sheldon Subject: 1020 Mooney Lake Drive Hi Chris, We dropped off a building permit package yesterday for the above address. One thing I didn't include was any plans for the actual pool. We're still in the bidding phase and haven't selected a contractor yet. Once we resolve this, I will complete a pool permit separate from the house permit and include the pool contractor's drawings with the permit. I'm guessing this will be after we start construction. Thanks Rick -Rick Theisen l Project Manager HENDEL Building Highly-detailed Residences&Renovations 15250 Wayzata Blvd. Wayzata,MN 55391 952.404.7204 Office 952.404.7205 Fax 612.930.6264 Cell HendelHomes.com rtheisen@hendelhomes.com PRIVILEGED AND CONFIDENTIAL:This electronic mail message and any attached files contain information intended for the exclusive use of the specific individual or entity to whom it is addressed and may contain information that is proprietary,privileged,confidential and/or exempt from disclosure.If you are not the intended recipient,you are hereby notified that any viewing,copying,disclosure or distribution of this information is prohibited and may be subject to legal restriction or sanction. Please notify the sender,by reply electronic mail or telephone,of any unintended recipients and delete the original message and any attachments without making any copies. Thank you. 1 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. 70 Completed Application Plan Review Fee Paid Signed Escrow Agreemen Escrow Payment>, Ill Building Plans (to scale) x2 III Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 IIHardcover 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 '`e the proposed project does not trigger their permitting re• .rements). I will contact the MCWD at 952-471-0590 tr- ding thls, oect. Signed by: !o Address: /Q,,i9e 1 ppl e° ��f�-L ` ' u� Permit #: 0 Packet Last Updated: August 2015 Page 2 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Date,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. ail 67 . W4C-CC7� First Middle Last 513Q f 1i J /- La,ne, Address p\j-Moi4-141 MAI ( 56-2/4Ze Ity State Zip Phone I understand o .hts as state• 'ove. • l Air Signature Packet Lest Updated: August 2015 Page 7 City of Orono f o\ Hardcover Calculation Worksheet zor 3, 9aock, ='$;.. f 6.4 Property Address: !o 2 0 lta9,t1jy LI�cr'AR. (i0Wptiec� H0,14 r7) �tObut<Y ukc'Ars-04,c.- , `4tESwo•-t Prepared by: Date: C'Ra�✓BFRG v4 A„PPG C/ATFX. yet./('. /D -S-/7 Stormwater Quality Overlay District Tier: (Circle one) (tier 1) Tier 2 Tier 3 Tier 4 Tier 5 Step 2.4iOPOSED HARDCOVE In the following table, Offifify 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 Hardcover Item(Describe) Length x Width Total Survey (Square Feet) (Example) (Garage)_ (24'x 301 (720 S.F.) A /1/0e/.7E , 1.2100 f S.F. B „Fi-7 loi re/ 2 B 0 S.F. C Tc%'P5',v 40aRCN i77 S.F. D /2/barWAY 7673 S.F. E 17.1-/.6 ¢ J'TPe/R S- _ 2 5iQ S.F.— F PI rye) AtOz•- 4 Pact.. ? 1T4rier . 'y S.F. G ker tdt _ 'G� / S.F. H AF7dt,c1✓4/4f 1414 1...‘ /2a S.F. I nriA..i./-"C tzlif LI y '' S.F. J S.F. K S.F. L S.F. M S.F. N _ S.F. O _ S.F. P S.F. Q S.F. R _ S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y _ S.F. Z S.F. (1) Total Proposed Hardcover .`"t,F2? S.F. Excludable Hardcover(See City Code Sec 78-1684): yd ./ Fr(t4y`sl'cr W4U /2 o S.F. . 141"2°.t.=�,.L..0 ZVIctf ?9, S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover /5y S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] J y,67.5' S.F. (4) Total Lot Area 282,123 S.F. Proposed Hardcover Percentage [(3)+(4)] 5. 2 0 % Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 19 City of Orono ��oNo Hardcover Calculation Worksheet Property Address: / ��* �' �`�cK r. 1,:. o Z�2 O Ala<<i./ if IA K 1;',. . t(`/�-(iqt.. Iy''3,z''''';'t fr✓O'it,i^ . alkf 1/2.E'PE.' ' `14-esHo0.`` Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1' Tier 2 Tier 3 Tier 4 Tier 5 Step 2: P.SOPOSED HARDCOVEE In the following table,ideiRify 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 Hardcover Item (Describe) Length x Width Total (Square Feet) (Example] (Garage) __(24'x 30') (720 S.F.) A N0:=1.7 E 1-/O 0 3i S.F. B ,,c',e: r Ali?Ct42 E a S.F. C ICREt4c. ,crier Al X 77 S.F. C AWL.4=-4.4..,A'7" 76'73 S.F._ E .0.1-1'.?,* .sI...; c 2.S8 S.F. _ F Al7'0 /1lotr..r) "70ffL s l"re,e _ Py 8/ S.F. G de _ F.7') I S.F. H _ Af"?Isu-..e..:7 44,4 .. 12 o S.F. I rf'F'TA;.4.-•i.,4.-G ,'.t..,t cit, 3 S.F. J S.F. K S.F. L S.F. M S.F. N _ S.F. o S.F. P _ S.F. Q S.F. R S.F. S S.F. ' T S.F. U _ S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z _ S.F. (1) Total Proposed Hardcover Excludable Hardcover(See City Code Sec 78-1684): /$4!,, S.F. At /Acri_t ,r. CC wALL t 21? S.F. Agri %.. . r f,.,4,-i, r .3 y S.F. S.F. 1E S.F. t+G� �-�' S.F. (2) Total Excludable Hardcover /551 S.F. (3) Net Proposed Hardcover [Subtract fine(2)from line(1)] OCT 1 7 ZU1 I /V,675 S.F. (4) Total Lot Area 82,/23 S.F. Proposed Hardcover Percentage [(3)+(4)j CITY OF ORONO 5. 2 0 % Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 19 iivit Minnesota State Energy Code Calculations and Mechanical Code Requirements Form % ' ` Additional copies can be found by going to: http://www.dli.mn.dov/CCLD/PDF/sbc 1322 cert.pdf N1101-8 Certificate Builders Name/Compaq- Date: JO f 1v— )7 Site Address: IO) ill l va N-&-.1. 1.—AVA DQ 1 X10-9 Contractor Name: 4 &C L- --t0 P € license Number.Sc-l9 2...3o& Location Type of Installed Type Location Size Insulation R-Value G1CSc/3 Makeup Air1tt�2✓Z �f /l�oct-.Rce.. )0" Roof/Ceiling CcltCOML. RAM V lq -rn . o ei)e..�t+ Fbcsa6►nu Q.2 Combustion Air 1 Walls C-Aae.0 1-'A551 vs lam), g n, " (r," F/91,.- C .L L Finn.. IZ-.Zc Water Healing - Slab-on-Grade Manufacturer Model Floor A,C-S,---5/hr-r14 peiu,ea t1Xe,c "75 Get/a,vs Duds Outside of Conditioned Spaces Rim Joist Ck>S60 �� �r21 Cti t t. Fa AA" L'r'�'. Exterior or Integral Location R-Value Foundation Wall C) Ssio61 S 664F2e.E 14& C 5J L F44,,, 2.^� Exterior or Integral Average U-Factor SHGC(solar heat gain coefficient) A ti Fenestration Radon Control Type Input Ratinv AFUE Manufacturer Model Calculated Heat Loss Heating System C • A , E3 s 4t , IJ Z. ' 6 • 2 - Fxiyip '-a 11►cC$ q 7 --T2eNe _Sri t Type Output Rating SEER Manufacturer Model Cooling Load/Heat Gain Cooling System YoRGzD A42 2-5 -rct'►s }Ip .1"7P0 NP K�kd' (v-7,2/5 1-02.( o .a.2 3 -"rigs /(o `T(jtt,.0Q 1f'T-r 4Z o Type Location Continuous Ventilation Total Ventilation Mechanical Ventilation 84Lo t g,v MEC.* Re- t)(v Z.6 I Packet Last Updated: August 2015 Page 20 II ' ENERGY See.R 401.3 Residential Energy Code A building certificate shall be posted on or in an electrical panel inside the building and must be completed by the I builder and shall list information and values of components I CODE Date Certificate Posted: Site Adt cess: COMPLIANCE 1020 Mooney Lake Drive,Orono CERTIFICATE Building Contractor Name: License#: Mechanical Contractor Name: Cities Companies Inc Bond# I I Type o 'Insulation Installed Location T yP I R-Value Type Location Size Roof/Ceiling Makeup Air Heated/Powered/Interlocked Mech room 10" Combustion Air Passive Mach room 6°Flex Walls _ Water Heating Manufacturer Model Slab-on-Grade Floor Ducts Outside of Location R-Value Rim Joist Interior,Exterior Conditioned Spaces Garage R8 or Integral --- Foundation Wall lilt.&Ext.R values or Integral R values Fenestration Average U-Factor SHGC(solar heat gain coefficient) Radon Control Passive Active Heating System _ Type Input Rating AFUE Manufacturer Model Calculated Heat Loss Forced Air 80,000 97 Trane SV92080 127,782 Forced Air 80,000 97 Trans SV9080 Cooling System Type Output Rating Seer Manufacturer Model Cooling Load/Heat Gain Forced Air 2.5 tons 16 Trane 4TTX6030 67,215 Forced Air 3 tons 16 Trane 4TTX6036 Mechanical Type Location Continuous Ventilation Total Ventilation Ventilation Balanced HRV Mech room 116 231 Building Contractor Signature Mechanical Contractor Signat • /t/� ‘--'' ; i:1B ui I ding\sa tctyrol iciest n fomn at iaACurrent 120161EnergyeomplianceCert0I 228 15.docx 4 • Ventilation, Makeup and Combustion l For office use only. l Air Calculations Submittal Form for New Dwellings These blank submittal forms and instructions are available on the City of Edina website and at City Hall. The completed form must be submitted in duplicate at the time of application for a mechanical permit for new construction. Additional forms may be downloaded and printed at: http://EdinaMN.gov 1020 Mooney Lake Drive, OronoDate 10113/2017 Site Address Contractor Cities Companies Inc Completed By(please print)Jake Eliason Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5.2) Square feet(Conditioned area including 7099 231 Basement—finished or unfinished) Total required ventilation Number of bedrooms 5 Continuous ventilation 116 Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation R403.5.2. The table and equation are below. Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 0 60/40 0 75/40 0 90/45 0 105/53 0 120/60 0 135/68 1501-2000 0 70/40 0 85/43 0 100/50 0 115/58 0 130/65 0 145/73 2001-2500 0 80/40 0 95/48 0 110/55 0 125/63 0 140/70 0 155/78 2501-3000 0 90/45 0 105/53 0 120/60 0 135/68 0 150/75 0 165/83 3001-3500 0 100/50 0 115/58 0 130/65 0 145/73 0 160/80 0 175/88 3501-4000 0 110/55 0 125/63 0 140/70 0 155/78 0 170/85 0 185/93 4001-4500 0 120/60 0 135/68 0 150/75 0 165/83 0 180/90 0 195/98 4501-5000 0 130/65 0 145/73 0 160/80 0 175/88 0 190/95 0 205/103 5001-5500 0 140/70 0 155/78 0 170/85 0 185/93 0 200/100 0 215/108 5501-6000 0 150/75 0 165/83 0 180/90 0 195/98 0 210/105 ® 225/113 Equation R403.5.2 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1))=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. l:\Building\SafetyPoliciesinformation\Current\2016\VentMakupCombAirCa ls2016.docx Section B Ventilation Method Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Ventilator)—cfm of unit in low must not exceed continuous Low CFM 160 High CFM 250 ventilation rating by more than 100%. Directions-Balanced ventilation systems are typically HRV or ERV's.Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent NA Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Honeywell Prestige IAQ Thermostat controls ventilation oer Ashrae Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans ore used for building ventilation,describe the operation and location of any controls,indicators and legends. if an ERV or HRV is to be installed,describe how it will be installed.if it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures'installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Section E Make-up air • Passive (determined from calculations from Table 501.41) ▪ Powered(determined from calculations from Table 501.4.1) `ER Interlocked with exhaust device(determined from calculation from Table 501.4.1) o Other,describe: Location of duct or system ventilation make-up air:Determined from make-up air opening table Cfm 494 Powered Heated interlocked with kitchen hood Size and type(round,rectangular,flex or rigid) (NR means not required) 1:\Building\SafetyPolicieslnformation\Current\2016\VentMakupCombAirCals2016.docx Page 2 of 6 Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below). For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column.For existing dwellings,see 1MC 501.4.3. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.4.2.3. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column D Column A Column B 1.Use the appropriate column to estimate house infiltration 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 7499 unfinished basements) Estimated House infiltration(cfm):[la 425 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation BALANCED system(cfm);(not applicable to HRV balanced ventilation systems such as HRV) b)clothes dryer(dm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 720 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically 64 Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 919 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 9 a)total exhaust capacity(from above) 19 b)estimated house infiltration(from 425 above) Makeup Air Quantity(cfm); 494 [3a—3b] (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing, 10"Powered Heated refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. I:\Building\SafetyPolicieslnformation\Current\2016\VentMakupCombAirCals2016.docx Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct diameter appliances,or no power vent or direct appliance or one solid appliances or solid fuel combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) (<+ Passive(see IFGC Appendix E,Worksheet E-1) Size and type 5"pipe or 6"flex duct Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required. If a power vented or atmospherically vented appliance installed,use IFGC Appendix E, Worksheet E-1(see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. I:\Building\SafetyPolicieslnformation\Current\2016\ventMakupCombAirCals2016.door Page 4 of 6 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1,1346.6012 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 100,000 Draft Hood Fan Assisted Direct Vent Input: ' Btu/hr or Power Vent Water Heater: 75,000 _Draft Hood Fan Assisted _Direct Vent Input: ' Btu/hr r Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 1 290 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Lx W x H 1200 L 12.00 W s.o0 H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table El to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 75000 Btu/hr Use Fan-Assisted Appliances column in Table El to find RVFA: 5625 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 5625 + 0 = 5,625.00 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP S. