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HomeMy WebLinkAbout2018-00024 - new house CITY OF ORONOI I III 1 1 11111 2750 KELLEY PARKWAY * 21 - 0 0 0 2 4 DATE ISSUE00024 04/09/2018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 420 LAKEVIEW PKWY PIN : 06-117-23-32-0016 LEGAL DESC : LAKEVIEW OF ORONO : LOT 19 BLOCK 3 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY VALUATION : $ 625,000.00 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 4,286.17 GONYEA HOMES PLAN REVIEW 487.99 1000 BOONE AVE N#400 STATE SURCHARGE(VALUATION) 312.50 GOLDEN VALLEY,MN 55427- TOTAL 5,086.66 (612)741-9069 Payment(s) Minnesota State License#: BUIL-2459 CHECK 17697 5,086.66 OWNER AMMERMANN,JONATHAN J 420 LAKEVIEW PKWY MOUND,MN 55364- 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 applic. t is re•1.nsible for assuring all required inspections are requested in onf. ' ance with the State Building Code.This permit may be revoked at• ti or due cause. g Pgett-M19 ir — Applicant 'e itee Signature Date Issue. y Signature Date Builder Acknowledgement Form Permit #2018-00024 / 420 Lakeview Parkway Builder Representative Name: '70•1<12 [ k3, L U. 444e. & t( Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning " and repair of roadways for any adverse impacts. There is a biofiltration basin that was constructed as part of the Development Stormwater Management Plan (excerpt attached). The biofiltration basin should also be protected during construction. The biofiltration basin should be shown on the as-built grading for the property for the record. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and 3 approved prior to construction. w:\street files\lakeview parkway\420\builder acknowledgement form 2018-00024.docx Builder Acknowledgement Form Permit #2018-00024 / 420 Lakeview Parkway Builder Representative Name: Ju4 Lee- 1-. L- 6. AL 4t Mi he(( y ,-msµ,.... lit ofof — -, I _ --�--- i , . ,/ : . , Rte.J ef , 0,.._ _-, ,, , ,,, , - --- .,.„,,, �/fr ...., „fri11111 9 ,,,, ,, \^ ,; ( ii ,/„, ,, ,,, „ , „ ,, ,„, , „ 1,1 '00/1 i/ #t / 'fi ! z 1/70;49/ s', /// ''S "rx'''‘it ,. / ,,,,,,,,/,1( i 1 / , 1 N i l`,_ ., '1.:, -- • .4ve 0 / .; \\ 7 4' •w `_ 1 -:' . yy...2 •., TREATIIE i A S lio Ati r CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS VOA/ Mailing Address: Permit number: .(JI _ OOO ' PO Box 66 Crystal Bay, MN 55323-0066 Date received: j/cf//Sf Street Address:' Received by: 1/ ti `, 2750 Kelley Parkway Plan review fee: -0 �j'SJ., O 2 J-, F I1KESHov-� Orono, MN 55356 �6I$-000s -j-- Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us 010/6 DCOD,`"') $l0t� This application form must be completed in full and all required information must be submitted/ Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 4Z0 LA-tot V‘t''vi -iu-G 1n " Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes RI No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR I APPLICANT INFORMATION: Name: 0 N1 . A t�•..... State License# f>C CV Z kVA Expiration Date: Phone: (cell) Gil g4.4, l kept (office) q'A 3 43 2.. 4400 Mailing Address: 1 066 3 66 Nil. 4%4. >J a 4Gb City: C.,%.,..,€,...,,V.1ZIP: S 1-tZ-' Contact Person: to M.‘SLu Applicant is: Co •r / Homeowner (Circle One) Email and/or Fax: kJ M t11 a %j4 1,,L, Q G o JviE A wt, Mtn• Gone\ PROPERTY OWNER INFORMATION: Name: (1-om E 4 14-oM ei Phone(day): - L 3, 437, 45-DD Address: 1 ODA Soo kiA A-vv 'V# YDO City: GL,E A,1),_y ZIP: Sic 42,:i- Email and/or Fax N M t TG W—E LL 4,0N1t A oM tr'S . Co,/V- ARCHITECT/E Glf‘E_Eji INFORMATION: /�SI�I" Name: - VOA E '+ /n5e�t4�Y.S Phone (day): _ Address: 44 3 S ILLS Q.' it To 4- City: 6 1t -4-N ZIP: j 5-1/1_ Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply aNew Construction [Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck El Public Sewer ❑Accessory Building El Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water ""Any earth movement may also require ❑Commercial ['Storage MCWD review&permits. ❑ Industrial ❑Warehouse Private Well Minnehaha Creek Watershed District(MCWD) ['Other: (specify) ❑Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq ^^-- Estimated Construction Valuation (excluding land) $ tet'$c/ D o O Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) I it a. Length(ft.)