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 1290 / 25.00 = 23 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- •23 = .77 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 75000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per int CAOA= 75,00(I /3000 Btu/hr per int= 25.00 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA=25.00 x 0.77 = 19.25 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 5.00 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. I:\Building\SafetyPolicieslnformation\Current\2016\VentMakupCombAirCals2016.docx Page 5 of 6 • IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration 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 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,5005,2 2,625 7,350 3,675 "�. < • 75,000 3,750 r,5,&25 2,813 7,875 3,938 80,000 4,000 ,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. I:\Building\SafetyPoliciesinformation\Current\2016\VentMakupCombAirCals2016.docx Page 6 of 6 1 I j �I% //I r CERTIFICATE OF SURVEY FOR \\` �� PONq ;%! //` yH~� a , HENDEL HOMES \`\ / / wz � OF LOT 3, BLOCK 1, MOONEY LAKE PRESERVE \\ N \� \ _r,-'' o HENNEPIN COUNTY, MINNESOTA \ MO 1 ' o \ \ - / /// E_ _....�,���v / % LAKE 0' '\ \ -�-'\ �\ \\ N\\\ '`:4, � / ! d a d 80 f' g0#- GiG)141 4__--\---- V h\�,.� s S\\\\\In9�F�9�/ `�r� a /' / \ —I —ci _�=\ 0 \�` A�•\\ 1\_ F I ��y a 3 / / / \\ — \ \ 116\ TRACK li...\ t�R, — '1'T:�\ w z -I / _ — �� \ fit''*rq��, LI S I 100 ti�i•�.� st\\\ [S1 z 11 a /// -- `� �i�// \\\\\ \\\ \\\\\\A dvp�dFo \\ WETLAND YPE)R 044 \, -N.,„,,,, "T Pl a e _ l \\ y� ,� �l lAAENr , , /,/ / J/,`",..,i ED 7[/15 /% \ \� \\\ ` Y a • s,Lr 9Eo oY' suNVEr `\ \ \ a+v d / °24 `L8E. --_�_-i / - 1 i\ I ��P�0,N.k Sites//� •,.-�T \ \# \ i� , 1 -c-,,t7..-7-„, ?'\ ., \\ \,\ // �/:// 7: .°,°//`fie" /,// / �� tk 75 ;i 5,ZP-\... c-_-_=g0 lam' DRIVEWAY sir FENCE \ i Are"i,F \ \� I/ @ � \`�'�-w , • A9� / e �i n / /`cPr� _ — — i,. \\ \ !moi /-- ``y \qkS � .\° -o , \.,.... / ab _R^ �.. / //..,.. --_-- — —, SILT Fa. ,9 / �"•'a \ \ .. '/ 1 �'9b \ ,"�„ PROPOSED ftAM� ARDEN c7 1 ,\I / % M -dF PROPDSED RAW 9n82N 1 -Jt. \�y \ / 1�hJ x% O� dirliiiiiiiIIP mvL-®H111=1998211 \ \ PROPOSED 'b• V `l\ / / ,',l / / , CS ,L -= \ vU�fo HOUSE 4 i t- i / // 6v ^i - Q^!a B' Rvv ♦ .v /1020 t A� v v / _ /- 4 // e.--) ••, °O PROPOSED DRIVEWAY/ ..5• wmr wte \\ \ (A) \ / /, / r— O'/ 1:::/uatLEr.wve C� �j \ / / U l..i \`_ / /• /�„ / / \ Q is % \ / / / 1 / // / W • CC -�`• / \ / // i4,610. \ \ ^- _""�-i ''' N. PROPOSED , ,_ r I( 1 /\ / '44..., '\ Ipop_ 1 \ / 9 N .,/ // i 0_ y) \�/.<" / \ \ SLT PENCE ,'` // /(ErLANFERD / ` `` \ \ DRIVEWAY I t1D 1 J� /'' / / / A� '•/ �/ .,-I. \\ _--^C \ �' /' // (nay ��<,f-850_____. . K. \� lam, \ \ O 2S: l / / / / obi///// ///7 4, _ \\,, � / // / .r // --9bz .i�` \ \� ® r• (N)wAL� /,c4 // // //// I / / 1 '• \ \ / / //' / % ```\` r -- / 47,/',/:(�` --998 ''-"lam / - ,n 992-: !/ \ .1 -i \ \\).'\''''' \ \ / � / �'// / `' _\•\ �� ,�'• PI;. . -_- C 99-' �,,�y N% K' ,- \,\ \ / / 45/74' ti- I / / \�l' s r roicE ��, 000- f: � q9e o a P/V °�/ '���_ \ WERANDI \ \ \/% /% ' / \_---'-'2•4°.DD0,3 uVN vi� / / / Z (MANAGE 2) TT //. / ..„,s1../ / u `m evi r� II/ / 0\ \1__EAST 45.00 /7 // i --994 % i �'• � / % a ! 1 ,/ $\` • ,'' / i -/ `\ cE E % tom/ PROPOSED ELEVATIONS (verify) ��� 11 / /. , AMI( EASEMENT,�! /// `1 \\1, _ -0RAINAGE/EASEMENF-._.._-..._/ / _..i ,/ / \, / / orae Er 1 \I II t �I ! // / / i' 1) 9 1100 7 ;2'°1-1,‘, `alt / // / ;/ / t t \\, / / 1 WETLAND, / , // i1 2) Top of foundation = 11004.51 u c� `o 11 t ` y ! n\ % (MANAGE z) // / / d ow ' 11 , `\ \�, // / `` / / / 3) Main floor = 11006.351 �t a v, /. 11 I ` ��\\ \ i /! \\\ //' // �/' /5~ // / ,'� 4) Basement = 1995.831 _°s 5s m .J.•. // I /// I BUFFER \ 1 /� /� 999 /�/ j/ i // //� // ani/ LEGAL DESCRIPTION OF REMISES Ir/ \ W I i \\ -_ 1 / WETLAND 1 // /// / / / Lot 3, Block 1, MOONEY LAKE PRESERVE . do2 (MANAGE z) ,'' / •. / M N 10 ` {9,\ /1 / / o : denotes it marker mt 10 / ----i q\ 1 \ / / / \ I / / j\ '\ L_ / $ \ I1 \ , / 1 / / 1910.8) : denotes pr posed spot elevation __ LL� $\ / ° __ \ I ' / / / N 1 / / _ 917__ denotes ex sting contour line 1 denotes posed t ..,I 174.z3 h- \ ` eno acontour line / // I F.{••• / 930 s pr Z // 7' I / / N 1...% 9" / Bearings shown re based upon an assumed datum. / / / 8., w� /� �� 7 // ;/' / / This survey intends to s ow the boundaries of the above described Fx % / / / - � / / / / property, existing topogr phy, and the proposed location of a proposed / - / /:� / house, driveway and gra es thereon. It does not puport to show any h 6 / / / '`% /'// other improvements or croachments. 3 (':: 7 I /, : i / L.\. I v 505.29 -__ �' 113 /',..-,7- , III 71 46',//, // / S ; ,TR� G. /lols / / / ti•/ f J 17-378 LICENSE: Sheet Act ron Sheet bre n ner Please carefully.This license contains Number Sheet Name terms byy which you are bound d you use this wan- architects Al.0 COVER SHEET AND ROOF PLAN Hendel Homes is granted the right to q21 LOWER LEVEL FLOOR PLAN construct one and only one home based on the plan.This right is not transferable-You A2.2 MAIN LEVEL FLOOR PLAN may not sell or otherwise transfer the plan to A2.3 SECOND LEVEL FLOOR PLAN another,or allow another to use or copy the A3.1 EXTERIOR ELEVATIONS fin' A3 2 EXTERIOR ELEVATIONS if 7ff This plan is protected under federal A4.15 LOWER LEVEL STRUCTURAL PLAN q H'w copyright laws.Use of the plan ina manner A4.2S MAIN LEVEL STRUCTURAL PLAN consistent with this license is a violation of A4.35 UPPER LEVEL STRUCTURAL PLAN U.S.copyright A5.1 BUILDING SECTIONS Ron Brenner Architects has not provided A5.2 BUILDING SECTIONS 226 myrtle street east.suite 1 stltwaterstructural engineering services on this plan. A6.1 FOUNDATION LEDGE DETAILS cow onbreRr,mn 55 2 Any Structural information indicated on this w.ronMen342-12Ntects.com plan is the work of others Mendel Homes or — 651-342-1278 their subcontractors I suppliers).Ron • Cama. Brenner Architects,LLC.may not be held responsible for structural engineering Building Overall Areas �'•�^ m� Information. . — Name 1 Area 1 III Bfeconstructionbegins,thoroughly ay; .orthis plan,verify all dimensions,and w IHu ll �'H Not Placed report to the Architect any errors,omissions or questions for clarification. SCREEN PORCH 0 SF KRECH,O'BRIEN, MUELLER LL ASSOCIATES.., SIDE PORCH 0 SF _I „pr9.9-9 These plans indicate building systems, 0 SF — materials astandards at are specific to = I Handel and Homes.Ron Brenner Architects, standardsthatj 6115..55076 LLL,may the held responsible for such T.O.Fooling [ i j i i s11111 +...G H..Sev standards,construction means or methods, Area 760 SF 1�e r.■ /Anne..550)6 costs,workmanship,quality of materials or LOWER LEVEL 2277 SF 1 fax 1 651 1 ASI 0917 equipment utilMed m the construction. 3037 SF ^ 9.9iow cow Main Floor FRONT PORCH 197 SF GARAGE 1200 SF MAIN LEVEL 2005 SF 3402 SF x„m,,. ARTISTS CONCEPT SKETCH ONLY-DO NOT USE FOR CONSTRUCTION ,ro.con IMnrmn Second Floor ABOVE GARAGE STORAGE 0 SF FRONT ENTRY PERSPECTIVE PORCH 0 SF - ---- SECOND LEVEL 2057 SF 2057 SF Grand total:10 8496 SF • • _ U REC :IVED U w I-- CE OCT 1 rZU1i LU LU 20,ay PoolZ x w CITY OF ORONO CE DO (Pool/ALLS tEE POOL DECK m DY FOOL ropnos IZ _♦N.C.:5'.7 1 D Eacto sosoon arr+c:vS ROOF PLAN NOTES: 0 `1 -K,CSE VENEER OX 50-x5:G�54.::.ro- ,e,P -TYPICALROOFING SYSTEM SHALL BE AS B OWfD.Ox:AE'E<ELU:x6 o FOLLOWS:ASPHALT ROOF SHINGLES,ROOFING n .—' A.- •'O IAN'SEVEx_ai II _ _ / OVER ROOF SHEATm FELT/SELF ADHERED HING. UNOERLAYMENr o BUILDER: s2'S"'5 N„La'SYDxE:w I ♦ —il/ STANDING SEAM METAL ROOF SYSTEM SHALL BE HENDEL HOMES AS FOLLOWS PREFORMED STANDING SEMI METAL �2n 15250 WAYZATA BLVE i STAVP0 LOxL[ETE BTNOR BPoURED so sc tamotovos ,c z I PANELS,RED ROSIN PAPER,ROOFING FELT/SELF V WAYZATA.MN 55391 o l,z to 1, �— —� • - rvuLTSx•x3x 5TOxE VEnEER I ADHERED ROOFING UNDERLAYMENT OVER ROOF PHONE 9,2+04.7209 ONE 51DE xrv0 L♦5i 5TGHE LK x I - SHEATHING. ',.._�. B i / -METAL PANS WHERE INDICR OVERED A.BE GRACEOCL revmn SOLDERED SEAMED COPPER OVER WA.GRACE II F "ULTRA-SELF ADHERED ROOFING UNDERLAYMENT. 0 ,.. - n"i tz _._ / / I ‹,_&7;7f11 F FIELD SEAMING IS PERFORMED PLACE 2 LAYERSROOFING „1I SE vvPROTECT FELT UNDER SEAM LOCATIONS TO O E<LOtLNY GrwE5-. B'+B � } <YEV:-,D o I / , .ROOFING FELT SWLLL BE UL RATED 30 LB ASPHALT p.„„W.x w^ti'c;Y><vPni.. it JJ I I::. SATURATED ORGANIC FELT. v xsoo.x..ae,� .--i -- c ,_ I I _�'� -TYPICAL SELF ADHERED ROOFING +oa*wamSr vp... 1 Nj / .ma4a .0 P., +ExT f UNDERNYMENTSHALL BEWR GRACE ICE AND ' t II _ rr I j I 9 1 WLOCATIONS,1)ALONG EAVES EXTENDINGA x^'ma w,_ 'L<_ ;1 MINIMUM OF 38'HORIZONTALLY USHEET ROOF BEYOND sq.ar. under, -.._ .-.. o I THE INSULATED WALL UNE,2)38•SHEETWDTH _ mxl am a aAct up _ v N I ---. I'I ALO E(RARE)ENDS 3)3S H WIDTH P ( 1_ ' ..�'''w•1 ;+ --- --- I VALLEY 36 SHEET WIDTH AT ROOFANML - -1— .a N SKYLIGHTS AND O7HER ROOFNPENHETRATYDNS,bT v�l�,wm. eve Olt `,P J�'� , COMPLETELY AT ALL ROOFS LESS THAN 412 PITCH. M A L O N E i� + i � I I T)le SHEET AT ROOF PITCH TRANSITIONS,S) cx_I. I „„r I I OTHERPRFASASREOUREDBYCODE RESIDENCE BY - 14/12 �___�� /1 \_*—. INSTALL PREFIN6HEDMEMDRWFASHNG HENDEL HOMES / ALONG ALL EAVES AND RAKE ENDS TO HAVE MNMUM S'FLPNGE ONTO ROOF SURFACE. --- -INSTALL PREFNISHED METAL VALLEY FLASHING 1020 MOONEY LAKE DRIVE II II WITH 1”ORRIMP,12'MINIMUM UP EACH SIDE OF ORONO.MN$$391 VALLEYS WEAVE SHINGLES AT VALLEYS -INSTALL PREFNISHED METAL FLASHING AT ROOF PITCH TRANSITIONS. S -INSTALL PREFNISHED METAL STEP FLASHING ALONG ROOF I WALL INTERSECTIONS AND ALONG ROOF/CHIMNEY INTERSECTIONS. -i--------____ M WITH PAACNA. �I SHEET RTALARCHITECTURAL Sr.nTa. SHEET METAL MANUAL,LATEST EDITFN FOR ALL I METRA ROOFING,F ASHNG AND ROOF COVER SHEET AND .ux-aDGE VENT ' PENETRATION SYSTEMS ROOF PLAN o 1 .�. -RIDGE VENTS TO BE HIGH PROFLLE,PLASTIC TYPE, SHINGLE OVER VENT SYSTEM(CCR-ANENT V-600 SERIES OR EQUAL).NSTALLCONTNOUSLY ALONG W RDGES. i�/ -INSTALL ROOF TO WALL VENTS(CORA-VENT ROOF-2-WALL VENT OR EQUAL)WHERE INDICATED ON DRAWINGS. 1 3 -NOT ALL ROOF PENETRATIONS ARE INDICATED ON THESE DRAWINGS.COORDINATE FLUES,DRYER BID/PERMIT SET VENTS,PLUMBING STALKS,ETC.PND PROVIDE L ACCESSC RES AND INSTALLATION AS REOURED. 9,.nmr. �2 \ b 'i Sft IDE PENETRATIONS FNS S BLE.BE EW PJJ, REAR F I( ' PENETRATION LOCATIONS N FIELD WITH COINER A1e0 4110 Lower Level Reference Floor Plan 1 Roof Plan ron brenner NAN NOTES: GEMEMLFMMIINGNFOURTIOI{ architect..,,,s ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL GILDING CODES • ANO THE NATIONAL DESIGN SPECFFATENS FOR WOOD CONSTRUCT/CN PUBLISHED BY THE NATONAL FOREST PRODUCTS ASSOCIATION INFPA). ® THESE PLANS NDICATEDCONCEPNAL TRUSS CONFIGURATKNIS AND LOADING CONDITIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE __ DESIGNED AND ENGINEERED BY THE MANUFACTURER LRENSED TO PRACTICE WITHIN m THE STATE OF THIS PROJECT.PRIOR TO CONSTRUCTONVERIFY ALL PONT LOAD AND ey-o• 3B'-B• t'-o" NU BERMAN CONDITIONS AND COORDINATE POSTS AND BEARING RWUREMENTS WITH THE + BULDER.NOTIFY ARCHITECT I ENGNEER Cf ANY DISCREPANCES FROM THESE PLANS. FOLLOW MANUFACTURERS RECOMMENDATIONS AND REOUREMENTS FOR AND FURNISH r1 ALL BLOCKING,STIFFENERS,BRACING,FASTENERS,HARDWARE.ETC.NECESSARY FOR ---'143.'-'177'- G.:w^TD-- LIW2RTB -INSTALLATION. -:E-b -'H-H-Jf- LOxLRETE w 226 myrtle street east,suite I ALL CONVENTIONAL LUMBER TO BE RENTFRnGRADE OR BETTER.MNMUM LVL LUMBER PA.y0 . 0 ® / stltwater,mn 55082 PROPERTES: C,Tos,y- ® www.ronbrennerarchitects.com F0=260D PSI 651-342-1278 Fy=285 PSI As, o E=1BOO,OaO PSI r• 1 o UNLESS NOTED OTHERWISE;EXTERIOR WALLS(INCLUDING GARAGE WALLS)TYPICALLY 3 , TO BE 256 CONSTRUCTION,INTERIOR WALLS TYPICALLY TO BE 204,INTERIOR WALLS WITH POCKET DOORS TO BE 2X8 CONSTRUCTION.POCKET DOORS TO BE CUSTOM -r FABRICATED WRH TMBERSTPAND ENGINEEREDFPAMWG.CABINET WALLS AND © r - cufOsoHR TX r Me3e '+1D OH o3v • BALLOON FRAMED WALLS SHALL BE FRAMED WITH Th/BERSTRAND•. -- B•0 �� _ _ PLAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE CF WALL SHEATHING AT EXTERIOR r-- - _-® __ _ . E�I�—• — - r 1 • WALLS AND TO CENTER LINES OR FACE Cf SND AT INTERIOR WALLS. I `1 r� ` COLUMN SIZES SWILL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEARON- _... I KETCH,LLE O'BSTEN, SEE AS REQURED,UTILIZE SQUASH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. 0 I I _ m MUELIERSAt'.S^OCIATES... USE PRESERVATNE TREATED COLUMNS,BEAMS,PLATES,MISC.FRAMING MEMBERS AS I I 6115..Nie Meige r - 7. °'• I_ L T H.x Orn.55U REQURED BY CODE AND AS CALLED OUT R4 PLANS. 1- 1 _-. _-, KT— ` M,.r.wte 550)6 • WHERE W00DFRAMNG SEES ARE INDICATED.MANUFACTURER TOVERFY GRADE AND I 7-1 �I_. -- IF-1 651.4514605 lav 651.451.0917 SPACING REQUIRED TO MAINTAIN MINIMUM L48O DEFLECTION. (DISE 1 &AME5�l.. BAR „1 ROOM ' UNEXCAVATED _ __1_I - I m ya„a.N_a.n,..m. ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED I I 10051 I I 1004lI-- I� 10001 10021 I C I I I OTHERWISE. be bw _l_ .qr _-- l f 1_1 m ALL ROOF BEMIS TO BE DROPPED UNLESS NOTED OTHERWISE. I I I II. I I — _ I m DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BEI 2'MAXMUM DEPTH UNLESS I I I I - •-_-�_-..,. I _ -E —J INDICATED OTHERWISE I I I H I —. I o I SLL PLATES SHALL BE 2X6 MINIMUM.ANCHOR BOTS SHALL BE I?MN.DIAMETER I I I • I I I x....,. NICO)CAST N PLACE WITHTEMBED.ANCHOR BOLTS SHALL HAVE DIAMETER X 0.125' I I I I i I I r .o o.. THICK WASHERS TIGHTENED AND COUNTERSUNK LIP INTO THE TOP OF THE SAL PLATE. "--- - SPA.CNG SHALL BE48"O.C.YNM A MINIMUM OF TWO BOLTS PER PECE WRH BOLT ~ T��-- I -r I- J LOCATED NO MORE THAN IT CR LESS THAW 4'FROM EACH END OF EACH PIECE SPORT : _ �[��''dJ '� ` X COURT ' C--3-- f I - X __L ` - FLUSHWFLOOR AREAS USE MUDSETMETHOD AND DEPRESS PLOORSHEATHING SOITIS I-6 I r l I I I RUSH PITH TOP OF FLOOR FRAMNG(SHEATNG N BETWEEN FRAMING MEMBERS). I J L-- HALL L-- 28xb.� WRI000 DESXNIATXRS ON PLANS INDICATE FRAME WIDTH X HEIGHT N INCHES.VERIFY n _- 001I I ... �o ROUGHOPENNG SEES WITHWROOY MANUFACTURER I _ ]-Dxp.2 61JEST AS ATHRUM,UNLESS SHOWN OTHERWISE ON PLANS,PROVIE DOUBLE STUD AT ALL 9 _ �� pp 1 BEDROOM 0101 I \ Pc6,66 AA _I HEADER AND INTEL SUPPORTS(ONE FULL HEIGHT KING STUD AND ONE JACK STUD) d nIBE STATIST I• A/....,AR B. J STOR BATH sc Is• sKAr:Ns Vi OSHEATHNGSHUlLBEDENTFEDWIMTHE APRROPRATESGRADE ITRADEMARK OFL SPORT�Tr _m0 10091 LU A SHEATING: NG.EACH nin 3.6X6-7,1 -- W THE AMERICAN PLYWOOD ASSOCIATION. IF 1---pra - _._... PRWOE Ire"SPACE AT EDGES AND ENDS OF EACH SHEEP ORFS REQURED BY THE Am 10081 I MANUFACTURER '+o WIG I Ce GRADE AND TYPE SHALL BE BO FOLLOWS: I I 1 011 I I Q ROOF SHEATHING:4020 APA RATED SHEATHING EXPOSURE 1 EXTERIOR WALL:24116 APA RATEDSHEATHNG EXPOSURE) 1 �Y••I X -I- • I I Z FLOORS:4E24 APA RATED SHEATHING EXPOSUREPCGURE 1(TBG) L 7 AS -- 5I8'MNMUM ROOF SHEATHING TO BE ATTACHED WITH 0.113'DIAMETER NAILS AT B'O.C.: I I r LU s L X - - ---- - - -- ------- --- r--- JCe EDGE,12'O.C.FELD.PROVIDED 6"O.C.NAILINGN G TOALL MEMBERS LIE WITH SHEAR I WALLS.EDGE FASTENERSSHOULDBEPLACEDE8"FROMPANELEDGESINDENDSORASREQREOUREDBYTHEMANUFACTURER II r I -- J ZMINIMUM314'MINIMUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.117 DIAMETER L-- I I _ .I_ ___ M -- IiiCM NALSR 6'0.C.EDGE,12'0.C.FELD. -- ---1 I I I in IL 1P. 112'MINIMUM PLYWOODEXTERKR WALL SHEATHING TO EE ATTACHEDWRH 0.117 L.... I I I I u L_ 1 DIAMETER NAILS AT 6"0.C.;EDGE,12'O.C.FELD UNLESS OTHERWISE NOTED ON PINTS. I I I I A- - r-J CD- BUILDER. INTERIOR SHEAR WALLS TO HAVE 0B'GYPSUM SHEATHING BOTH SKIES OF WALL I I I L - 'J HENDEL HOMES ATTACHEDWITH AO COOLER MALS OR WALLBOARD NAILS ATTO.C.EDGE,12'0.C.FELD I I I I = 15250 WAYZATA BLVE UNLESS NOTED OTHERWISE ON PLANSI I I I S-p C) WAYZATA,MN 55391 + SPICE ALL SHEATHING ON A COMMON MEMBER 500.5 TO PROPERLY TRANSFER SHEAR I I I I K NONE 95z.401-?A0.4 FORCES. I I I I ALL SHEATHING NAILING TO BE COMMON WIRE OR GALVANEED NILS. I O CONCRETE WORK: I© 1 1 I I I 0 DO NOT BEGIN CONCRETE WORK UNTL ALL LOADING CONDITIONS HAVE BEEN YELPEDNM 0Y GENERAL CONTRACTOR CI py A.mptr ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BULDING CODES AND I I I I O AA*"eOsi ORDINANCES.CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. aawn w— I TYPICAL FULL HE0HT FOUNDATION WALLS SHALL BE 8"MINIMUM CONCRETE REINFORCED WITH NS AT 2P O.C.EACH WAY AT 314'CLEAR OF INSIDE FACE.WALLS 10'OR THICKER I I I I :u�i.wi BAA SHALL HAVE AN ADDITIONAL LAYER OF BTS AT 12'O.C.EACH WAY AT 3'CLEAR FROM I I I ed to me or,.e.r marecl Al.neeA • EXTERIOR FACE.PROVOS DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL m.•w A m.AAA a REINFORCEMENT.AND HOOK IT INTO FOOTING AT 3'CLEAR OF BOTTOM. — I y.a. FOOTING AND PER SCHEDULE: O I I )1 I USE 5,000 PSI CONCRETE AND GRADE A0 REINFORCING STEEL. I UNEXCAVATED• I WNT FI CONTINUOUS WALL FOOTING WITH 2 HS CONT.BOTTOM F I I I I TIHBY Nam. WF2 CONTNIKJU524X12'WALL FOOTING WITH 2IPS CONT.BOTTOM FITS CONTINUOUS 32'XI2'WNL FOOTING WITH 3 BSS CCM.BOTTOM WF4 CONTINUOUS 38010'WALL FOOTING WITH 3 HS CONT.BOTTOM ( I I I ABALONE FIS CONTINUOUS 42010'WALL FOOTING TRH 4 HS CONT.BOTTOM I I I RESIDENCE BY Fr 30•7(30-X1TM WI4N'SEACH WAY ( F2 36-X38•XISWISHSEACH WAY BOTTOM(18,000LBMAXJ I I I HENDEL HOMES F3 42'X 42'X 12'WI 5 N'S EACH WAY BOTTOM(24,500 LB MUX) F4 48"X48'X 17 IN/6H5 EACH WAY BOTTOM(32,000 LB MAX) I I I FS A0"X60'X 12'WI T N5 EACH WAY BOTTOM(50,000 LB MALII I I 1020 MOONEY LAKE DRIVE SUBNOTE:/AMINE 3"CLEAR COVER TO RENFORCNG �� ORONO,MN 55391 PER SCHEDULE: I I I N I USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL I I I MAINTAIN EX MINIMUM FROST DEPTH FOR ALL EXTERIOR PERS. , I I I P1 16'SQUARE POURED CONCRETE PER WITH 4 B5S VERTICAL(AT COWERS)AND N I I I I TES ATI2'O.C. I I I I P2 32'SQUARE POURED CONCRETE PERWITH A NTS VERTICAL(3PER SPE)AND 44 TES I I I AT 12"O.C. I I I Ape rop F NO PER IS REFERENCED ON PLAN BENEATH A WOOD COLUMN OR POST,ADD MSS I I I LOWER LEVEL VERTICAL IN CONCRETE WALL DRECTLY BELOW COLUMN OR POST BEARING. I FLOOR PLAN ALL FOOTING AND PIER SEES ABOVE BASED ON AN ALLOWABLE SOL BEARING PRESSURE I I I I OF 2,000 PSF.THIS VALUE TO BE VERIFIED BY CONTRACTOR.NOTIFY ARCHITECT I ENGINEER IF QUESTIONABLE SOLS ENCOUNTERED. I I I J I ni 1L —J BID/PERMIT SET 10'-0" B'-o" rB•-o' A2.1 Lower Level MIA=to I ron II brenner PLAN NOTES: _ 2 GENERAL FMAING INFORMATION. architects ALL WOOD FRAME TO COMPLY WITH APPLICABLE STATE AND LOCAL BUDDING CODES A IF-D• 20'-o' ° to D n a A, tT-D• AND THE NATIONAL DESIGN SPECFICATIGNS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATION./FOREST PRODUCTS ASSOCIATION(NEPAL. __ THESE PUNS!WICKED CONCEPTUAL TRUSS CONFIGURATIONS AND LOADING VP CONDRIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE DESIGNED AND THIS RE BY THE TO O CONSTRUCTION LICENSED ALLTO PRACTICE LOAD AND C T.I.HIDE UNIT r BEE ARINGSTATE Of CONDEMNSPROJECT. PRIORRIATE OSTS AND BEARING MNIGVERIFYQUIREM NTSMI NO ®M BULRN000NrYA CANDC ENGINEER 7EPo ANY BEARINORWUIRMTHES PLANS a:x]D36 '??'ID cuwriDDA BALDER NOTIFY ARCHITECT I ENGNEER OF ANY DISCREPANCIES FROM THESE PLANS. a x:e'-D' .D-o' M.. FOLLOW MANUFACTURERS RECOMMENDATIONS AND REWREMENTS FOR AND FURNISH -,,,,„,,,,..- ---,,____/--,,,,„,1 rt ONVa © I — ALL BLOCKNG,STFFENERS,BRACNG,FASTENERS,HARDWARE,ETC.NECESSARY Epi INSTALLATION. 43, W 14117 ALL CONVENTIONAL LUMBER TO BE HEM-FR GRADE OR BETTER.MINIMUM LVL LUMBER I b..l 36ID5L ;o PROPERTES' ® 226 myrtle street east suite I stRlwa�: . HR onbleter,mn 55082 FD=2800 F51 0 www.ronlvennerarchitects.com FY=285 PSI B D B D B 9 3z'I ' CSI RIDE AIR 651-3421278 E=1,900,000 PSI 11I DJD. 3G-3 WPQD9 W00AYTA JAHP? D ELSRBS36 cae'�. UNLESS NOTED OTHERWNE',EXTERIOR WALLS(INCLUDING DOTAGE WALLS)TYPICALLY «:a ' :B-a D0' TO BE 2X6 CONSTRUCTER,INTERIOR WALLS TYPICALLY TO BE 2X4,INTERIOR WALLS - �.�./iiti!w.. a WITH POCKET DOORS TO BE 2X6 CCNSTRUCTICN.POCKET DOORS TO BE CUSTOM r 0 GREAT 41 FABRICATED WED MBERSORNID ENGINEERED FRAMING'.CABINET WALLS AND s/6 �' TT BALLOpI FRAMED WALLS SPOIL BE FRAMED WTH'TMBERSTRAND'. i L ROOM 35 VD9 . • OUS-U) FE-U3 FCB-U CO 0�b /102 RAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE OF WALL SHEATHING AT EXTERIOR 'D .D-O' :D �• ggg0 WALLS AND TO CENTER LINES OR FACE OF STUD AT INTERIOR WALLS. - &G/iii�B....01/l4/ ice ic/i�o�/�r_�/ws/// �j,, I KRECN,O'BRIEN, COLUMN SEES SHAT NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR ON. r\ /4 POWDER a `'-a`+'s'UI xlAIR. I $ m MUELLER,ASSOCIATES,: SIZE AS REWRED.UTLIIESOUPSHBLWKNG OR BEAR DIRECTLY ON FOUNDATION. p \ / �1031 / / sn�ety-�v i STUDY ,BA DINIT4I a . 6115 G.n;e Avenue USE PRESERVATNEIDEATED CALLEDCOLUMNS,BEAMS,RATES,MISC.FRAMING MEMBERS AS \ / 105 ®q 1170 1 EG�REEN -7J4 M Inver 1566116 O)6 RC-0IIRED BY CODE AND AS CALLED WTNPLANS. \ / $ J9 3 INHERE WOW FRAMING SIZES ARE INDCATED,MANUFACTURER TO VERFY GRADE AND % \\ // 5Q,o t.xw S J 6 - 3 11Rµ --~-----la- 2 411) 651.451.4605 W 9 cAe:- i .tto '. cr SPPGNG REWREO TO MAMPN MNMUM 0480 DEFLECTION. ,.. o6 ! ^ 1..851.A51 0917 no \ / CO ALGOVE x'14 S_ m.. 9.m.t.a.1 ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED 93912 \\ // 3 104L LA ArI:rt4 3D 3.,x.3 OTHERWISE. `T' x7 •_y:SLCB .cx:nx v / r� u ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE. \ / I " v0+0, •• y DROPPED FLOOR BEAMS CR ROOF BEAMS SHALL BE 12'MAXMUM DEPTH UNLESS \ / f r !-3 t� r--_ INDICATED OTHERWISE o \ / WIG 6 I SLL RATES SHALL BE 2X6 MINIMUM.ANCHOR BOLTS SHALL BELS'MN.DIAMETER o \ / 110• F86 5 I]Bxr-, j R9a91 NN.OJCAST NPLACE WRHrEMBED.ANCFKX2 BOLTS SHALL HAVE ZDNMETER%0125' \ / i /. ---� (BVI v - xo.o°rc o..•oveo. THICK WASHERS TIGHTENED AND COUNTERSUNK 114'INTO THE TOP OF THE SLL PLATE. ^ \ / /WSLiaJ ^ ckeemy SNOW S/// // SPACING SHALL BE48.O.C.WITH A MINIMUM OF TWO BOLTS PER PECE WITH BOLT S' B 6 y I s , LOCATED NO MORE THAN IT CR LESS THAN 4'FROM EACH END OF EACH PIECE 2 a 3u '1O� E 6`-w^ / : ,y [_[J Dn inn AT TILED FLOOR AREAS USE MUDSET METHOD AND DEPRESS FLOOR SHEATHING SO IT IS 3 E RUSH MTH TOP OF FLOOR FRAMNG(SHEATINGN BETWEEN FRAMING MEMBERS). // \\ •\ I1� I�T�iV7EN 4 Ab•:: / \ / 6�^ WINDOW DESI4G SIZES ON PLANS INDICATE FRAME WIDTH X HEIGHT IN INCHES.VERFY / \ W 4 110H I 3 ROUGH OPENING SAES WITH WINDOW MANUFACTURER. u / \ A / Q 5 7 J AS A ANDLUNLESS SHOWN OTHERWISEFULL STUD ROVEE DOUBLE STK D AT STUD) / \ ED HEADER LINTEL SUPPORTS(ONE HEIGHT KING STUD AND ONE JACK STUD) / \ 0 8 ]-DxB-D G O ^ / \ MUD 4., .. -_-_--- �_ uonrru// J� vi SN.EXTERIOR F.O. I 101 I °i— 6 f 0 / A -p PANTRY CAD /� ALL EXTEROR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANEL Ot 3 for 0� ITDx3T] 50x6-0ENTRY .IF-U'] ELI OF SHEATHING SHALL BE RENEWED WITH THE APPROPRIATE GRADE-TRADEMARK OP / \ G / x:D'-D' ll.l THE AMERICAN RYWOODASSW.TKN. Y / \ �� T 0 FRONT y PANTRY ]DxB-0 PROVIDE IIB-SPACE AT EDGES AND ENDS OF EACH SHEET OR AS REWIRED BY THE % // \\ Al - 0 MICR %y TUN MANUFACTURER. / \ 0 % a 1101 I F IC, _ - - GRADE AND TYPE SHALL BE AS FOLLOWS: / V , R / • Q Roos SHEATHING:NM APA PATER SHEATHING EXPOSURE/ ' \ 5 0 ! C • ''n ECTERMOR WA11:2416 APA FATED SHEATHING EXPOSURE �— / 0 0 wren 0 0 • - W FLOORS'.4N14 PPR RATED SHEATHING EXPOSURE 1(1LG) ,. /,Va/U4r/..,/,////r/-� .//,/,/,:///////--//if//a/ /////.o�to/i/,o. N `Z/t '� -____ __.. a %i/f-�/n�//i F/Ul0//4vI. a Z 68'MNMUMROOF SHEATHING TO BE ATTACHED INITH 0.113'DIAMETER RAILS AT 6-D.C.; / qq/ t.\F''-tN ) cuDx>3a-3 cE EDGE,12'00.FEID.PROVIOED6'ac.NAILING TO ALL MEMBERS IN LINE WITH SHEAR 0 .._.DR %, �T, '.D-D' \cm 'JIM A90ts CO WALLS.EDGE FASTENERS SHOULD BE PLACED 718'FROM PANEL EDGES AND ENDS OR AS 0 0REOREOURED BY THE MANUFACTURER 0 ,La E.M •.'- Z 1S MNMUMFLOCR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113'DIAMETER o - 4 __ I! x 3� ��' -�__ LE MALS 06'O.C.EDGE,IZO.C.FELD. 3-0.9-0Y3-0.9-0 ^ AiM Bl�fi,� - o rR LIZ MINIMUM PLYWOOD EXTERIOR WALL SHEATHING TO BE ATTACHED WITH 0.113' ED METER.ALS AT 6'O.C.;EDGE,12'0.C.FEW UNLESS OTHERWISE NOTED ON PLANS, — / o':MULE YC �] Oa B a e a - ]'-D' CV BUILDER: A INTERIOR SHEAR WALLS TO HAVE SE GYPSUM SHEATHING BOTH SIDES OP WALL . e'-b• 1R'-D' tD'-b' 2'-D- 1- KENDE',HOMES ATTACHED WITH BB COOLER.ALS OR WALLBOARD NAILS AT7'O.C.EDGE,1Z O.C.FIELD 0 I L' 15250 WAYZATA BLVE UNLESS NOTED OTHERWISE ON PLANS L5 00 WAYZATA.MN 55391 / r ROHE 932-4.7204 SPLICE ALL SHEATHING ON A COMMON MEMBER SOAR TO PROPERLY TRANSFER SHEAR ` CO FORCES. ® / ALL SHEATHING NALNG TO BE COMMON WIRE OR GALVANIZED NAILS. O • CONCRETE WORK: ^a I m 0 DO NOT BEGIN CONCRETE WORK UNTL ALL LOADING CONDIRDNS HAVE BEEN VERIFIED 3r _arc BY GENERAL CONTRACTOR. 3i Cr) D9126.20,7 ALL RT(CONCRETE WOSHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND 0 .4- Am Ri,vt"6`1°01 Ret.I.C• ORDINANCES.CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. / Navin W.0..v TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 81 MINIMUM CONCRETE REINFORCED 0 Lp..m a. omb.t WITH ME AT24'O.C.EACH WAY AT EC CLEAR OF INSIDE FACE WALLS 10'ORTHICKER .6..s .0...6o.... SHALL HAVE ANADDMONAL LAYER OF MS AT 1,0.C.EACH PLAY AT 3'CLEAR FROM w hm•wue..my aen EXTERIOR FACE.PROVIDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL IF •.., '"O.I y'd° RENFpOEMENT,AND NOON 12-INTO FOOTING AT J'CLEAR OF BOTTOM. / r x'M�6p FOOTING AND PER SCHEDULE: I 920..6 USE 5,000 PSI CONCRETE AND GRADE 60RENFORCNG STEEL. • - I tu..A- WF1 CONTINUOUS 20'X 10'WALL FOOTING WITH 2 MS CONT.BOTTOM ma 6ARAbE I WF2 CONTNUDUS2PX12'WALL FOOTING WITH 2 ORS COM.BOTTOM 15501 5. WF3 CONTINUOUS STOIC WALL FOOTING WITH 3 RBS COM.BOTTOM 312 I ,pig 4 i—�� WF4 CONTINUOUS 36-%10'WALL FOOTING WITH 3 MS CONT.BOTTOM M A L O N E WFS CONTINUOUS 47X10'WALL FOOTING WITH 4 H5 CONT.BOTTOM P I RESIDENCE BY F1 38•X3M'X12'WI5H5EACH WAY BOTTOM(18000LBMAX) HENDEL HOMES F2 38"%38'X17 WISE4SAS EACH WAY BOTTOM(18,000 LB MAX) L E3 42-X4MX1TW15M'S EACH WAY BOTTOIB(24,500 LB MAX) F4 48'X46-X12'WI 6HS EACH WAY BOTTOM(32,000 LB MAX) , E5 60-X 60'X 17 WI T M'S EACH WAY BOTTOM(50,000 LB MAX) _ = 1020 MOONEY LAKE DRIVE ORONO.MN 55391 SUBNOTE:MAMA.3'CLEAR COVER TO REINFORCING USE SCHEDULE'. / USE4.000 PSI CONCRETE AND GRADE RAINEXTERI STEEL I F, PLANTAIN 80'MINIMUM FROST DEPTH FOR ALL EXTERIOR PERS. ,^ p P1 18'SQUARE POURED CONCRETE PER WITH 4 ABS VERTICAL LAT CORNERS)AND R4 3~ 9 TES AT IT 0.C. 'U P2 3ZSOUPRE POURED CONCRETE PER WITH 8 ITS VERTICAL(?PER SIDE)AND 04 TIES 0 , AT 1210.C. 0 s..t TO F NO PER IS REFERENCED ON RAN BENEATH A WOW COLUMN OR POST,ADD R5'5 .