= Number of bedrooms= J 2. Occupancy: b.Width(ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= /41C. Detached = 4. Type of Construction: d. 1st Story = /4 a3 e. 2nd Story= )4 4q 5. Code Edition: , te f. t_ f2-7- g. Total Area= az- I REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Building Permit Escrow Agreement and Fees 0 Plan Review Fee O Completed Application Form / ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements O Survey—2 full size,to scale(meeting ALL survey requirements) f/ ❑ Hardcover Calculations m/ ❑ Septic System Certification mjr Minnehaha Creek Watershed District(MCWD)Permit or b Documentation from MCWD stating no permit is required ❑ 0 Landscape Walls and/or Retaining Wall Plans O 0 Stormwater Pollution Prevention Plan(SWPPP) ❑ ❑ Access Permit O ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. )1 Applicant's Signature: 1/15 ^ \I j Date: 1241)•11- Owner's Signature: k Date: 11/1-1.13- Last 1i• -1.1-'Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES�/^ADDITIIOyNS Address: k2.OL�t.ICszv��v✓ lb, wa'/ Permit No.: 201 UY*. owZd Description of work: 1\10/e4/1041 Date Rec'd: I`q.16/. Septic review by: Date Approved: f Tile Zoning review by: (4.005i0 Date Approved: 11-'-q' v Building review by: Aji -7 Date Approved: Q 0 Grading review by: - Pea C-dWar/CAL Date Approved: H 1- ` tr1_1-;q.lf Zoning District: gc -115, Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area: SF/AC Width: Structural Coverage: SF % Survey Submitted: /Yes 0 No Date of J off Survey:c11•(3.17 Revised date(?): 2 � ' •nr 1> Landscape plan submitted? 0 Yes Landscaper: 110Vv rk 0 o/None p or pose Proposed Setbacks: 541 -' Front(Lam Rear(Str t) (6N S E W C eett d (L, - ) ( N Q E W ) Other Buildings ilVetlarrd--�Side de Qa o._ 4 `' "` 2c6/ 50' Ltd 4-L' Building Height Analysis: Distance Between First Floor and defined Top of Roof*(See"building height" (a) 2 1 definition): First Floor Elevation (from building plans): (b) qv ,cd Highest Existing ground level (per survey) or 10' above lowest ground level, (C) (Irlq whichever is lower: "V t'1 Difference between (b) and (c)*: (d) 2, DEFINED HEIGHT (e) 2cf, If highest existing adjacent grade is below FFE-Height is(a) +(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes No Permit Number: ( Y 'Oil 0 Yes O No 11N/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) 5-Z(�p D Yes o 0 Yes / No 1 20 4 5 `�vd s Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit ✓ Plan Review V State Surcharge (/` Investigation Fee V SAC— Number of SAC Units V Other(specify) Square Footage $ per Square Footage Basement / ' r- p'/' X /03. 7Z, _ $ /tt5 340, Y-0 1st Floor2 /(t5-3 I8W0 x /03 -7 = $ Ce3 Ce 14P.c'8 L.L, un f(410%4 � rf Cf )58` '5'Z 97. 4-z, _ $ J�`r1 gt .7U Garage ¢P � 7q11-4-4-03 X scr. 17 _ $ ii-7 (9`a , 9- Estimated Construction Value: $ Wl © D0 Orono Inspections Required Work Requiring Separate Permits Footing D Site Plumbing 0 Grading/ Filling Poured Wall Silt Fence/Erosion Control -Mechanical 0 Fire ilL Foundation Survey 0 Hardcover Removal 31.. Fireplace 0 Water Connection 0 Framing 0 Other(specify) 0 Masonry - 0 Sewer Connection Waterproofing/Drain tile 12:Mfg. 0 Lawn Irrigation 0 Foundation Waterproofing 0 Other(specify) 0 Landscaping X, Framing Septic Insulation kl'As-Built Survey :Final ]r Lathe Required State Permits !0 Other(specify) 7Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Nate