- 0 L b MAIN LEVEL FLOOR , • VERTICAL N CONCRETE WALL DRECTLY BELOW COLUMN OR POST BEARING. 0 'y" •r PLAN ALL FOOTING AND PER SIZES ABOVE BASED ON AN ALLOWABLE SOIL BEARING PRESSURE 0 0, OF 2900 PSF.THIS VALUE TO BEVERFIED BY CONTRACTOR.NOTIFY ARCHITECT I 6 !//,//i/iv/iai/// ,/.i/ ENGINEER F QUESTIONABLE SOILS ENCOUNTERED. o - 6. , 'i 4 1 C.16,12930 b" ` I5"M BID/PERMIT SET„, Sheet I Rumps A2.2 Main Floor vA=tu' ron brenner PLAN NOTES: architects GENERAL PRA MNG INFORMATION - , L W000 FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL BULDNG CODES ALL 2 b D THE NATXIN R DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOUIATON(NEPA). THESE PLANS INDICATED CONCEPTUAL TRUSS CONFIGURATIONS AND LOADING CONDITIONS.ALL FLOOR AND ROOF TRUSSES NDICATEDON THESE PLMl5 ARE TO BE /Ilk Alk 2 ..'., ,''',,..4‘ DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSEDTO PRACTICE WITHAL ANV AS't t` THE STATE OF THIS PROJECT.PRIOR TO CONSTRUCII RI VEREY ALL PONT LOAT T), A5.1 BEARING CONDITIONS AND COORDINATE POSTS AND BEARING RE9URB:BITB MTIII THE ryg BALDER.NOTFY ARCHITECT!ENGINEER CF ANY DISCREPANCES FROM THESE PLANS. '� FOLLOW MANUFACTURERS RECCMMENDATONS AND REQUREMENTS FOR AND FURNISH 2d'-0' ,,a...= ,h--- ALL BLOCKNG,STFFENERS,BRACNG,FASTENERS,HARDWARE,ETC,NECESSARY FOR y- � WSTALLAT1ON. I 226 myrtle sleet east 5 11e1 ALL CONVENTIONAL LUMBER TO BE HEMFRL2 GRADE OR BETTER MINIMUM LVL LUMBER fDM_ _ _ �:xE Or•!IiERIOR i. --cYw• A,,1L st Ihvater,ran 55082PROPE� I' aD2s a;A>D7 x 2D30aT•z>�7_ ® w o bre erOchf ct com Fr=285 PSI a Mal 'x '4i ' NO 651-342-1278 E A 1,900.000 PSI ` a_I _-o' I I eee.w UNLESS NOTED OTHERWOE;FXTEROR WALLS(INCLUDING GARAGE WALLS)TPICALLY ® I t �� I TO BE 2X6 CONSTHUCTON,NIERORWALLS TYPICALLY TO BE 2X1,INTERIOR WALLS o t0-4' 4-B m t AY. D'T a-5 1 WTTHPOCKETDOORSTOBE2X6CONSTRUCTION.POCKET DOORS TO BE CUSTOM FABROATED WITH•TMBERSTRAND ENGINEERED FRAMING'CABNETWALLS AND '0 I F'1 I - Ti'MTE I/B PLATE f a'VB'F4ATE Ti'RATE NLLLCq!FRAMED WALLS SHALL BE FRAMED WITH TMBERSTRAND•. 'O 'O I GHI D30-3 �T CU:I B4• I HE_A. PLAN OWENS ARE TYPICALLY TAKEN TO OUTSOE OF WALL SHEATHING AT EXTERIOR A t�� WALLS AND TO CENTER LINES OR FIDE OF STUDAT INTERIOR WALLS. X f • RICA ,—„„; T4 COLUMN SQESSHALL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR ON- 4 j I i� MUELLER&AS NATES,.. SIZERS REWRED,UTILIZE SQUASH BLOCKING OR BEAR DRECTLY ON FOJNDATON. _ BATA -- _ - (r 1' " 5LOPm :c2 Li. MASTER 6115 Cahill DU5 USE RRESERVATNE TREATED COLUMNS,BEAMS,PATES,MISC.FRAMING MEMBERS AS i'4,4*'.''''.. : BEDROOM L 212 1\�U 1�w.Gm.a 55016 RECURED BY CODE AND AS CALLED OUT N PLANS. WATER 201 j. _... v L „III Ml�.www 550)6 WHEREWWOFRAMING SEES ARE INDICATED.MANUFACTURER TOVERFY GRADE AND - `- " a• p� MASTER u III 651.451.4605 SPACING REQUREDTO AIRMAN MINIMUM U4N DEFLECTION. : , __ Ie.65t 451.0917 MLFLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLE55INDICATED `4 w _ BEDROOM - — larox@Nma.c.a� fxR. 4 BATA I... 202 j OTHERWISE. ., ! v _.... — ALLROOFBEMISTOBEDROPPEDUNLESSNOTEDOTHERWLSE. (i. ® DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE I7 MAXIMUM DEPTH UNLESS 'N . ...- INDICATEDOTHERWISE1.'MiSRRkIN.L SLLPLATESSHPLLBE2X8MMIMUM.PNCHO280LTSSHALLBE1l7MN.DAMETER "'� ® "RBoa 1 11 x..54m IUN.OJ CASs N PLACE WITH T EMBED.ANCHOR BOLTS SHALL HAVE 7 DIAMETER%0.125• w Nt. THICK WASHERS TIGHTENED AND COUNTERSUNK IM"PITO THE TOP OF THE SLL PLATE. l! ^ SPACNGSHALL BE IB•ac.WITH AMINMUM OF TWO BOLTS PER PECE WITH BOLT = _ 2-8x,-71=1l hl I` LOCATED NO MORE THAN 17 OR LESS THAN/"FROM EACH END OF EACH PECE 2-„xTA NUL zA .3 _ .I AT TILED FLOORARHS USE MUDSET METHOD AND DEPRESS FLCCR SHEATHING SO IT S - j 2001 LAUNDRY I �' FLUSH WITH TOP OF FLOOR FRAMING(SHEATMG W BETWEEN FRAMING MEMBERS). _ w 12,0 k - WWDOVDESIGNATIONSONPLANSINDOATEFRPMEWIDTHXNEIGHTNNCHES.VERFY — WIG r rmv 1' zL I r ROUGH OPENING SIZES WRH WINDOW MANUFACTURER j 204 8000 RAILING, V q ) nn i 1 S� CJ 0 HEADER IMUMUNLESS PPORT OTHERWISEOFEIHTKNGG DO ONE CK AID) T - . I, =III .w<+°. ( '� 4.exre HEADER AND LINTEL SUPPORTS ZONE FULL HEIGHT KING STUD AND ONE LACK STUD) - - oil 1.l T BATH SHFATXINO - - - : 1 2011 __ ,- ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANEL - U OFSHEATHING SHILL BE DENTFEDWITH THE APPROPRIATE GRADE-TRADEMARK OF — W 3dxT<c.o. W THE AMERICAN PLYWOOD ASSOCIATION. N11 hll I {� T ll PROVIDE iM'SPACE AT EDGES AND ENDS OF EACH SHEET DRAB REQURED BY THE _ _ r X IG n MANUFACTURER - • II 12051 � 061 ' �� "II '�� It , ...ATE 71,5 CO GRADE AND TYPE SHALL BE AS FOLLOWS' - ' - . I- w 1 w 1 BEDROOM D+TRE nAl Fl- ROOF SHEATHING:1020 APA RATED SHEATHING EXPOSURE) 'I 4a! W EXTERIOR WALL 21/16 APA RATED SHEATHING EXPOSURE 1 : - 0 200 a S'8'MNIMUM ROOF SHCE EATiNG TO BE ATTACHES WITH 0.113'DNMETER NAILS AT 6"0.C., 1 w 8"GFED , Z ', - � " All \ LESIN6 j/ O Z FLOORS 4824 PPA RATED SHEATHING EXPOSURE 1(TaG) _ _- f'- CO EDGE,IEOCFELDPRW SHOULD NAILING TO ALL MEMBERS IN LINE WITH SHEAR J ' '^ WALLS.EDGE FASTENERS SHOULD BE PLACED 3B"FROM PANEL EDGES AND ENDS ORAR !� !--♦f >a Z RECREQURED BY THE WNUFPCNRER - `---a x OA3132 ;uox2B31 GmCn32 :aCAT D2 (Lr r Z 3'PMNNUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITHO113'DIAMETER — II * LII ,,x,,61 Hb�2a32 0 ItI " I �'.''131°'D 41 VD' Ts°xnTS CO NAILS @T 0.0 EDGE,170C FELD. I II III• ... ISMNMUM PLYW00D EXTERIOR WALL SHEATHING TO BE ATTACHED WITH 0.113" VI DIAMETER MALS ATF 0.C.,EDGE,170C.FEID UNLESS OTHERWISE NOTED ON PUNS. I IlirI A 1 ANI I 1 IIT BUILDER: NTEFXMSHEAR WALLS TO HAVE ET GYPSUM SHEATHING BOTH SIDES OF WALL 1 I- , I III I HENDEL HOMES ATTACHED WITH 6d 000LERNALS OR WALLBOARD NAILS AT 7.0.C.EDGE 170C.FIELD I lIII �i VIII ^ Tv1 t x a = 75250 WAYZATA BINE UNLESS NOTED OTHERWISE ON PLANS I I, B 61 r1, .T aia a t_D T-o T-o 2 , 2-B, O WAYZATA,MN 55391 SROEALLSHFATIING ONACOMMONMEMBER SO AS TO PROPERLY TRANSFER SHEAR .1' lII•III II , I`i PHONE esz azw Il FORCES. i 1 1 III �I11 1'I } ALL SHEATHNG NAILING TO BE COMMON WIRE OR GALVANIZED NAILS. I 111,1 q I. lh "IIII VIII. ill O CONCRETE I I h II DO NOT BEGIINC NCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFED l ;I �I All III �- I o BY GENERAL CONTRACTOR, A " A i• �tnsrm+r ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BULDMG CODES AND I 'I I I'I I tl,.°1' " ...n w r`ce nra.o OiDNANCES.CONCRETE CONTRACTOR SHALL VERFY ALL REQUIREMENTS. III Y` I I „&.SARA TYPICAL FULLHEOHTFOUNDATION WALLS SHALL BE 8"MINIMUM CONCRETERENFORCED I 1 ' `I, III 114''. I, 1I I WTTHNSAT24'O.C.EACH WAY AT 314.CLEAR OF INSIDE FACE.WALLS 1D•OR THICKER I J•I I II L "r:. JI I" wAAA.WO 30 t 111 1 .I III l I.:, .e wuc.r mr aiw SMALL IUVEIW ADDTTIO/YL DYER OF AT I2'O.C.EACH WAY ATT CLEAR FROM I J 11 " t" : 1 ;)�...,' w'".'"• FXT REINFORCEMENT. PROVDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL 7 "t . :er A.,.a m.stip ap RENFORCEMENT.AND HOCK 12.INTO FOOTING AT 3"CLEAR OF BOTTOM. !III syrcA.w. FOOTING AND PER SCHEDULL i1 J h^ 14( I - L'mY USE 5000 PSI CONCRETE AND GRADE BO REINFORCING STEEL I 1 - _ WFf CONTINUOUS 20'X 10'WAIL FOOTING WITH 2APS CONT.BOTTOM H El;X f WF2 CONTINUOUS 241(17 WALL FOOTING 17 WITH 2S CONT.BOTTOMIl WFe CONTINUOUS 3O'IXL10'WA�LLFWTNGING WIITHITH HKSCOHT. I_ BILI ■ -11 - MALONE BY WF5 CONTINUOUS 47X10'WALL FOOTING WITH 4 EMS CONT. F130•XYr X17WI4 N'S EACH WAY BOTTOM(12,500 LB MAX) 7,I - ' RESIDENCE 1, F238'X38"X12•WI5 PSEACHWAYBOTTOM(1B000LBMAX.) HENDEL HOMES F3 47X42•X12•W/5 N'S EACH WAY BOTTOM(21,500 LB MAX.) F4 18'X48'X12-W!B M5 EACH WAY BOTTOM 132,000 LB MAX) h ! UBNOTE:M1WNTMNT�FARCOVER TO RREENFORCNG ) Il EACH WAY (50.000 1.13 1020 MOONEY LAKE DRIVE � ]� t ORONO,MN 55391 PER SCHEDULE: _ _ 1 USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL 1I MAINTAIN W MINIMUM FROST DEPTH FOR ALL EXTERIOR PERS t1. L ' 1 - I ^ P1 16"SWPRE POURED CONCRETE PER WITH I RS VERTICAL FT CORNERS)ANDA j 1.I " '' TES AT170C II , I. 1, ii- iL j •"111" fl •I ,III Il11 P2 37 SQUARE POURED CONCRETE PER WITH 8 ITS VERTICAL(3 PER SIDE)AND N TES AT 170.0. A III III f ( ) F NO PER IS REFERENCED ON PLAN BENEATH A WOOD COLUMN OR POST,ADD2SS'S �, AIN s im.. VERTICAL N CONCRETEWALL DRECTLYBELOW COLUMN OR POSTBFMNG. i 1, 1•, II 111 11'1: SECOND LEVEL Ir 1 �I H " it II FLOOR PLAN ALLFDDTNGIWD PERS DES ABOVE BASED CN ANALLOWABLE SOL BEARNGPRESSURE I 1 - I " III OF2,000 PSF.THIS VALUE TO BE VERFIED BY CONTRACTOR.NOTFY ARCHITECT! 4II .' N II it i ENGNEERFQUESTONABLE SOLS ENCOUNTERED. 1 1 1 III iIL 1, I1 A I , ` ILII "• t ' I L._ Qo rill ''''I ( 1. — I .P- BID/PERMfT SET 11 x��A2 III .3 010 Second Floor ron brenner i_ architects LJHTIVKxs K�6E VENT 5020 5-11,0 .• 5OOF FA56TA RIM 1 /� � - �,4- nID FDmr of x3vxar x55 ROOF / \ / ',PIM nixppT'¢ir 226 myrtle street east,suite 1 / j __' stilwater,mn 55082 :ovrlvuh 6p5E VD.r _ WIDE / sr><sE nc'tPt<• _.. :1.0-4,006 Ry-=vEFrt 651-342-1278 TCu9a BCdNng_ _ / com.3wrd. w EXTERIOR AEVATDN NOTES: HI -TYPIAL ROOFING TO BE FNERGIASS ASPHALT SHINGLES. (..._� I ' SEE ELEVATIONS AND ROOF FLAN FOR NCKTYPICALROOFNG Vit i I iuv; KRECH,O'BRIEN, MATERIALS AND LOCATIONS i■ k MUELLER&ASSOCIATES,... -TYPICAL FASCIA TO BE 1 X 3 TRIM OVER 1 X 10 FASCIA OVER I` L a nrf�^ %SUBFPBCA.REFER TO DRAWINGS FOR OTHER FASCIA AI I5 Collin A.enw CONDITIONS. Inver G.*HeogIva A rjgLOnd FI001' _ -<- _ __._ _ _ _ •�} AVnneeoro 55076 -INSTALL CONTINUOUS METAL DRIP FLASHING ALONG TOP OF 111 -11/8• i l � ' "�'�'--�� n gs FASCIA EDGE AND BENEATH SHINGLES.SEEROOF PLAN AND /1 TO-Fif'St 19001 If I _ -- g 651451.4605 ROOF PLN)NOTES. a., 1 O=1 1 loo _ _ _y`_ _ '_ _ _ _ _ _ I be 651 451 0917 -ALL-IRK INDICATED ON FLANS AND NOTES TO BE IIRATEO- ' . ~ •-•-�� - ltl UNLESS NOTED OTHERWISE. II* . a. ... •INSTALL WLR GRACE,VYCOR SELF ADHERED FLASHING AND 2 e'eoE n;,p SEALANT50$EMARC ND ALL WINDOW AND DOOR FRAMES KM -S \�'H SV M-'-'"'^ .� INSTALL ALL FLASHING ITEMS AND INTEGRATE WITH ANI -'x9 OYER si4xo LKM - , MOISTURE BARRER PER MANUFACTURERS —. L� RECOMMENDATIONS. AL- -TYFL(.PL WINDOW AND OOORTRIM TO BE AS FOLLOWS: .1,-,1,..'< T Tyat _ . .... -- a - -- e,. PNARR.M9CA£R12I2 .Dale -RAMS CROWN(AZEK BLDG PRODUCTS 6773753335)-WHERE 40l.c WO lRII NO CONTINUOUS TRIM OR AS INDICATED Main Floor _ _ _ _ _ ty'�� 'xE-55554; ' AT SGSEERP9RLW. 5/4X6@ HEAD TRM(WHERE NOCONTNOUSTRR6) - - - - �0-_a - II _.__ 5/4%B@YIBTRIM -_/_ :.: _L ��.._.. 5/4%3@SLLTRM T.O.Foundation _ -TYPICAL 2 PIECE WATER TABLE SHALL BE CONTINUOUS METAL FLASHING OVER 104 TRIO OVER 1510 TRI.PROVIDE BLOCKING AS REQUIRED TO DEPTH OF FOUNDATION STG+FED cowoETE AVD141.5155510101 F.:. SEAMISO',WW1•0451.SLAM U INSULATION 51555 Kix ID 5911 VE1EFF FKIV65 J -TYPICAL 3 PIECE WATER TABLE SHALL BE CONTINUOUS METAL 1 Front Elevation FLASHING OVER 1X2 TRIM OVER 1X4 TRIM OVER OVER 1110 TRrn PROVIDE BLOCKING AS REQUIRED TO DEPTH OF FOUNDATION Al H INSULATION W I- -TYPICAL -TYPICPL PORCH EDGE TRIM SHALL BE 1116 TRIM OVER 1510 TRM -INSTALL CONTINUOUS METAL FLASHING AT ALL WINDOW AND DOOR HEADS AND AT ALL OTHER EXPOSED HOREONTAL Q LEDGES Ce W -WINDOWS TO HAVE SPECIAL MUNTIN PATTERNS AS INDICATED Z Z -WHERE WOOD DECKING OR STAR TREADS ARE INDICATED W WOOD SHALL BE W. —_.__-- LY T__ 03 -WHERE INDICATED EXTERIOR 0050 RAKING MATERIALS TO BE E' I / . -HORQONTAL LAP SIDING WHERE INDICATED TO BE FIBER `�`` _._./ ce -F CEMENT(5'E3(FOSURE).AT OUTSIDE CORNERS FCORNER BOARDS ARE NOT INDICATED USE GALVMETAL CORNERS I (SMFLIOITY700L CORP.-SOD-2033000OR EQUAL)TO I CV BUILDER' SMUTATE LOOK OF MITERED CORNERS.PAM TO MATCH ,i ry . SONG. r L HENDEL HOMES BLVE -WHERE INDICATED CORNER BOARDS SHALL BE 5/4 X 6 TRIM - = 15250WA.MN 55391 (� WAY2ATA.MN7204 -SHINGLE SONG WHERE NDICATED TO BE CEDAR SHINGLES. - - GHSIE�NKF]01 ALL OUTSIDE CORNERS TO BE WEAVED ›- 0- •BOARD AND BATTEN SIDING WHERE INDICATED TO BE FIBER / N Q CEMENT SHEET GOODS WITH SA X 2 TRIM AT 160.0.INSTALL / CONTINUOUS METAL FLASHING ALONG HORVONTAL SEAMS. / /�: -- _ ...-..- 0 -WIND AND BOARD SIDING WHERE INDICATED TO BE FIBER / / I 1 _ A�,' O D. plF CEMENT SHEET COCOSWIMEE4 X 8 1R AT 160.0.INSTALL / - f CONTNWSMETAL FLASHING ALONG HORIDONTAL SEAMS. / / ... I _ C L vp.n en vr�e wlw.n..a.b -AU.OP SONG AND TRIM MATERIALS TO BESMOOTH FINISH i ' / s+ p..n By A�n.w / Ns. IrewgeAry....n -ALL SDN*MATERIALS PRE TO BE ADDLED OVER DRANAGE / / I .c..nrion.o...1on..e DIANE MATERIAL(BENiNAM OBDYKE'HOMESLIOKER- / - SeLODd FIOO�f deed sQwam •tk rn. 6005235261).TOP IND BOTTOM EDGES OF SIDNG AND / — ��- - - - - 1 _ /8� ,www Cue WWI,01,11.We Of gmew w ea Ml FLASHING LEDGES TO BE LEFT'OPEN'TO ALLOW FOR - - - — I 1 1 T T Nn.,,,, BREATHING REFER TO DRAINAGE DIANE MANUFACTURERS - - - - ' - \ T.O.Fir9t FIOOf Ay„ee.. INSTRUCTIONS AND DETAILS AS WELL AS STANDARD DETAILSMIIIIIIIM- 110-1 1/8•V ON DRAWING SHEET AI. __ _ _..., hi Lune— f -EXTERIOR UR COLUMNS TO BE FIBERGLASS COLUMN AROUND Pr*Na me STRUCTURAL WOOD POST. —_ M A L O N E -ENTEROR BEAMS TO BE WRAPPED WITH TRIM PER THE DRAWS. • i . I I L I - L l i I.`w ,+ RESIDENCE BY •REFER TO DRAWINGS FOR ADDITIONAL NON-TYPICAL {- — INFORMATION .. _ I . .-- - HENDEL HOMES qj _ 1020 MOONEY LAKE DRIVE i 1 _ __ _ i_ _ _ Mein FloOn 1 I _I -- - 100' ORONO,MN 55391 -_ I _ _ _ _ T.O.Foundatio_.n_� I SM.TM Gower Level EXTERIOR b9'-5 3/a' ELEVATIONS _ --- T.O.Footing -... — D9'-13/4•V '... 2 Right Side Elevation A3.1 114=1. BID/PERMIT SET A3.1 L. a) u 'I 6$,1, ' 11"gp a M WoQ�A I gii Z W o oc' �Z N C C .��- '5. 'm tc. �• Z _ C Q aQF 6 .FFE O Z = w� �O t : ';,gym <a d=i �lgw„, iIs�i w j �o "'> wt M u \, z3E� °.; c P / €/I" I Q 0 p 8o ''w Q O E_? uW eM �� ipp q 6(( i1Y' 8 1 * 72 aw n \ i - 3 x� i 4 d 1 E =trill€,. 1, o d' W - I 1,i = '311"S13311H021V 213NN3218 NO?J LIOL-1H0121AdOD O 1 I I I I , i 1 \\\N 11 � II I11 II �_® I ,�, J, I 1 1 I 11 11 1 '1 1 \ I H [ - 1 1 I I J ,_i 1 � � 1 Ilk I 11 I . c � �... 1 w I I ( m 1 'E ., 1111 ri I O ® O « 1- I INN1 II J 1 I. I I'''' -t'l IIIIIF ' '',' '--1 'I II 4 I I I I . Oc II ir me yrLmr ir_.' ° I I �n o:0m a0 Op II_ I I I 3I II I �� ,.,....., I ,Irliallaal II II ii 1 I 1 i m1 om6. �a k ry to �d S ?¢' .� i `y 2 ,si. wu 2a' o Zi. clr`I- OIO Im Jm �m . � �. . to.§ t p 1 ?a o-�A.- S ag .bk isog' �-- m��- I--Hv lm IT, *� m w E @w� g - g< w-- m 8 - IE s a a- !g , &g z w� g.t moo .g . FI Re = = R it; ! 3 g pg t ,,t.Y R8ig ;Xg '4%p � a . ;�L,,g 1 P§ ,x Exg * 564 o 0 , 2g £� Rn § 21 1 b� 2b8 ' r' k ff 6 .B n- =a 32 1; 2_gt12 d t gg.- a g' . 6g'P 6g ig SPP- w38 w? -< = F a EE' Kg-� I§ 2 1 g fi ? g iiizl g5g�4� i22g '2g . 1 :1, : Hh i ib . i 4 .w w ? ?ag!_ais ,, 0 �1 ron brenner PLAN NOTES: fa architects GENERAL FRAMNIG INFORMATION ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LCCAL BULDNG CODES AND THE NATIONAL DESIGN SPECEICATIDNS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION(NEPA). iiii- 7 ,..._.001.M1N39 THESE PLANS INDICATED CONCEPTUAL TRUSS CONFOURATONS AND LOADING vocv`5F'L a �c.,g CONDITIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE 5110770 20020501502.75 �\ DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSED TO PRACTICE WITHIN THE STATE OF THIS PROJECT.PRIOR TO CONSTRUCTION VERIFY ALL PONT LOAD AND 2:N:T 12'01.517011 fu 253 S BEARNO CONDITIONS AND CODRDRIATE POSTS AND BEARND REQUIREMENTS WITH THE •5 AT Q'OL.EA.n2r M' BUILDER NOTFY ARCHITECT ENGEEER OF ANY AND REQUIREMENTS FROM THESERANS. FOLLOW MANUFACTURERS,RECOMMENDATIONS FORDO/ARE, ET.NE ESARY FRH I^ I^ r1.01.1. `]12x6,,NEa ~ O ALL BLOCKING STIFFENERS,BRACING.FASTENERS.HAROV4ME ETC NECESSARY FCR IIz)u6 5 i All CONVENTIONAL LUMBER TO BEHEMFRR2 GRADE OR BETTER MINIMUM LVL LUMBER 121.6 TRIMMER 1. MALL 673 Y4-Yv2ivL .A O10 ]1 ye 7-NM B•ORL LONLeF-E RFASNING ,. ----_ BrOeED CO2RE Ec9r+a vS� M 226 myrtle Street east.SUitel PROPERTES: 1212x6 KING - 2)1%b%?G L nl Tx:N STONE VENEER /� E Fv'-Di STDAE 270050 Stillwater,mT 55082 Fb 4.2600 751 EA.END F 35*Wa I =A D" ry^SDS�I�eE NOT xEEDEDI ORE EWE�Gf a?K=T:L'1 www.ronbre-342-1chitects.com PY=285 PSI I I I I 11• - /W55IA:.ED 651-342-1278 E=1,900,000 PSI 5.3'AaS SLNI b E I \.„ 1_I s ( O _ Consul.. I Io UNLESS NOTED OTHERWISE.I UTERITERIOR W WALLS INCLUDING TO BE 2X4,INTWALES)RIOR WALLSTYPICALLY 70 x 0 j I I t TORE POCKET CONSTRCORS UCTION.INTERIOR CONSTRUCTION. BE 2X4,NTE CUSWALLS I a� WITHPOCKEW DONUT ERSTRAE 2X6 CONSTREERED POCKET DOORS TO BE WALLS TOM STEP FOOTING 0012AU210R5 GOVER nMKort A. t5'•LOL�zYj3 I T.50205 VENEER BALLOON FR WEED WADS SHALL ENGINEERED FRAMING".CABINET WALLSAND TO nA1Mi40 al'00 04.F UTEER n•. ,_V_,.._1_, AL205r 571E Orr- BALLOON FRAMED WALLS SHALL BE FRAMED WITH"TMBERSTRAND-. -- 00 BO1Tcn or TOXIN -fa)a%B--19H Y4x w12-wL 13Hvax _ _ LO[xpR - ------ ----(1-- (STer 2 roR¢.T01 VE7TL'AL) r� --' 7051 T- . RAIIDMENSONS ARE TYPICMLYTMEN TO OUTSIDE OF WDLL SHEATHING AT EXTERIOR Fl X-'nt X' WALLS AND TO CEMFA LIVES OR FACE OF STUD AT INTERIOR WALLS. STEE.IOLUNN L _ _ I Pc - P- 1 KREGH,O'BRIEN, " I t✓ Lt 5/SADDLE - J 3 5TU05 COLUMN SIZES SHALL NOT EXCEED CRUSHNG STRENGTH OF THE PLATES THEY BEAR ON- I 1 I 6)u001005ER W W W I MUELLER RASSOCIATES,.. SIZE AS REQUIRED,UQE SQUASH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. 00]11 LOAD (2)2X6 KING _--'^,•-'I"e^'¢ PROS ABOVE I I E.END 6115 C22111 Menne USE PRESERVATIVE TREATED COLUMNS,BEAMS,PLATES,MEC.FRAMING MEMBERS AS - -'- ." - _- I I -= -_I__ x0.5-An.25 In.x Grove HeyNn REQUIRED BY CODE AND AS CALLED OUT NPLANS. 1 - _ - 1 w rEKIFT F1rzELKE r ,til FOR Ix-. MinlrFom 55076 WHERE WOOD FRAMING SAES ARE INDICATED.?ANUFACTORERTOVERFYGRADE AND r 1 ' 1 ' I 651.451.4605 SPACNGREOURED TO MAMANMNMUMU480 DEFLECTION. I - 'A'ROOR TRI55E5 I '502220'W05E5 Ir IB'Fan.40455E5 - I _ I 6°6514510917 ALL FLOOR BEMIS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED I i I2 0CUEIS O?S✓B OH AO E? I I I R I M°° �m«M.m. OTHERWISE. I I IS ` rvE%6 rv'.axnann F. 1 ALL ROOF BEMIS TO BE DROPPED UNLESS NOTED OTHERWISE. I I I9 I• 005222EL 0-10 LV \I 1 LJ I W q 1m 8 E L 0.,3/4 E%F 415045 f I _�F.,f Fna L-, s �� DROPPED FLOOR BEAMS OR ROOF BEAMS 5WEL BE 15 MAXIMUM DEPTH UNLESS 00052 S_•e? T x INDICATED OTHERWISE I I I. -74,550III -x NIa.6'LVL O-..Aa}5 I X 9EAR"NG AO 1 YA00_:s. FO/IN-• FROy 390 ?+•'-ASE A0D'lD' R..... SU.RATES SWILL BE 206 MINIMUM ANCHOR DOLTS SHALL BE IT MN.AISETER W I 1 I (U.N.OJ CAST IN PLACE WITH T EMBED ANCHOR BOLTS SHALL HAVE TINESELRX0125' I SIDE 55 I I aro THICK WASHERS TIGHTENED AND COUNTERSUNK IIP INTO THE TOP OF THE SU.PLATE. r 11312•%°140 POST I I I SPACING SHALL BE 48'O.C.WITHA MINIMUM OF TWO BOLTS PER PACE WITH BOLT 4'011I.RETE SLAB 05 GRAS 7�I STEEL COLUMN I I LOCATED NO MORE THAN 170R LESS THAN 4-FROM EACH END OF EACH PACE nr 6x6 AI 41014 nrvF I. \ i, H ( ~70t 01NSADOLE G X 1- ATTIEDFLOOR AREAS USE MUDSETMETHOD AND DEPRESS FLOOR SHFATHNGSORSIiI F 1 t ' J - I ®�I -...ru_� -... - r-1 Vr I K FLUSH WITH TOP OF FLOOR FRAMNG(SHEATNG N BETWEEN FRAMING MEMBERS). I Iii L- 7051- U aI WINDOW ESMNATONS ON PIANS INDICATE FRAME WIDTH X HEIGHT N NICHES.VERFT I. I, I� .2.•xai7.YX ROUGH OPENING SAES WITH WINDOW MANUFACTURER ' .`(3)•55 xOR,_. 15'FwLI TRu*hE5 -I• 'd�rroe TR.55E5 ,,LI I^ ....L -I I I"^I Icy I I 0 AS AA MINIMUM UNLESS SHOWN OTHERWISE ON PLANS PROVIDED SINE STUD AT ALL i 1 E -'-'- '� I fl " m J HEADER AND LINTEL SUPPORTS(ONE FULL HEIGHT KING STUD AND CNE JACK SND) I r I���j B I-1 Iµ --- 1 �p W __ T(,(31.6 TR1D �'01 r (n ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANEL 1 _a LINE OF 70TE500 ,-. I L- 0 THE AMERICAN PLYWOOD 0.550CIATON.OF SHEATHING SHALL BE DENTFIEDINMI THE APPROPRNTE GRADIN-TRADEMARK OF } 4 1311ka N5OVt L9EAN r 12+5 iA0 X l - W PROVIDE 1/13'SPACE AT EDGES AND ENDS OF EACH SHEET CR ASREOURED BY THE2 t 1 L w I I 0 MANUFACTURER i- 1,11x6 T¢0 _7 6J I CZ GRADE AND TYPE SHALL BE AS FOLLOWS.. -.-�0R a,sss�LLL''' Z- off 1 1 1007 I Q ROOF SHEATHING:4020772 RATED SHEATHING EXPOSURE I L J A N"1.007 TR,55E5 1 OG OG EXTERIOR FYI).24/16 APA RATED SHEATHING EXPOSURE 1 m FLOORS:4624 APA RATED SHEATHING EXPOSURE 1(TAG) L P f 0 8 5 % X L I z - _ _ 518"MINIMUM ROOF SHEATHING TO BE ATTACHED WITH 0.113-DIAMETER NAILS AT 6"O.C.', L L J 20 -d:_ ' EDGE.EDGE FELD.PROVIDED"O.C.NACNG TO ALL MEMBERS N LNEWRH SHEAR _ -- + ___J m WALLS.EDGE FASTENERS SHOULD BE RAGED 3R'FROM PANEL EDGES AND ENDS ORAS -- j(- - REOREQURFDBYTHE MPNUFPCTURFR 1 _ __ --9-7--"-'' - ' Z-11 rAF 1 O 3/4"MINIMUM FLUOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113-DIAMETER 1 r, -+F LAND. /1.-- NAILS a 6"O.C.EDGE,IT O.C.FEUD. /1I I T - _ __ I -_ - t^� :.',rcEiEs�en.- 1T MNMUM PLYWOOD EIREROR WALL SHEATHING TO BE ATTACHED WITH 0.115' W ( Crn1-O 5020 M1A1 O DIAMETER NALS AT6"0.C.,EDGE 15 0.C.FELD UNLESS OTHERWISE NOTED ON PIANS. _1 I I L- •14'00. LV BUILDER: ill -.R.Z5 c MS Fx. INTERIOR SHEAR NNIS TO HAVE SirGYPSUM SHEATHING BOTH SIDES OF WALL 1 I L - J I HENDEL HOMES ATTPCHEDYIrTH Ed COOLERNHLS OR WALLBOARDNAILS ATT"O.C.EDGE,17 O.C.FIELD = 15250WAYZATA BLVE UNLESS NOTED OTHERWISE ON PLANS J. I I 3" 4 T C WAYZATA.MN 55391 1 I 5'CONCRETE S_AE/IMF 22, E 1,5020.455.202-7252 SPLICE ALL SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR VS AT'2'0 1 .a EA 5TH' NII s157 725 5.25.0°OeAI:vGs . W -DJIIEL Lo fNDN.MALL TD ANL-:TE.'FOR REVD,°57.04-0 ›- 0- ALL SHEATHING NALNG TO BE COMMON WIRE OR GALVANIZED NAILS. 1 A 1a'DAL ExuA4.Ov -PROVIDE a'VOID FORM O DOCONOT BRAN CONCRETE WORK UNTIL ALL LOADING CONDRONS HAVE BEEN VERIFIED © 1 I So-10200100 TE rO r0.5 AT 1r FLOOR 00 U BY GENERAL CONTRACTOR ® © I I ® B E.MAT-INSEE M35 FOR CONTROL 0000 O ° 9/`0,`55 A5 U AArow ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BULGING CODES AND I I rMtloe Ree°" ORDINANCES.CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. Noy It1-_-__ rN...N A°•2• TYPICAL FULL HEOM FOUNDATION WALLS SHALL BE B"MINIMUM CONCRETE REINFORCED 1 I 1 I M.,mq.1..0 WITH NTS AT 24"O.C.EACH WAY AT314"CLEAR OF INSIDE FACE.WALLS IT OR THICKER I I I 7000021005 IAL_4E:nF004:110 AT 5.201 •0.dA.t0500.702 e20 SHALL HAVE AN AORITONAL LAYER OF N'S AT 12'0.C.EACH WAY AT 3'CLEAR FROM _ EXTERIOR FACE.FROVOE DOWELS TO FOOTING TO MATCH MAN VERTICAL WALL 1 I 1 1 AT ror 07 MALL :zon'A0 nI:3155 m.n.mmaw o.' ma o.Aaema'A REINFORCEMENT,AND HOOK 15 INTO FOOTING AT 3"CLEAR OF BOTTOM. 1 I I •200.0C.VERTICAL 2..52 FOOTING AND PER SCHEDULE: I LI - I •ROVIDE t'COVER F0.74.0.1.6f WE - 9.00 USE 5,000 PSI CONCRETE AND GRADE 80 REINFORCING STEEL I I I I L WF1 CCNTINUOUS20.X10"WALL FOOTING WITH 2545 CONT.BOTTOM I Pm55 Nmme WF2 CONTINUOUS 24.517 WALL FOOTING WITH 255'S CONT.BOTTOM I WF3 CONTINUOUS 37X17 WALL FOOTING WITH 385'S COMTO .BOTTOM I 1 227E-E 5..29 05 25005 M A L O N E 6x6nuxnLa nn F. WFI CONTINUOUS 36-X10-WALL FOOTING WITH J M'S CONT.BOTTOM 0010: WFS CONTINUOUS 47XtG WALL FOOTING DOTH 4 N'S COM.BOTTOM I LONLREOE Fc=SII 2 NINMun NOTE; 701 30"X30"X17W/4N'SEACH WAYROTOMI?O,500LBMPX.) T•I----- REBM.Fy.6D«5Ii6R.i-0) GDAx5025 Fy 606�a60l�IMUM RESIDENCE BY F238"X3B"X1TW/5N'SEACH WAY BOTTOM(1E,WOLBMAX.) TOt90F;.FnALLVA¢IEs HEN DEL HOMES F3 47 X 47 X 17 W/SIRS EACH WAY BOTTOM(24,500 LB MAX.) 109 07 A. 0 F4 48"X48"X17W/BMS EACH WAY BOTTOM(32,000 LB MAX) FS 6O"X60"X1TWliNSEACN WAY BOTTOM(SOON LB MAXI • 22052FINIS-MD AA.. 1020 MOONEY LAKE DRIVE SUBNOTE'MAINTAIN T CLEAR COVER TORENFORCNG I Lx Ir°S aM•oe yJ r� ORONO,MN 55391 PIER SCHEDULE 2..102 _ •55 21:2 OL.vE¢•:C2- II -` =-•°5 B 420.2. USE 4,000 PSI CCNCRETE AND GRADE 80RENFORCNG STEEL I - •55 Kr•17.00.roRG'rn•2L 2 j II 1 I MI ('- 5 O .'0,22 22 MAINTAIN 60"MINIMUM FROST DEPTH FOR ALL CREME(PERS. I •ORAD LDII:R 1 '�2t III _ •a -F R 16-SQUARE POURED CONCRETE PER WITH 4R5'S VERTICAL(AT CORNERS)AND*4 I 5,,,,,,,10,22,...,,,„,,,,,..... 7222 5554: 9= I RE'Am]�G nhL TES ATI2"O.C. P2 37 SQUARE POURED CONCRETE PER WITH 8 ITS VERTCAL(3 PER SIDE)AND N TES I W I 27170.4 11-•-•- 1 G ,>,e F NO PER 6 REFERENCED ON PLAN BENEATH A WOODCOLUMN CR POST.ADD NS'S I I VERTICAL IN CONCRETE WALL DRECRY BELOW COLUMN OR POST BEARING. I I I ✓AI! I-8 i LOWER LEVEL ALLFOOTNG AND PER SEES ABOVE BASED CN ANALLOINABLE SOIL BEARNG PRESSURE 1 I I 1; '-21-0' o'- _ STRUCTURAL PLAN OF 2,000 ASF.THIS VALUE TO BE VERIFIED BY CONTRACTOR NOTIFTPRCHTTECTI - - Ili ENGINEER F QUESTIONABLE SOLS ENCOUNTERED. 121 wxa'-O SLAB 'R i- o I I REINF.(CTIA ••5 AT 12'01. - I Iia 5*, L o 1- - III 1111111 W Ill r � __� O II BID/PERMIT SET ----- 1-1 01 srs LDxGmuclxN. _a NMI.(1)./5 025002TUDIx2L 3'CLEAR 507700 A4.1 S Lower Level Structural Diagram 2 Sport Court Wall Detail 9 Retaining Wall Detail-Typical Mas v4=,ar P4.1S 17=11." ron brenner PLAN NOTES: architects GENERAL FRAMING INFORMATION I ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL BULDNG CODES AND THE NATIONAL DESIGN SPECFCATIONS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSCCWTION(NEPA). VigiVW ® ®.-_. % •• ,,r,,,•- ,,,, THESE PLANS INDICATED CONCEPTUAL TRUSSCONFIGURATDNS AND LOADING I]i 2x6'4:MMR =j, CONDITIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE 012x2 446 >!`, DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSED TO PRACTICE WITHIN 4/4 EV THE STATE OF THIS PROJECT.PRIOR LL RTO CONSTRICTION V6IFYAPONT LOAD AND HOMO eOOF'Ru%E - -- -_- - BEARING CONDITIONS AND COORDINATE POSTS AND BEARING REQREQUIREREQUIREMENTSWITH THE «1P GIRDER NIP vR1 _. BULDEA NOTIFY ARCHITECT I ENGINEER Cf ANY DISCREPANCES FROM THESE PLANS. - (5)'3/4 AI/,V 12/2X,RDAAIR - - ,:�• FOLOI MANUFACTURERS RECOMMENDATIONS AND REWREMENTS FOR AND FURNISH 01905411.• •�/110:=• ��•='_� 34/050aG ... __ ... ALL BLOCKING,STIFFENERS,BRACNG.FASTENERS,HARDWARE.ETC.NECESSARY FOR EA.-• 5 D5 -K•D+, M m INSTALLATION. '-'-':1 I �___ __ _ ____� II > _-. ALLCONVENTIDNAL LUMBER TO FEHEMFR/2 GRADE OR BETTER MINIMUM LVL LUMBER S _ _ 226 twateyrtle ree3550sUitel 55082 PROPERTIES: LaECP'reff - (on nOrem Bram hilec Fb=2800 PSI I ILJO0.ABOVE �I I a www.rSob, 3erolchileCis.com FY=265 PSI M q (2)2x6 EltDAMR - -'- 651-342-1278 E=1,900000 PSI -: -.-I I T- 12x6 RI. UNLESS NOTED OTHERWISE:ERIERDR WALLS INCLUDING GARAGE WALLS)TYPICALLY 00400(465515 1 .I 6?•CBt"C%35 I II`MPm 3009 reo55E5 E"�"E� cors rre I (9/ID403/]LVL (3113.4x91]YL ' '31t 3'4 9V2LVL TO BE 2x8 CONSTRUCTION,INTERIOR WALLS TYPICALLY TO BE 2X1,INTERIOR WALLS WITH POCKET DOORS TO BE 2X6 CCNSTRUCTDN.POCKET DOOMS TO BE CUSTOM -�� 1 -- €'?tw-•-•-• r -�• •�• FABRICATED WITH•1MBERSTRAND ENGINEERED FRAMING'.CABNETWALLS AND ' •=: •.- L-1 -ry BRION FRAMED WALLS SHALL BE FRAMED WITH•.MBE RSTRAND'. PT LOADS FROM Pr XV PR • 35'• L ,y�%/ PIAN DIMENSIONS ARE TYPUAIIYTAKEN TO OUTSIDE OF WALL SHEATHING AT EXTERIOR ABOVE TTP. -_\ �. b`% ' OWN WAILS AND TO CENTER LINES OR FACE OF SND AT NTERSR WALLS. I LI rvPx SADDLE �1 At �+61R I R�,4/ ,� COLUMN SAES DROLL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR W- I • f ex / 00 MUELLER E O'ASSOCIATES SEE AS REQUIRED,UTt OCSQUWSH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. _�- x0 ....., ^OCIATES,: I K 1 55E; - USE PRESERVATIVE TREATED COLUMNS,BEAMS,PLATES,MISC.FRAMING MEMBERS AS B R 6 5•A NAL RS 24/16.10 6115 C.M1.II Aw"w REWF.FD BY CODE AND AS CALLED OUT IN PLANS. 