Mitchell <nmitchell@gonyeahomes.com> Sent: Monday,April 09, 2018 9:32 AM To: Christine Mattson Subject: Re:420 Lakeview Chris Can I get a permit check amount also so we can bring that in today also. I'd like to dig tomorrow if possible Thanks! Nate Mitchell Project Manager 612.940.1604 (mobile) From: Nate Mitchell Sent:Thursday,April 5, 2018 6:28:59 AM To:Christine Mattson Cc: 'Bryan Voit' Subject: Re:420 Lakeview Thanks Chris! I'll bring them in today Nate Mitchell Project Manager 612.940.1604 (mobile) From:Christine Mattson<CMattson@ci.orono.mn.us> Sent:Thursday,April 5, 2018 8:18:58 AM To: Nate Mitchell Cc: 'Bryan Voit' Subject: RE:420 Lakeview Nate, Thank you for the updated information. Please provide us with two,full-size copies of the updated survey. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) lit 952.249.4620 I 952.249.4616 cmattson@aci.orono.mn.us I " www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 PLEASE NOTE: Summer Office Hours start Monday,May 21,2018 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 28,2018(Memorial Day) From: Nate Mitchell [mailto:nmitchell@gonyeahomes.com] Sent:Thursday,April 05,2018 7:15 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Fwd:420 Lakeview Here you go, I'll talk w Mcwd today Thanks! Nate Mitchell Project Manager 612.940.1604 (mobile) From: Bryan Voit<bvoit@sathre.com> Sent: Thursday, April 5, 2018 7:10 AM Subject: RE: 420 Lakeview To:Nate Mitchell<nmitchell@gonyeahomes.com>, Jon Connolly<jconnolly@gonyeahomes.com> Nate, Attached are the PDFs of the hardcover sheets. In addition, I think they are asking for the landscape plan, but I have added that to the survey already. I have attached the latest survey. From: Nate MitchellFmailto:nmitchell@eonveahomes.com] Sent:Wednesday,April 04, 2018 7:54 PM To: Bryan Voit<Bvoit@sathre.com>;Jon Connolly<iconnollv@gonveahomes.com> Subject:420 Lakeview Hoping this will be my next dig. Can we address city's notes from docs we submitted Thank you Hardcover Calculations. The property is located in Tier 3 of the Stormwater Quality Overlay District. While we don't feel there is an issue with hardcover with this property,the calculation is still required. • Hardscape Plan. Please submit a hardscape plan showing all proposed exterior improvements. If the survey shows all proposed improvements,please advise. Nate Mitchell Project Manager 2 612.940.1604 (mobile) 3 Christine Mattson From: Christine Mattson Sent: Thursday,April 05, 2018 8:19 AM To: 'Nate Mitchell' Cc: 'Bryan Voit' Subject: RE:420 Lakeview Nate, Thank you for the updated information. Please provide us with two,full-size copies of the updated survey. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 'e 952.249.4620 I B 952.249.4616 cmattson@ci.orono.mn.us I www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday,May 21,2018 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 28,2018(Memorial Day) From: Nate Mitchell [mailto:nmitchell@gonyeahomes.com] Sent:Thursday,April 05, 2018 7:15 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Fwd:420 Lakeview Here you go, I'll talk w Mcwd today Thanks! Nate Mitchell Project Manager 612.940.1604 (mobile) From: Bryan Voit<bvoit@sathre.com> Sent: Thursday, April 5, 2018 7:10 AM Subject: RE: 420 Lakeview To: Nate Mitchell <nmitchell@gonyeahomes.com>, Jon Connolly<jconnolly@gonyeahomes.com> 1 Nate, Attached are the PDFs of the hardcover sheets. In addition, I think they are asking for the landscape plan, but I have added that to the survey already. I have attached the latest survey. From: Nate Mitchell Imailto:nmitchell@gonveahomes.coml Sent:Wednesday,April 04,2018 7:54 PM To: Bryan Voit<Bvoit@sathre.com>;Jon Connolly<iconnolly@gonveahomes.com> Subject:420 Lakeview Hoping this will be my next dig. Can we address city's notes from docs