19'FLOOR T0.655E5 _Oat"LASS Im B.FLOOR TWfiE5 g I 434rv00D5x_fATNIN6v 100.00e 55076 BG 1104.NAILING M�nrrula 55076 SDEPER FOR 47 EY WHERE WOOD FRAMING SIZES ARE INDICATED.MANUFACTURER TO VERIFY GRADE AND y I" As¢E04i¢ECI x 651.151..1605 SPACING REARED TO MANTAN MINIMUM 0480 DEFLECTION q 1 i Id c i PROVIDE%SL vfOx si¢v (04651451.0917 ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED I" DOUBLE STM•TCLtiO OTHERWISE. ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE. 4 at 5 Anu 5T✓r -�R/555OOF ND tom„q I 50 , '=0'•1 4051E 1 TR/555 DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE 1T MAXIMUM DEPTH UNLESS 6--4 " 0 A S+E<'•ItYi I \ .-xx �-'O)2'in c-T55A 62.DEA INDICATED OTHERWISE � iI I 5rEE-'A1Hx 0000. 0000.. _ "0-A,-nAL],G I I 4,r, Am WEAVED R�DD6 BFJv I' 41 NI"6 SAME '2)2:P ` • �•\-,."j 2x.x/4 LA'E M5..A iY LA. • SAL PLATES SHALL BE 206 MINIMUM.ANCHOR BOLTS SHALL BE IIT MIN.DIAMETER / l` anmre III.N.OJ CAST IN PLACE WITH T EMBED.ANCHOR BOLTS SHALL HAVE 70NMETER X 0125' end ns o..c v6o0 THCK WASHERS TIGHTENED AND COUNTERSUNK IO'NLO THE TOP OF THE SBI PLATE. ' SPACING SHALL BE 48.O.0 WITH A MN MUM OF TWO BOLTS PER PECE WITH BOLT -+, , ..5...;;A= 4540x0104n LOCATED NO MORE THAN IT OR LESS THAN 4'FROM EACH END OF EACH PECE LI Y \ 1 i __._ -YM A9WE 11 Ili SX - 16ROAR-.V. i • 55x6"¢"D.PJsi n1Tx AT TILED FLOCK AREAS USE MUDSET METHOD AND DEPRESS FLOOR SHEATHING SO R IS \ 1B'9.040'Ru55E5 1 i 505- _5.C4^Av. , I • 525E .h FLUSH WITH TOP OF FLOOR FRAMNG(SHEATNG IN BETWEEN FRAMING MEMBERS). __-_• APE "ALR¢r____ - W Rax'Ra5 65 WNDCW DESIGNATIONS ON PLANS INDICATE FRAME WIDTH X HEIGHT NNCHES VERIFY I •. It y g _t II ROUGH OPENING SEES WITH WINDOW MANUFACTURER EPI 3 2.1206E. T"-IL 5/60:4 Ia .4 a.4 RICO - 5E5 AS A MINIMUM UNLESS SHOWN OTHERWISE CN PLANS PROVIDE DOUBLE SND AT ALL G0. EF15 AEA.PROS., ♦ f 1- `-- 1 6 U HEADER AND LINTEL SUPPORTS IONE FULL HEIGHT KING STUD AND ONE JACK SND) (951UD ER0909....Ai10 - r.' ^057 , _ 31 vol J DIC 1 t O4.OOf 5 440,P6 TO`V6E NAta: _- BNEIITIONO: R_ __ .--- --y 0000 I 1 6 xIP 6PNER PLL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANE. - 2x0 f21 fL 2x8 _ g0 OF SHEATHING SHALL BE DERIVED WITH THE APPROPRIATE GRADE-TRADEMARK OF z ,' 4 W THE AMERICAN PLYWOOD ASSOCIATION. \ re'F• C. -155'5 ' a H PROVUE MIB'SPACE AT EWES AND ENDS CF EACH SHEET OR AS REARED BY THE J MIME OPv 42880E G AROAN"¢80.3_5 .\ 1 r 0 MANUFACTURER. X 3'4x IVBLVL 'e,eF.00e'Rfi5 _ W GRADE AND TYPE SHALL BE 0.S FOLLOWS: -' ,`�, srRIF SE AT --•-•_•T• -; -•- l6'4c. 1,1..0 PROM w I t 1{ Q ROOFSHEATHING 4D20APA RATED SHFATHNGEXPt75l1RE1 1 <;xt P05' o K EXTERIOR WALL:24'18 APA RATED SHEATHING EXPOSURE 1 Me9EAea63201 " •A-•_ _•--s •$•-' EA B.O d 3 J W FLOORS.4824 APA RATED SHEATHING EXPOSURE 1(TBG) •>-: T 13 Y B-V BEAM T �;p S IY� ___r.Rl. 1 m Z Ill str MINIMUM_ fN'.Y4xx V]LVL !4/009 y`✓ IT.i I 9 CC EDGE,RECRC-1OU7 FEND.RROVDEDSORED BY THE RC�NAL 13 TO ALL MEMBERS SHEATHING TO BE ATTACHED VIRH D.113- IN WITH SHEAR AT C E+'Mt 9051 •$T ��i , /240144245 m WALLS.EDGE FASTENERS SHOULD BE PLACED IB'FROM PANEL EDGES AND ENDS OR AS L. •---•- -•� •---- jI 3AEND YG MNMUMFLOOR SHEARING TO BE GLUED AND ATTACHED WITH 0113'DAMETER L ---' 15/ VER 004 0 NALS016'OC EDGE 170C FELD. (0.0-5 12?ANNUM PLYWOOD EXIERUR WALL SHEATHING TO BE ATTACHED WITH 0.113' I 2 II54x 20 - -- - - -- a DIAMETER HATS ATF O.C.;EDGE,12'D.C.FELD UNLESS OTHERWISE NOTED ON PLANS. B"w w txt-A.0.05.9014 SUOB:r S'L4"TRH 5'331 SGP D.¢AnaSS BUILDER: _ S:M9 n P45r LW MD ¢.011ELT F0¢4:Y=„Pa:D0 r4 HENDEL HOMES INTERIOR SHEARINALLS TO HAVE 5/C GYPSUM SHEATHING BOTH SIDES OF WALL _ caJv'4b53 525E Y°'LA' ULAvA".Jx H- ATTACHED WITH 64 COOLER MALS OR WALLBOARD NAILS AT 7'0.C.EDGE,12'O.C.FIELD Ail -y„AE 01,4.J:N•z = 15250WAYZATA BLVE UNLESS NOTED OTHERWISE ON PIANS OVR.V.FRA.:xG MEMBERS (, WAYZATA.MN 55391 SPLICE ALL SHEATHED ON ACOAMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR 1, XC PHONE 662-404-1204 FORCES. lib ALL SHEATHING NAILING TO BE COMMON WIRE ORGOLVANEED NAILS. �IP� _/I O CONCRETE WORK: OO NOT BEGIN CONCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFIED B 1 x(.-.R U BY OENEMLCONIMACTOR G I` ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BUXDING CODES AND ,s( U O ow tvtvmn Pmnn61011Mew,.R..a.,m ORDINANCES.CONCRETE CONTRACTOR SWILL VERIFY AIL REQUIREMENTS. i1 on.m5 Aura 3• TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 7MINBAUM CONCRETE REINFORCED • Ih. ./6,n. 6r" WITH KS AT 24'O.C.EACH WAY AT 3/4.CLEAR OF INSIDE FACE.WALLS 10'OR THICKER .4.,4,.<.5/1,o,,.von.e. SHALL HAVE AN ADDITIONAL LAYER OF KS AT 12'O.C.EACH WAY AT 3-CLEAR FROM h ms n un.my aten EXTERIOR FACE.PROVIDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL ..vmm,..awl.m.a4/1.61 RENFORCEMENT,AND HOOK I2'NTO FOOTING AT 7"CLEAR OF BOTTOM. - •-•�•- ....n w.n...am.snna FOOTING AND PIER NRETEANO I( /� sMv a m USE 6,000 PSI CON BCHEANO GRADE 60 REINFORCING STEEL ' / WFI CONTINUOUS 20'X 10'WALL FOOTING WITH 2 KS CONT.BOTTOM SII 5InP5Jx 43 CLIP 10300- WF2 CWTINIgU52PX12'WALL FOOTING WITH 215'5 COM.BOTTOM I "VV55451 2A4 TOP LEDGER EII, 12/5IMPSON NON 04.2 e' Prom Name WF3 CONTINUOUS 32'017 WALL FOOTING WITH 3*SS CONT.BOTTOM A 1', WF4 CONTINUOUS 38'X70-WALL FOOTING WMH 3 PIS CONT.BOTTOM I WFS CONTINUOUS 47010.WALL FOOTING WITH AKSCONT.80ROM 24 400f"4055E5 1.( AT 10Ite 04. MA LONE BY MANUFACTURER. A'24'00 MM. RESIDENCE BY 1NOT,.0655 955115 F1 80•X30-X12.80/4 KS EACH WAY BOTTOM 02.500LB � HENDEL HOMES F2 36'X36'X12'W/5 KS EACH WAY BOTTOM(18,000 LBMM4%J R• F3 42'X42'X12'IN/5 KS EACH WAY BOTTOM(24,500 LB MAX) _- ---+-_ I F4 47 X4X17W/6 KS EACH WAY BOTTOM 131000 LBMAJ L2xt TRIMMERS l _,^-0,1-EDGE4/1704 80' F5 X670'X12.W/7 KS EACH WAY BOTTOM 150,000 LB MAX) (21 X.KING 1')111 fL Y-7"4" .22 1020 MOONEY LA KE DRIVE SUBNOTEO Of :MAINTAIN 3"CLEAR COVER TO REINFORCINGREINFORCING1RE4 V�D.-�YH, T' ^'O ORONO,MN 55391 PER SCHEDULE: 5044'45553 ,'I ssmrsox WSN I 557EA'ER4.Je 4h..`RAvaG USE 4,000 PSI CONCRETE AND GRADE 60 RENFCRCNG STEEL '-,I MMGBt MAINTAIN 80'MINMUM FROST DEPTH FOR ALL EXTERIOR PERS. PI 16'SQUARE POURED CONCRETE PER WITH 4 ISS VERTICAL(AT CORNERS)AND 44 _ -i.I•-MONO-( TES AT12"O.C. 60Lf WAS mj rR655E5 P2 37 SQUARE PORED CONCRETE PER WITH 8 ITSVERTICAL I3 PER SUE)AND*4 TIES "-"-"-"-----• • AT 170.C. -`0.00P- % -7•----C---------.I 2 TYPICAL MONO TRUSS DETAIL IF NO PER IS REFERENCED ON RAW BENEATH A WOOD COLUMN OR POST,ADD 2I5'S 'R�5A3 �4 /• P// \•y AA25 1"=1'A" srexrue. VERTICAL N CONCRETE WALL ORECTLY BELOW COLUMN OR PAST BEATING. MAIN LEVEL • D � STRUCTURAL PLAN ALL FOOTING AND PER SEES ABOVE SED ON AN ALLOWABLE SOL BEARING PRESSURE % OF2,000PSF.THIS VALUE TO BENSVERIFIEDENCOUNTERED. BY CONTRACTOR.NOTIFY ARCHITECT/ 1 / IU •\ ENGINEER F QUESTIONABLE SOLS ENCOUNTERED. % '113'4 x eve \ -'16 B it ari2)M6 !213TH POST f ED TRI/55v=rLIE4VR[fY BID/PERMIT SET I fR4nIN6 COx01TI0N AT 56e. XIGN NIP ABOVE N""" c ®Main Floor Structural Diagram A4 2S ron PLAN NOTES: l P5.+ le B re n n e r AIIbi architects GENERALFRAMND INFORMATION r ALL WOOD FRAMNG TO COMPLY WOO APPLICABLE STATE PND LOCAL SUEDES CODES ANO THE NATRNAL DESIGN DUCTS AATRNS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATRW L FOREST AtODUCT5A5SOCW170N(NEPA). I : THESE INDICATED DESC°NNE N88P GINEER NDROO7RTRUSSES NDICPIEO ON THE PLP IS PRE TO SE yy ROOFiuPROVIDE Y 9Ena:rl6'rttIGK) �fl1vgi lr.Lvl - 4 .. THE STALE aF THIS PROJECT.PRKM TO CPOSTS MI ITONSING RE LLPONT LOAD AND ® I a I I ' AS _ -.,,__s ING REARED CONDIi S PROJE CA0R IWIIE YONST AND BLEARINSO REOUREMENTB M'ITN THE ` QI BULOETL DTFY ARCXRECT I EDNEEROFANY DISCREPANCIES FROM THESE PLANS. I I "'t, ALL OL MANUFACNRERS RECO ING. ANAND REQUIREMENTS FORAND FURNSH ID.6{2,xnFR ALL BLOCKNG STFFENERS,BRPLID,FASTENERS,HARDWARE,ETC.NECESSARY FCR �S KIr6 NSTPLIATpN. I a 1 - t XJOF•411'-' . I -'-- q- 6,R.-E '+':LAW 226 m tle street east,suite l ALL CONVENT/MAL LUMBER TO BE HEM-FR 42 GRADE OR BETTER MINIMUM LVL LUMBER .P.ATE l a-I'v6'F-..TE I (PMNLEL GJe01 I-- I Yr FROPERTEB st3lwoter,mn 55082 F0=2800 P51 I])YA+ ]1,1 �� ` I wwwl bennerarchit ts.cOm Fr4245 PSI k Pl1Y«a v]-v- -s+— _ _ _ X651-342-1278ec E=1.900.000 PSI I _ Duro '••v- (D]RE T1lIM�R /�/4 UNLESS NOTED OTHERWISE.EXTERIORWP113IINCLUOINS GARAGE WALLS)TYPI AULTO BE 2X6 CONSTR ii Y ��+ I 5�E' I I I ]EA SIDE 61 I •_dF' {IIS VIII III WITH POCKET DOORSNOTO BE 2X8 CON51RUCTpN POCLKET ODDEST BEC USTOMLS ,`, • �F ^ __ II ".` I QV44 11 caurra ET BALLFABRICACONIRAMD ED LS P ENSKN6S ARE PICPIIY�TPILEN OOUTSIDE OF WALT LSHEATHINGA EXTERIOR _ ' V. ,.' '°I� .............I I I - ERE-lL - — enl1� II. {II Ti FRAMED WIRI TIMBERS WALLS PNDTOCELEESORFACEOFSTUDATINTERIORWALLS. I iKRECX,O'BRIE , COLUMN SAES SWILL DTEXCEED CRUSHES STRENGTH OF THE RATES THEY BEAR ON. _ =• I ..lr'r II MUELLER d ASSOCIATES,. SPE AS REWRED U77LIIE SOJASH&OCKNG OR BEAR DRECTLYONFOUNDATNN. _ OF IHSNSI5 1 _ tll +"`�r�^ USE PRESERVATNETREAIEDOOLUMNS,BEAMS,PLATES,MISC.FRAMING MEMBERS AS wJF_I I aI,SG si 11.cn14 REWRED BY CODE AND AS CALLED OUT NPLANS. [_ _ _ ,I = '." ^Te,t I (PARALLEL Ox0eJ1 1 ---:-...i------- -- I�"`-` ll i1 SI s.wmI60)6 WHERE WOOD FRAMES SAES ARE NOICATED.MANUFACNRERTOVERFYGRPDE ANO 1 _- - i �R hl - SHACNGREXUREDTOMAMAINMINIMUM0460DEFLECTION. _ • ... Y 65.SSI SOS ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED _ _ '- k • s I f d r [ konsaN-o >m � 1 651 VI ( 11 b. OTHERWISE ,,. a GI2R 1555 ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE T --�- �F�``, I F .- .:II -.IIe III NDICATED OTHERWISE - . I S I' - - f DROPPED BOOR BEAMS OR ROOF BEAMS SHALL BE 1r MAXIMUM DEPTH UNLESS s ..... "I I --, :- -- IS_ I I1I SIUN.0)CASi TN RADE WRH2EMIED.ANCHOR BOLTS SHALL HAVE YDNMETERX0.125'UNX 1/4'INTO T - I yt 4 -i-� ''�'tII` z ..,O. SPACES SMALLBETHICK WASHERS S OLW RHA MWMIUMSOF TWO BOLTS PEER PIECE WRNTOP OF THE S PLATE. TL N i i / - Tj-7Se„/ ,I I I ..�.� rn on o..=nPmn LOCATED D MORE 7164687 ORULESSTHAN 44 FROM EACH EDOF MEACH PIECE R i W F --� ,_ ._ 1 I .I li AND AT ILEO FLOOR AREAS USE MUOSET METHOD AND DEPRESS FLOOR SHEATHES SO R IS _ _FLUSH WRH TOP OF FLOOR FRAMES ISHEATING IN BETWEEN FRAMING MEMBERS). #t L i - 1' i - i III WNDCW OESIGNATONS ON BANS NDICAIE FRAME WIDTH X HEIGHT IN INCHES.VER/FY _ a _� r ROUGH OPENNG SAES WITH WNDOW MANUFACTURERS #� : � - ASAMNMUM,UNLESS SHONE OTHERWISE ON BANS,PROVIDEDOUBLESND ATALL t LRJJF_I I I I I - 1 tI. FA (,) Vi HEADER ANO LINTEL SUPIPORTS(ONE FULLHEIGHT KID SND PNO NE 44CK SND) - III ITi.55E EN \' i I'`. I eJX APD-AJEx a. J I ALL THNGSWLLLBERX:MFEDWITHTSHPEPPPROPRNTEGHADE-ITRNG'ADEACEMARKOF i I ti i ryl �/� ~�w,Ct� r �I - LiJ JiJ UREA.?6NLEVERERAYE A5 J I\t.,, 4 U EL THE AMERICAN RYWOOD A550C14770N. _ 4 PROVIDE 118'SPACE AT EDGES AND ENDS OF EACH SHEET ORAS REQUIRED BY THE i I 441-.1 ..� I ` I `I I '\T.8 `r.4P.l.-3-n _ _ wI '4. I. • s 1 \ Ex-:eS nR- ce MANUFACTURER / C533 A'SrB.E K id �,._ _ n II- v^re f]]xq le 3Mx I]VII Jb?mrss[s AI twLE 1 e 414 - tY GRADE AND TYPE SHALL BE AS FOLLOWS f fD AD —6 fI]+t ROOF SHEATHING.4020 APR RATED SHEATHING EXPOSURE 1 -- ( F : Yaa 02.VI K FJ F ....... I -y P E7LTERIDR ALL 24/16 APA RATED SHEATHING F]IPEI3URE1 " '1-1 - NII' ' 1LL ( biRlxxEKFLODRB_4K24APARATEDSHEATHNGEXPOSUREI(T8G) � {� 1. III Y114 1 ....U' lix6 FPW v 5 Z 5A,5X 9 Alt JZ'"?GR Z EDGE.12'D.ROOF SHEATHES TO BE ATTACHED INTRI01MBERSIN LIN NV1HAT 6'O.C.; ` I �� x l f I ^Itt ` ELVDER0.5 9FCP66 LL WALLS.20.C.FSTE PROVOEDB'O.C.BALING TOALL MEMBERS IN LNE WRH SHEAR Y 1 1 1 r l •m-55 xYE:"=e^�E Q' WALLE.EDG FFASTENERSSIIOUCDBE PLACED 318"FROM PANEL EDGES AND ENDS ORAS ,II ._ 1 I / Z REQREQURED BY THE MANUFACNRER { li Z I . ( I'll O 1P Se6'O BOOR SHEATHES TO BE GLUED PNDATTIICMED WITH 0.113'DMMEIER 1 1 �I ISI { 1•- K r441b 8'O.C.EDGE,170.C.FELD. ,,d1.1',_ Ir Ll . I 10'MNMUMPLYWOOD FMERETR WALLSHEATHID TO BE ATTACHED WITH 0.113• SII ' L 1 1 1 4' r1 OTG O DIAMETER NAE ATFOC;EOGE 12'DC.FELD UNLESS OTHERWISE DTEDON PLANS. I P 117 ' I• eo+wE 5IxP60N•.0.v AT c BUILDER: NTERgR SHEARWALLS TO HAVE 5)B GYPSUM SHEATHING BOTH SUES OP WDLL I,' r, h r 'h r r - ALL ROOF-R,�s�..Am'-+'P:ca! H' HENDEL HOMES ATTACHED WITH 64 CODER NALS OR WAULBOARD NAILS AT 7"D,D EDGE I2.00.FIELD ® I 1 '�I'r t 1 'I. ri II I �=n 15250 WAYZATA BLVE UNLESS NOTED OTHERWISE ON PLANS J ryI..I IIID F3. I. I'-_ V WAYZATA.MN 55391 FORCES. PliCHSPUCE SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR I , - } E�z ' 200 ' ' 0 1 d t. ALL SHEATHING RARING TO BE COMMON WIRE OR GALVANPED NAILS. �. 'I I y CONCRETE WORT{; ' I III ") 1 1 ���� j �• O DO DT BEGIN CONCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFIED 'II BY GENERAL CONTRACTOR. I=1 III ',ill!' III U 04010 5 ALL CO CRETE WORK SHALL COMPLY WIM STATE PND LOCAL BULDID CODE3 AND '. 7114r • w.. Ell Ir O Pmpnrtt erg.x,we 110444a ORDINANCES CODRETE CONTRACTOR SHALLVEPoFY PTL REOUIREMEMS. = on.,ne Aura TYPICAL FULL HEIGHT FOUNDATION WALLS SHALLBEI MINIMUM CONCRETE RENR CEO , - I �11:•,- 111 14/44/14<.,ur 5-ne p.P WITH NSAT24'O.C.EPGH WAT AT,,,,W,/!.1.16 INSOE FACE.WALLS 10 ORTHK:KER ""II a.w n.o� waay ems, SHALL HAVE PN ADDIipNAL LAYER OFHSATI20.C.EACHWAYAT3'CLEAR FROM _ 4 4 m• EXTEROD FACE.PROVOE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL ILII 0.m 40,046 SI RENFORCEMENT,7WD HO(12"ElO FOOTINGAT 3"CLEAR OF BOTTOM. , II I, = EDDIES AND PIER SCHEDULE: sa<c USE 5,000 PSI CONCRETE AND GRADE BO REINFORCING STEEL. • Icenee• WF1 CONTINUOUS 20'X10'WALL FOOTING WITH 2R4S CONT.BOTTOM •i i I:Lv WF2 CONTINUOUS 2PX62'WALL F00T1NG 1511112405 COM.BOTTOM ,•. -_ 05510 wm. WIT COIINLM)US 32•X77 WALL FOOTING WITH 3455 CONT NTFOM - I II4 WFI CONTNUO/5 3F1L10'WALL FOOTING WITH S EES CONT.BOTTOM WFS COITN001/S32X10'WALLFOOTINGWTTH 4445 CONT.BOTTOM - II II1 MALONE F1 3o•X3POICWIIRFSEACHwn7BOTroMuzSCDLBmix� 1 yl �1 I 11 I RESIDENCE BY F2 38"X30'AX 12WISMSEACHWAYBOTTOM 118000LBMAXJ I III FJ 42x42zirw/54PSEPGHWAYBOTOM(24500LBMAx) I �I �� I HERDER HOMES P4 48'X48'X12'WI644b EACH WAY B0T70M132000 LB MAXI I I I III. I " 1 FS 90'z80'0lr wn 445 EACH war Wl-TOAI IS005DLB MAX) `'u II. "-II• .I� "i' 10201020 MOONE7 LAKE DRIVE IORONO.MN 55391 SUUBNOTE'MAINTAIN 3"CLEAR COWER TO REINFORCING ' 1 •a ,I" ^ly L II I'1J'I^ I�I PER SCHEDULE II �I, 1111. 'I III III 1 OMANTANN-MISE 4000 PSC MUM ROST DEPTHAND EFOR ALL EXTERIOR PIERS.60 REINFORCING STEEL 1, 'I 1 I . II III III 11 III ILII 1 LWE,`e -Oe w 11- r '` x1� it 4 . .11."hl I^Illi O� PI 16" TO.EPOUREDCONCRETEPIERWITH4X5'5VERTICAL(AT I, ILII11, �I .I' Nf.�I P2 32SQUARE POURED CONCRETE PIER WITH 8 ITS VERTICAL(3 PER SDE)AND M TIES I ,. I �Ir II • AT 1r O.C. 1 ,'t X11 . Iy II[ rUPPER LEVEL C. FDPER6REFERENCEOONPLANBENEATHAWOODCOLUMNORPOST,ADD2N5'6 L. F .I. 1 , ) 11 " Y,..11 si.nir VERTM/LLNCCNCRETE WALL DIRECTLY BELON COLUMN OR POST BEARING. 11 N_ 77771'00 7 ILII .[H'',1,C .W H" li. STRUCTURAL PLAN IS ^ -0FYSOILARBEARREINGCTPRE ISSURE OFALL2FN.000OEETN PRF.OUEDSNPVLLSEATEOESOPROV LVSEREEFNCBOUBDNTEOJCOREANNTRAC D.AOTORABLEN BID/PERMIT SET I 1 Second Floor Structural Diagram A4.3S r • I TYPICAL BULDNO SECTION INFORMATION: {{,.,,, ron TYPICAL ROOF I CEIUNO SYSTEM SHALL BE: 4 re n e e r -ROOF SHINGLES.SEE ROOF PUD ROOF RAN NOTES. -ROOF UNDERLAYMENTS( SEERFELTISELFADHERED ', architects PLAN IN ROOFING UNDERLAYMENTS).SEE ROOF PLAN AND ROOF RAN .. ,.i___..... 7 ,.. NOTES. 2 -CONTINUOUS RIDGE VENTING SEE ROOF PIAN AND ROOF d U Ox. \ PUN NOTES. -ROOF SHEATHNG yy -ROOF TRUSSES-ENGINEERED BY SUPPLIER ti -R-10 CLOSED CELL SPRAY FOAM INSULATION APPLED AT CEILING X FIBERGLASS INSULATION OVER THE TOP TO R-49 5001 RF-5M °+R:X PNEA.LFL TOTAL 2 CxORp4Y.F-RJ55.5 -VPPOR RETARDER(NOT PEOUI2ED F CLOSED CELL USED) I -GYP BOARD CEILNG IT.011. S d1ti x tI¢OEA '1 k TYPICAL 90FFR SYSTEM SHALL BE: tt SQL v c r RpOP"1.5515-�� .a a FIBER CEMENT PANELS /��Tr--U5��5 Bearin Tf U99 BCarin9u B VVV L. A J�l Ill -CONRNOUS SOFFIT STRP VENTNG INSTALLED TOWARDS � o•.q• ` - - - �20•_y ' -LJ- • •- I 226 myrtle street east,suite OUTSIDE EDGE OF SOFFIT. stdM1vater,mn 55092 -SUBFRM1NG/S REQUIRED 4 - www.rafibrennerarchAeats.Com 2 TYPICAL FASCIA SYSTEM SHALL BE: -FASCIA AND TRIM PER EXTERIOR ELEVATIONS OVER II —` CONTNDUS 25 SUBFASCPL SEE SUB.FASCIA TO ACCOMODATE _ _ LOAf1'�`� FASCIA AND SOFFIT. TYPICAL PORCH GEEING SYSTEM SHALL BE: ^ I Q -WOOD TAG V-GROOVE CELIAC OVER ROOF TRUSSES OR WOODSUBFRAMNG AS REQUNED.INSTALL CONTNUOVS I �y y V . VENT STRPS TOWARDS OUTSIDE AND INSIDE EDGES OF C£Y 5 5.5TEN, CELIAC. Second Floor i, n n� T�ii n Secon-d Fbor _ tD'PL000.rau55E5 KRECH,O'BRIEN, TYPICAL FLOOR I CEILING SYSTEM SHALL BE: T,.O�FireL Floor _ a!, -O.Fir9t Floor _- -FINISH FLOORMATERLSLISEE SCHEDULES).NOM 2' - '"•-T 1/B- l a 110'-1 1/8• MUELLERRASSOCIATES.= CONOItETE THROUGHOUT LINN FLOOR I �--° -PLYW000 SUBFLOOR/UNDERLAYMENT.AT MUDSETTLE - AI 15 CSSU A.r.,,e FLOOR MEAS SET SUBFLOOR FLUSH WITH TOP OF FLOOR In.w Go.e V.4.s FRAMING -WOOp I.DIST5OR WOOD FLOOR TRUSSES AS INDICATED o M.nmolo 55016 (U4B0)SERESAND SPACING BY SUPPER 0 35'-a' y 651.451.4605 -SPRAY FOAM NSUTATDN(R-IO MINIMUM)ALONG ALL RIMS fa.651 451.091 -GYP BOARDCEIING V - x="'•^/�^' 7...j -AT ABOVE GARAGE BONUS FLOORS,CANTLEVERS OR FLOORS OVER UNHEATED SPACES,PORCHES,ETC.APPLY DEIGN.FLUWS CLOSED CELL FOAM NSUTATDN DIRECT TO UNDERSIDE OF 01055440 5159145 FLOOR SHEATHWG(R30 MINIMUM). Main Floor _ ' Main Floor TYPICAL EXTERIOR WALL SYSTEM SHALL BE: I 27 MALR T0.1FSE5 -EXTERIOR SIDING SEE ELEVATIONS) T.O.FOUndatlOTl T.O_FOl3/4W On �� •DRAINAGE IBANE MATERIAL VS'-1 9/4' ■ 98'-1 3/4' "^'"" -AN I MOISTURE BARRIER _ -- ( I _ - "°.Cm. OeeCO -17 CDX RYWOOU WALL SHEATHING I ITSTUD _ III. SPRAY FOAM INSULATION(CLOSED CELL)TO R-20 MN.M SND CAVEES 1,^_ b HFT I I_. - b -VAPOR RETARDER(NOT REQUIRED F CLOSED CELL .D.rt INSUTATDN) n4L ^ Q -GYP BOARD WALL FINISH 3u'=�� Lower Level rNTcx sp¢ �' LO Wer Level - TYPICAL FOUNDATION WALL SYSTEM SHALL BE �89' 59/4• 504161I15 =III ■ 89'-53/4• GRPNULPR FILL OR DRAINAGE MATTING MATERIAL 5.0 — '—.: ' '.� '...I _ .,,., - - 0 -2'RDID FOUNDATION NSUTATION(R-10) TO.FOOCI�` I",""""/,-,("'//'"';/,•!•44,(1.,'.' '.',"/<"('.- 5� / �f y�I I. T.O._FOOina ,. ( I __ -PROTECTION BOARD IF NO INSULATION AT OUTSIDE) 0 -1 9/4' — �' D9' 1 3/4• - { I- -WATERPROOFING SYSTEM PO REL CONCRETE _ _ _ • - - - N -POURED CONCRETE FOUNDATION WALL(9'-0 HIGH) LU II -1'R-5 SPRAY FOAM INSULATION AT NON-FULL BASEMENT FO TTON 1YA — 11 = _l L - _ — ( - - = 0 WALLS ' if -GYP BOARD WALL FINISH 1- ,T-T- -21L4 INTERIOR FRAMNG 9E.a100O REOUIREP 1 1— �- _ I PR05T DERX � � _:. .: I � := I U TYPICAL BASEMENT FLOOR SYSTEM SHALL BE: IY -317 REINFORCED POURED CONCRETE SLAB OVERVAPORENQ RETARDER OVER GRANULAR BASE MATERIAL.CONTROL ®FRONT REAR SECTION AT KITCHEN-DINING 2 FRONT REAR SECTION AT KITCHEN-DINING7 JOINTS PER ACI RECOMMENDATIONS.VAPOR RETARDER TO BE A5.1 V2=tV' RATED FOR CONTACT WITH CONCRETE. LU Z TYPICAL GARAGE SLAB SYSTEM SHALL BE Z -4'REINFORCED POURED CONCRETE SLAB OVER VAPOR LUCe RETARDER OVER GRANULAR BASE MATERIAL.SLOPE SLAB TO CO GARAGE DOORS OR TO FLOOR DRAINS F INDICATED. CONTROL JOINTS PERACIRECOMMENDATIONS 4 Z CY NTERDR AND EXTERIOR FOUNDATION DRAFT TILEITH q'px w Q TYPICAL FOUNDATION DRAIN TLE SYSTEM SHALL ITE. FILTER FABRIC AND GRAVEL SURROUND.EXTEND TO DATUGHT OR INSTALL SUMP SYSTEM PER GRADING ��� F I / o. BUILDER: CONDITIONS AND I CR CODE REOUREMENIS. CV TYPICAL BALCONY FLoo■srsTBA SHALL BE: s =" HENDEL HOMES -W000 PANELS CONSISTING OF 20.IPE'OVER TAPERED •��` T.,.T¢,55 = 15250 WAYZA,A BLUE TREATED SLEEPERS.CONTINUOUS WATERPROOF MEMBRANE �00¢p (, WAYZAIA.MN 55391 OVEWITR PROTECTION FRAMING SRrWOTA SHEATHING ILION RA'— �' •R• vrox•1sz<aarxl O/ER TAPERED WOOD FRAMING SYSTEM.TAPER FRPMNG TO MASrEF METAL SCUPPER LCDATDNS.SCUPPERS TO BE 1`T d PREFABRICATED SOLDER SEAMED COPPER 6 ¢YPB¢fi`5 Q 0.00E"RJ55E5 U o•u s2Am1F RANLN OM iRU5iE5 U'O+ i GAPLE END v'e, ��T_ruce Bearing_ Truss Bearing _ '"P""°°1n•""°e"ev°^" I ] .a�� nn. 13-11 eFe<.•�^.• •a:NeY edne�sd� ',OLD RICLDS 6AFMA▪va• '• EN-DON ERA.? chard eDSC ROOF-4':5i _ (�XER_OR S'A'P IDL-5 NNAND�---).„,.e....,,,, m Lw•— AS OtO !FROM(BALM LIxf M nILN-Y?ERS'F.w% peed Name Second Floor _ s - ''''''"a NM OF co:JHx Second Floor ,'=„/B' / ” I f ,VP.0O0.1RANS I I I I II I o�'-„/B' IIIEI■1 D-:U¢-T.E550 1■1■1■I.I■ MALONE ,1 TOOFirst.Floor 0;.00Fir;t 1Floor_ _ �T li 1 I; ' I RESIDENCE BY _ HENDEL HOMES o g 1 POFD PwOR 0019 1020 MOONILY LAKE DRIVE -$FADED CONCRETE 5.AS 1550,4 =ME, ORONO.MN 55391 -DRMNPSE MAB1APRO%.5/M'NSCA) - - VD'PA TEN00.ANE (9rH"1 B-' �l (t----- TP401ECTION 80AR.-9'A POTIOOD SF5R00¢ - -TAPERED ROOD SLEEPERS -I -LVL CR:-.ASST TLOOR PRAN155/1MainFIOOr _ _ _ /3Main FIOor _ _ I I_ -'_ _ _ 100'-O• 100'-O' I■I_I±Ami 20'i000."VSSS I�I�I■I■I■I�Io �I�I�I iRBRUSSEs I■I®ISI■I■I �.O_Foundation * Q,T.O.Foundation_ _ 6 9 B'-1 3/4' 9 B'-1 9/4' ■ sTR:15505aHM 171'T I• ■ (BUILDING SECTIONS I�- wNvxr all - Zy J D r3 f 'P rx= EleuCCUT AAO. __ ' 1E1111J -'mEUL srEMa+nLpOR s-s-e+` _ Lower Level I _ .111 Lower Level_ _ ` 89'-53/4' �.....u........u..0.................... ........................... n.,....,............,........ .... -—1 T- T.O.FOOtin - ... ,.ff,,,,, -�_ 9 5 9/4 _I 'n / ;b I 89' "'e�...^.,s...' r a..`'I-1�. e I WV 8.0.F1 9/4 ( I I 1 1 I I - 1 ISbel -1 - BID/PERMIT SET 1 1 1 11 I - I - I Al�.. 1I 11: 1 I 1 I. 1I =1 1- I 1i.7----.1117,1,1---. — A5.1 ( ilil LII 49 FRONT REAR SECTION AT ENTRY-WING • 4 FRONT REAR SECTION AT STAIR TYPICAL(WILDING SECTION INFORMATION: ron TYFCAL ROOF I CELNG SYSTEM SHALL BE: bre n n er -ROOF SHINGLES.SEE ROOF PIAN AND ROOF PIAN NOTES. -ROOF UNDERLAYMENTS(ROOFING FELTI SELF ADHERED ',I..ROJFr architects ROOFING UNDERLAYMENTS).SEE ROOF MAN AND ROOF PIAN NOTES. :LILT,5.5TEx -CONTINUOUS RIDGE VENTING.SEE RCAF MAN AND ROOF -' PLAN NOTES. � ROOFS TRUSSES �.( -R10 CLOSED CELL SPRAY RED FOAM INSULATION -8.10 CLOSED CELL SPRAY FOAM NSULAl10N APPLEO AT ^` IMN1fl DCRJ hi..... .iCELM B FIBERGLASS NSULATION OVER THE TOP TO R-49 RJJF 11..575 TOTAL ■ H-VAPOR RETARDER(NOT REWIRED P CLOSED CELL USED) '70x-GYP BOARD CELNG TYPICAL SOFFIT SYSTEM SHALL BE: o -FIBER CEMENT PANELS .4)Tru99Bearin9 n� — — —�— — /IL TrU99 Bearing_ I _ IIIIMMEMIIM - -CONTNOUS SOFFIT STRP VENTING INSTALLED TOWARDSOUTSIDE EDGE Of SOFFIT. V 120'-9• II` I��I II \ 120'-9• 1 -SUB-FRAMING AS REGUIRED 226 sfllwaleremtn 5 5 0 82 ite 7 TYPICAL FASCIA SYSTEM SHAH BE: t nww.ronbrennerorcNtects.com -FASCIA AND MN PER EXTERIOR ELEVATIONS OVER 651-342-1278 CONTNCUS 2X SUBFASCW.SIZE SUB-FASCIA TO ACCOMODATE ..�.iam FASCIA AND SOFFIT. 4'i rP, TYPICAL PORCH CERINS SYSTEM SHALL BE: 467E6,2" 77,o 12.C.1 -WOOD TBG V-ROOW CEILING OVER ROOF TRUSSES OR Ill 1 Mi 1 WOOD SUBFRAMNG AS RESUMED.INSTALL CONTINUOUS REry._ 'y-LE... 1 OM. VENT STRIPS TOYARDS OUTSLE AND INSIDE EDGES OF �I Se.cond Floor : ` ,m ..grid Floor_ w--al. . CEILING. � 1 1 1'-l l8• ' T 1 1•-7 l/8' , _i — _ IIIIIMMMIMESEE TYPICAL FLOOR ICEL IN SYSTEM SHALL BE: T.O.FIr9t Flo or:MP III■` T.O._Fir9UFloor — KRECH,O'BRIEN, �1d-1 i/8' - �O•-1 1/S• -FINISH FLOOR MATERIAL(SEE SCHEDULES)-NOTE T '� ' MUELLER 2.ASSOCIATES... CONCRETE THROUGHOUT MAN FLOOR 11 ^•^v—.+ •PLYWOOD SUBFLOORI UNDERLAYMENT.AT RUSSET TILE .C•Jx. 6115 CONifl Aaerw. FLOOR AREAS SET SUBFLOOR RUSH WITH TOP OF FLOOR FRAMING Me.Grove lia55676 -WOOD LABETS OR WOOD FLOOR TRUSSES AS INDICATED M�nraw2 55016 (U4M)SERIES AND SPACING BY SUPPLER 4605 -SPRAYFOAM INSULATION(12-1D MINIMUM)ALONG ALL RMS ; ; B 4 III=1=Il 651.45110917 -GYP BOARD GEEING IOU.651 451.0917 m.•mc6'm�.a..� 'GS M:ATµ1 -AT ABOVE GARAGE BONUS FLOORS,PORCHES, VERS OR S -R�-7 covoR 69:.15 Oh FLOORS OVER UNHEATED SPACES,PORCHES,ETC.APPLY g NC R5.u-ON BE:at u5ETI19057144577444D 5 iG1417 CLOSED CELL FOAM INSULATION DIRECT TO UNDERSIDE OF , ' --__ .T 5PJRT COURT Mus FLOOR SHEATHING(ROU MNMUM). Maln FIOOr Mdln FIOOr a fLKIary B+yXRIL>tRl Fain 1 TYPICAL EXlEit10R WALL SYSTEM SHALL BE 2074500901658 —1 1 ' ---- EXTERERSNNG(SEE ELEVATIONS) /�T.O.Foundation _ _ T.O..Foundation _ _ _ _ _ _( -DRNIAGE MANE MATER9Y 98-1 3/4• ■ B 9B'-1 3/4• 1 A..6,,. -AAIMDENRE BARRIER -VTCDX PLYWOOD WALL SHEATHING µ;5 I —AA © _1- = .om oe.c -2X5 SND FRAMING AT ICO.C. ^v `44.204 --. -SPRAY FOAM INSULATON(CUED CELL)TOR-211 MIN.IN TOA O5' 410 STUD CAVITES --f_ -VAPOR RETARDER(NOT REQUIRED F CLOSED CELL INSULATION II I I •GGRANULAR FILL CR WALLSYSTEM MATTNG MATOERNL H9 53/4: --- - mow 514555 — a■ Lowe55/4r Level 1� Lower Level TYPICAL FOUNDATION -rwTIBTOUN ARD(F NO INSULATION RON /L'T.O.Footing '.. /�T.O.Fo 3/4 II •••••, .. ..... " : -WATERPROTECTIONWATERPROOFING TNG SYSTEM TALO NSUTATpNATOUiSCE) V BR -13/4 j■ -PSUREO CONCRETE FOUNDA110N MALL(5-0HIGH) - vi II I R-SPPLY FOAM AT BASEMENT —G 1 I 1 - U WALLS -- P' a r--: w -2X4 INTERIOR FRAMING ,„,„.1.!;',!_-',:',, M l- —1 . -GYP BOARD WALL FINISH H-- 2 TYPICAL BASEMENT FLOOR SYSTEM SHALL BE: ce -31T REINFORCED POURED CONCRETE SLAB OVER VAPOR LEFT RIGHT SECTION AT GREAT ROOM 410 FRONT REAR SECTION AT SPORT COURT < RETARDER R GRANULAR BASE MATERIAL.CONTROL Q JOINTS TS PER ACI RECOMMENDATIONS.VAPOR RETARDER TO BE LE RATED FOR CONTACT WITH CONCRETE. LL Z TYPICAL GARAGE SLAB SYSTEM SHALL BE: Z -4•REINFORCED POURED CONCRETE SLAB OVER VAPOR W RETARDER OVER GRANULAR BASE MATERIAL.SLOPE SLAB TO m GARAGE DOORS DR TD FLOOR DRAINSINDICATED. CONTROL JOINTS PER ACI RECOMMENDATONS Z TYPICAL FOUNDATION DRAW TLE SYSTEM SHALL BE W : -INTERIOR AND EXTERIOR FDDATON DRAIN WITH O FILTER PADRE D GRAVEL SURROUND.EXTEND TO DAYLIGHT OR INSTALL SUMP SYSTEM PER GRADING ^1 ^ AN CONDO/ORS AND I CR CODE REQUIREMENTS. 0 BUILDER: TYPICAL BALCONY FLOOR SYSTEM SHALL BE: HENDEL HOMES -WOOD PANELS CONSISTING OF 2XSTPP OVERTAPERED 15 / 20,0x. = 15250 WAYZATA BLVE TREATED SLEEPERS,CONTINUOUS WATERPROOF MEMBRANE WITHMROTECTiON MATTING OVER PLYWOOD SHEATHING ,8'0x. ROOFTR xP it, FROB LE,-le (, WAYZATA,MN 55391 OVER TAPERED WOOD RIMING SYSTEM.TAPER FRAMING TO 3O'970E 7NON1 953d04T304 ›— METAL SCUPPER LOCATIONS.SCUPPERS TO BE WI /N T.O.'-1 T BOA �1 II� OF PREFABRICATED SOLDER SEAMED COPPER ../................._--- , \� Y Y O :I 8060 ROOF 12.155 Y 8 ' O Date P ll-O 26 O mwnro.aRW.was Reactance Dnm Sr...or "NEL 5VH 00 EOJNJ MALL M that n.Rmn. 5 134'00. spa*.of upon ma paparae�y n,.awer ma bed N.VERTICAL LE6 NP m a X11 ��Ma_in_•Floor _ I _ _ _ _ P /�Main Floor 1D'IV.'�6 _ t°a`^°' °' VV-O' I 7,:Lu arAwE MESS p•_p• I i ....... * T.O FOundatiOn F.JJR 5,1EH 00,NPATIOH rJR T.O FOundatiOn /. 9B 1 3/4' _ µ.6E JOCKS _1 3/4• :::'I - t....ar I 11 II I I1 1 I 111 1 �"n'n" ��11 1-1_ wm. r" MALONE I 1 RESIDENCE BY I _ OIOR65'•IIYAM HENDEL HOMES 51105 65.R.r SCREEN 701. 1020 MOONEY LAKE DRIVE 0 LEFT RIGHT SECTION AT GARAGE 4 FRONT REAR SECTION AT SCREEN PORCH ORONO.MN 55391 14=1'-0' A52 VP tU SBUILDING SECTIONS BID/PERMIT SET A5.2 TYPICALTHERMAL INFORMATION: ron TYPICAL NSULATWO LMTERRLLS SHALL BE AS b re n n er FOLLOWS.ALL MATERIALS AND INSTALLATION METHODS MUST MEET MINNESOTA STATE BUILDING TYPICAL Ex"=Brat 1 architects CODE(ENERGY CODE REQUIREMENTS: M1ti_5"P"Ev NBFLcoot I I SirPl4µExiERI>R a. EXTERIOR WOOD FRAME WALL STUD CAVITIES- ttPI4µE[tERDR {I rvu15Y5rH+s�nu sEA--ns nAn rsrEM ant CLOSED CELL SPRAY PPPLED F061A I a1 SET nµ.SxG'xlxb l INSULATION(R-20 MINIMUM) R'Y AT,POLFCAT,A ttIfC.LL EXTERIOR ■I I SET nut SBP..N6 FLUSH n;iH FCTMCAIIpX b. RAM-CLOSED CELL SPRAY APPLIED FOAM A.. nµ:55'En © f-us•nI'•fOUW:Ar,4N rvML INSULATION(R.20 MNMUM) .1>LS.D,.5 OVBX�� ��' HALL Rµ., ERA,.:7,B N6) wBFLOOR . INV.SIDING OVER INST.SIDDIG INER--._c. FOUNDATION WALLS(EXTERIOR SURFACES)- ���RIGID FOAM FOUNDATION NSULATION BOARD --—-—-—- I f JR ..A-.gi:SSG1 MBFLOat DRAmwE PLAIx TIF UM.) 1RATED AS"DRAUWGE BOARD'(R-TOMENTUM) / S1Azra0.N_A:IaI • - 5 R9EinE'N(UTE -_ _ _ I��7 I 3miC UM, � ; I • CL.EDC L1 FRA-R LL AND OV A.METµF AO,'R Mn _OF2 RDD FOUNDATXN NSULATION GOWN NOT )ROD ,vµAvrRATEDPS'DRARiA(sE BOPRD'WITH I � PLOOR TRU55E5 4LLYl CELL SeRA.Y •„RCE GR!,M 5uB ,ORi0.U55f5 nµL iBExMDµR BARRIER CONTINUOUS a Ml POLYETHELENE SLP SHEET E fl.. 6N '.ImxER Ixs SPRAY ER nn1fR ire.£•AIH 'G. FOUND117IONWALLS(NTERIIX2 SURFACES)- rvG3N0.E I PER PLAxs 'ON 5rREVEAg0.55'9+ . -5vu'ION Ar � I1'' 226 11,Nie street east sUBel CLOSED CELL SPRAY APPLIED FOAM 9428=n)AND OVER A.GX N$DLATION(R.5) A9S TRIM I FOIA INSULATION AT AMER APB.£tAM ., R. ATTIC-BLOWN N FIBERGLASS INSULATION(R-I9 I , ,,� RIM t0 R 1J MIx AN,A.) 1 ., CL>5FD CEi 5Ll st7NYater,mn 55092 MINIMUM) MFEI^AD:E'A:M II� I G.05ED 4E15PRAY FLOOR nussE5 OR G.OSFC CELL SLL 5EAER K•nEEN Pu'E www raribrennerIXChlteatS.COm I. FLOORS(ABWEUNCONDRpNED SPACES) PER BAMS `,'ILI111111'1116 R.'M TOM O R^.O AT . OT•ER FRAMING PER PLANS Ni SfA�A 9ETrvF91 PLAlE POT.HOOD BLL�IN�6 (III INLDW Cy,A'DATION 651-342-1278 CLOSEDCELL SPRAY APPLED FOAM F ANOC0N4 Fa.NOATtOx r0 DEPIN Of a'w-ALIOx 1 wj 4>„R�INSULATION PPPIIED DRECTLY TO UNDERSDE a5TAHOOD 3LOGCIB I I . �� NO INIEAIR INwunoN II ' -•� fOhOAr:OAHALLcoe.,n.re.OF SUBFLODR 30 MNMU M DE"x OF,SUD AN N>INTERIR w IOx ►3� *I r''..�...`a RLEN DI IF 05lA 6F SE'NEEM 1 P=1:_H�IR NA REa:A.D IF z-r 1 _.FalsEc,F-µTOP OF 9ELay I - �% 7E�� T4'AiM.tlu55EAVA'iTYPICAL FENEBTRATIOII NFgiMATION: PR^ v SNEErIH6 • IIi�...�..0m® Eµ«POURDA,O0X A. 's NDr F]CSw GRADe .••► we'GrPwv 10150 4a.r rAL..u••as �•� EAEx PoLHDATIOx nwrxD:fS vOT FRIG .S+EET16II -- E]�.S+EG0.µ -x-raO .'• ►1 I � nFK-EN5LI8AVDnA1 r _ ►,�, Of EIG F IDALINEAL RET - •FIIII Ir.GIAJE x1 • L •.� .1-1116 N.:5-EA•P6 ►� Of ENA'. I/TOTAL FICL FEAT ►�� A EXTERIOR DOUBLE HUNG WINDOWS MARVN, OF O ON.� AT irg INTEGRITY,INSULATING GLASS,LOW{272, EA'EA.2 nM BEL. ►•1 eCL05E^NDtrDn]i 3KE ••1 ►♦1 f.OSEC CONCPIREC 5FACE ►1 ARGON(U=029,SHGC=013) `INS•GRADE ►•1 ----PCV ►A ULL GARMENT ALS ►.►� FP:5N E0.ADE PI ♦ MhPRY.FAS ►� tteICALLY-Er TX.S REOu:L=nENi EN'ERL OI,C ION PI B. IeARVIN' DOUBLE EGRIMHUNGRNGm MOONS �� ttP Z,IC:i RAINABlE: R I X1:4 INTERIOR A.n:'• ♦ DRA.IN6 T.v _^.N ►4 KRECH OVBRIEN, 272,ARGON ILMD2T,SHGCM).30)MARVIN NTEGRTTY,NSULATNGf ACS,LOW{ �.P'• BG•FSxy°OatD :xw �� G•SW BOARD _ ♦ 1 • B4.Or AT TOP to I � I --►>► >JNDAFION HALL n+'RPR>Pa ` ►� MUELLER a ASSOCIATES,. EXTERIOR FOUNDATION P1 - ♦ 9rEe'LR`J: ►� PDUxS 4taIWRFE -G rl ►.� C. EXTERIOR CPSEMEMWNDOIYS STARVE RA,uIxGoniail Dx -►� IMSA - : RA VO,S VS IV NN Ap OVER,,.DARn F"^"P^T"" ' • LUSS CEL 'xiLRµSB OF 5'OxE FOR �� R� — ♦ � POURED CONCRETE A 10 MINI uMl _�4 SEAM tFeb. '� FROST PROTECTION MUD CORR'FEE GMWf SLAB NTEGRffY,INSULATING GLASS,LOVY-E 272, - I'.:♦ 61150A II A.enw nA'ERP¢O0 I r '.RI�1 WL.>' C\ EXGONlR PROSIN NC) 1 / III GAFOOSDA-p.Al.I17. VNORBARRIER InSOM1n D. EXTERIOR!WING FRENCH DOORS-MARVN ,RED 4D'r,¢- ♦� 51-44 A5 5•Lnr TOP OF FOUNDATION AT JARAGE OVER GRIewLAR Minn..M; 55076 INTEGRITY,NSUATNG GLASS,LO/Y{2r2, f>lC l -.��� (FOUNDATION IN.ATIO.N'AT'BOB CONDITION) 94rEM•'— ARGON(U4.30,SHGC=014) TOPI(AL'Or OF°0LNOATION Or AIL AT FV'1 BASEMENT 0014001 ON 657.157.4605 E. FRONT ENTRY DOOR-PER EXTERIOR INSWING (Al11115 ,;4NnA,ERrb--Bwcia+.,, Top of Foundation at Deck Concrete Top of Foundation at Garage be651asI.0917 FRENCH DOORS ABOVE F. DOOR FROM GARAGE TO HOUSE-SOLD M..5.E.RIOR FOSOA.,B.Sra:CAI r t2'=t-0" t t?'=ta mmo.apNLFinaR.mm OPAQUE UNSULATED DOOR,EXEMPT FROM CALCULATION PER MN R402.3.4 50-E:B'FOADA'Ial M.T,IGH. ®Top of Foundation at Full Basement 2 TOP OF FOUNDATION AT THIN STONE VENEER ttR=r'p' q8.t iirz tD No.Deb pnnqu Kr rtµ:G11A II � F 0.— I wB 1-00 N 414 IIM 45EC ACRSEry15M D0DER-RAM11G SEE E. FOMIA1 ErAeta rER:OR 5iO. r LU r G1 EXTERIOR 55rFU=U RIM TO ROO PN PI6 F. Ce 5f^nµFOIAD MI.,Il• I ♦ CLOSED CZ/SILL _ o.+oA'a nu I Q FAfFIN:SxFJ METAL SEALR aerm A P.A? Ce ,,, w , _lir � "LONA FON.. PRE'1• "ME'µ SEALANT WIC D W ^REe1N3wTD Prµ d— RAS•T6 .�I�l t Z PROTELL3OA SxE'TING �' � °C:M3NID PEVA. ►A TYPICµBASEMENT FLDR Z POKED CONCRETE �•II IL PRO.,ON wEv °�1 W GARAK SLAG ►•A GRACE ►•� SAS SYSTEM SfCiI05 Ce ♦ ►1 ►a ►•4Ili k O ...INE •' Q' /I . vR.,,• f>A©CONCRETE !►•U FOAL,CO.RR -..... �•� OUNDATION MLL EXTERIOR STAGS O5ULAi:ON I. F>AUA-OA A. Fa'5005516D INSJCA1105 V.I. R G a-o M;EIMw, a- NA SINGER) "E ,cg L BUILDER: T P:CAL TOP OF FOUNDAT-ON AT 5ARA5E/ H'_ IIENDBL OMES = 15250 ELLH TBLVE MORE TYPICAL TOP OP FOUNDATION AT NA.KORT (5 WAYZATA.MN 55391 Top of Foundation at Garage/House Top of Foundation at Walkout y PEONS 952104-120.nrz=ru' - 1112-14 0- 0 U 0.9.2017 O PnM No.Nn awns Res... pA.n Rr Aimv NM,NMPRP`n KNM, °Innn wee PIemom 55 me or v.,my wed f 1151alSG. AromaLic Name MALONE RESIDENCE BY HENDEL HOMES 1020 MOONEY LAKE DRIVE ORONO.MN 55391 BNeen FOUNDATION LEDGE DETAILS BID/PERMIT SET A6.1 ORONO COPY ... . • , . —.. _LAN DSC AP K Malone ,.."- ., , Residence PLAN VIEW p;41. •-.,.. - .„. ..I,-_.. "'IN -4.'A;774(4114 Z. •• ‘,... • 4&4:4 °A . ' SN - , *WO EX/5714G TREES / i 4* N.440fy ./6 i Z 11 SY '''•, •-... A ', / //// 144k,N frl 1 r'AltZ*N , , / ,7" 4,N*-44,/ )1,,,,,4..,,,., -...,....:,..,04 0... ...„,... , .. .... ti. ,i;,:, v...,c. ,- 7 .4._. ..,....: , . ,... . 4•1 #.;'. • :, F.,/*,""•i '','-.' ., Task Mafters • -- .....; >-... . I Lytham Contnlaama Am. &di , - -.. . I •I ... , "- , ..... ...., I 1 - , Landscape Plan Vies 7 / / .../ ..... -, / „,...,' ...-•- i -/-"-. ..*,. I . • - -..-- I \ ''e'' \44, / _., mosmc,-mats ,t;iiiiii: .... 44111k....416 .__ • 4 • . - ---4,,, .--• „ii..... _ 441,,,,. „....a.m• ,--.. ...,.., ,--Imsiai • / 7 , --/ • 7,-„. ',('-'• _,e-'1- —-- - or , _ ,_ .., , .,.... , /Design by. Ss. '..:"7-7-/•""-.-'''.* ... ..b,,,ze- / Edward Reichow Amp r ,/,' VATz...*:' i AIL-• / ... I) .414 / , , •I'v.44.r. Type. 1/ ' ,-,• it14000* ,.. i I . ,gp,116 If ( 11 i 1; .... / "4 4i 1.14.,015'IF& I 1 I i ‘k if PC/NED / s);/ ..,.W- , .4.',. •1 A #, r ' 10 \\ PC)ND ' 0, N. •• 1, Landscape .4-, EXI5 THEr-33 • ;lb ...4Plan ,•-•'7 I ---------- ---."-------_ lilkl , - - 1053 -.. _ - Reichor _------ \ emu., • \ \ \ "."' --.- - \ \ k,- My, • • . Christine Mattson 2017 - 013+1 From: Christine Mattson Sent: Thursday,January 18, 2018 1:51 PM To: Rick Theisen (rtheisen@hendelhomes.com); 'Rick Hendel' Cc: Roger Peitso Subject: 1020 Mooney Lake Drive/#2017-01341 Rick, As you know we issued a building permit for 1020 Mooney Lake Drive on January 12, 2018. Yesterday we received an updated survey for 1020 Mooney Lake Drive indicating the house size was reduced. The house size changed significantly and updated building plans were requested. Since this is a new building and survey a new building permit will be required. Upon your request to void the original permit (#2017-01341),we can refund the building permit fee of $6,464.92. However,the advance plan review fee and state surcharge are non-refundable. Only construction of the house in permit#2017-01341 is allowed. Please submit a building permit application and pay the advance plan review so we can start the review process. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway x Orono MN } 55356(physical address) PO Box 66 Crystal Bay ! MN 55323-0066 (mailing address) 11 952.249.4620 € 8 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us iffice Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 1 - r City of Orono (..-to[2..ivsHardcover Calculation Worksheet Property Address: L07 �' 8,ack i jlao ,' .>, .-E " , c d x. (r�-,,,c:- /, .!. ,r .;4,-;-'' i i- R€-;rx,.,` EsiO. Prepared by: �-. h ,�_ Date: v Ro,��EiF,� a� A!, .1C / 7E.�� .°rt..� --7,-c `S /7 /--/7-/8 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2::PROPOSED H.ARDCOVE 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 Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A /y'o y__.c _ 3 2 d/ S.F. B /'r` ,4-7 ,frOaia Q 9 S.F. C _ 3creEris ,s^-1e C—, .7 / 2. S.F. D 11 . vff'e. A" 76"3 9 S.F. E Oi-r/e.; 4 .l if.., _ _ 2 Sr^ S.F. F /°'d �!�`sem4't' 'CC— .` /e. i?/ S.F. G l'. ;— _ a t S.F. H -� ..� r1 "R e _ /2 a S.F. t= t I ,,' . ,. ... _ .'�, :7 35e S.F. J , 11.21A-4/24(i (41 L/ S.F._"'7 K _ 77-e-pi- /2 S.F. L Core_ .7Z.i6 /2 S.F. MS.F. N _ S.F. o S.F. P S.F. Q S.F._ R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover /3. 7/3 S.F. Excludable Hardcover(See City Code Sec 78-1684): ,rV ../:,';'-'7,, ,, 'd,,.3:_ 12 Q S.F. '• _ 3 y S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover /5y S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] RECEIVE DI !J S5j S.F. (4) Total Lot Area 2,Rz f 3 S.F. Proposed Hardcover Percentage [(3)+(4)] JAN 1 2018 4' "/ % CITY OF ORONO Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 19 L....--- VVV DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICESCHEDULED &- /g / )'3) PERMIT NO. 12-c'l 3 4:1/ COMPLETED / //'' __ ADDRESS /DC:). /`Eerne1 �c J Di- OWNER TELEPHONE b_—3c -0 3 /1 .- /1/ S71 CONTRACTOR �Gl DESCRIPTION iod7, W 0 FOOTING 0 DEMO-FINALVL5.-- 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 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 2 COMMENTS: .% ' '5 y 3 4i Veyd:ViS cc LLi Q. ke f. / ,s - ' — cc J _ N+ I s 4 r i ,e4( e /r!�✓r af- o _ W cc OKQ , I2c 4 ' ij od) 44't r" cif r I i 4,1fajt ,2-re5ter4 4( C-11-0423 ( Luc a OAK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE IQ 0 CO K&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O CICORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: �// Inspecto Ir." 7t('' White Copyllnspector's File Canary Copy/Site Notice e:74.4E / �M CITY OF ORONO CALLED IN INSPECTION OTI E SCHEDULED PERMIT NO / COMPLETED ADDRESS 0 ac) .!'i OWNER T E121-10 E N . 7 7'Co 3 CONTRACTOR — — DESCRIPTION fc a d 01 ty ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL QetCOURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL • ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION ' ❑ FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL . ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWN ERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc a g‘I'QW -pk,( 6>#17►near'at CC • C Ma•fri. ,••.i ClladeteicWA t(_/l �u✓fir a O .1 u_ W cc Q W CC Wlit<INEIFIK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCLI CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LISTOP 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: InspectorJ I fl White Copy/Inspector's File Canary Copy/Site Notice L /\ DATE TIME CITY OF ORONO CALLED IN �r INSPECTION NOTIC L SCHEDULED 3"0Z'1 O o�- PERMIT NO. - 0 -(1 3 i COMPLETED ADDRESS '40 Pall ► OWNER TELEPHONE 42?-7 /5O?7 CONTRACTOR S lJO DESCRIPTION V ro-0 ^ri- W ❑ FOOTING 0 DEMO-FINAL 0 ttPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO • COMMENTS: a014. al A b8 cc a a/a//f/At I . ' I1 P.I.o.n 2O5j,1 o qji •) . be. i ir+ PA c.4 aC W\../ ,�?�D cei'c4 a.V J'»t c tic 4`X • Y' Q .6.0-01 r+..9 .r1" *b64 c k Giar'h*1,` 6 >1 's u 01•x,'or. jro "Ni haT c. h'i-t,cct coh 14, cc C1 W 0 WORK SATISFACTORY:PROCEED O PROJECT COMPLETE CC '\CW ORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 9. ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI O STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. . -47....c.0 e White Copy/Inspector's File Canary Copy/Site Notice INSPECTION NOTICE DATE TIME CITY OF 0P0/1 0 CALLED-IN SCHEDULED PERMIT NO. /7-013q ) COMPLETEQ;2—/bj ADDRESS M..20 7170,dh ey La le De'OWNER/CONTR. // ❑SITE INSPECTION 0 MECHANICAL RI ❑ REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑FOOTING 0 INSULATION 0 COMPLAINT ❑POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE •Q FOUND. DRAINAGE 0 BUILDING FINAL 0 SPRINKLER SYSTEM IVF RAMING 0 SEPTIC INSTALL ❑ 0 SHEATHING 0 SEPTIC FINAL ❑ 0 PLUMBING RI 0 S&W HOOKUP 0 u.. 0 PLUMBING FINAL 0 GAS LINE MANOMETER 0 o COMMENTS:1,,.ere r prnc.F;n , , /e,Jsbri'L dole, 4 y,, boo)1'4 O,K JC�pr'o,.y de. p rate.k.:)K .For a,x post el 42,xr o''1St,I c1`o 1v0' r 0.s S 4,1W /494 .-f"G Y, es rte; a r, Lo tyfrol ,p h 2 Iir1-rLS kJ) tJ w. wV/4"if, a.. S1+"q� L V i ('. cJ ;0 'rot): j rti:ti, T,'�. a t I,�; do►.� -%4�1. cc Lu ccLu O Lu• FURTHER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED 0 0 WORK SATISFACTORY: PROCEED 0 PHOTO TAKEN O ISLCORRECT WORK&PROCEED Q 0 CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner/Contr. on site: Inspector: �crsp h