we submitted Thank you Hardcover Calculations. The property is located in Tier 3 of the Stormwater Quality Overlay District. While we don't feel there is an issue with hardcover with this property,the calculation is still required. Hardscape Plan. Please submit a hardscape plan showing all proposed exterior improvements. If the survey shows all proposed improvements,please advise. Nate Mitchell Project Manager 612.940.1604 (mobile) 2 Christine Mattson From: Christine Mattson Sent: Monday,January 22, 2018 4:06 PM To: 'Nate Mitchell' Subject: 420 Lakeview Parkway/#2018-00024 Hi Nate, Per our telephone conversation, before we can issue the building permit for 420 Lakeview Parkway,the following must be submitted and approved: • Hardcover Calculations. The property is located in Tier 3 of the Stormwater Quality Overlay District. While we don't feel there is an issue with hardcover with this property,the calculation is still required. • MCWD Permit. We will need a copy of the MCWD permit or documentation from them stating a permit is not required. • Hardscape Plan. Please submit a hardscape plan showing all proposed exterior improvements. If the survey shows all proposed improvements, please advise. Let me know if you have any questions. Y-1 Christine Mattson Q Planning Assistant1 a 40 City of Orono 2750 Kelley Parkway I Orono I MN 55356(physical address) PO Box 66 Crystal BayMN 55323-0066(mailingaddress `� I rYI I ) 952.249.4620 I A 952.249.4616 01\- cmattson@ci.orono.mn.us I " www.ci.orono.mn.us `\\It 0Abs V► Office Hours: Monday- Friday 8 am to 4:30 pm V _ OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 \c \'(4 1 Christine Mattson From: Adam Edwards Sent: Friday,January 12, 2018 10:04 AM To: Christine Mattson Cc: Roger Peitso Subject: RE:420 Lakeview Parkway Chris, I've reviewed the subject grading plan and stamped it approved with the following comments: 1. There is a Bio filtration basin that was constructed as part of the development stormwater management plan (see excerpt below). It should be protected. It must be shown on the as built grading survey for the property for the record. 2. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. Adam 1 iiyy - 1.4' V J ; . et viol `_ OP 7 w ,• ir r , µ/ . 14f /1:7,1* � ' Ai ' 1 . ----„,___ /A,"1:,," -----1410,,,,,\ i,(, // // 9 .„ (i / // / ,�°' ,� 74L ! 1 /r , /i. ,' ,/ .,1 ,4 * • BIOFILTRATION r" 'AV. 0 3) 1// . �/j .1,011 : . 4•4 __ ___.......„ .. __ ___, i. f _ _ _ ... .. AA P NI-=9-rws CONVEY builidimimift.___-___ ___ ..._jas 4 r BAN • From:Christine Mattson Sent:Thursday,January 11, 2018 3:58 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject:420 Lakeview Parkway Adam, We received a building permit application for a new house at 420 Lakeview Parkway. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 'i' 952.249.4620 I A 952.249.4616 2 RECEIVED City of Orono Hardcover Calculation Worksheet ASR '? 4° LJ 13 `wt' Property Address: 420 Lakeview Parkway,Orono,5364 CITY Y OF ORONO 4osHoar. Prepared By: Sathre-Bergquist Date: 11/10/2017 SB Job Number: 31202-431 Prepared By: BRV Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER In the following table,identify all items of proposed hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Include all existing hardcover items that are intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property.For Tier 1 properties,identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A HOUSE MISC. 2980 S.F. B STOOP MISC. 150 S.F. C SIDEWALK MISC. 135 S.F. D DRIVEWAY MISC. 2613 S.F. E DECK MISC. 252 S.F. F SCREEN PORCH MISC. 192 S.F. G CONC.PATIO MISC. 78 S.F. H S.F. I S.F. 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 6400 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] 6400 S.F. (4)Total Lot Area 121568 S.F. Proposed Hardcover Percentage[(3)+(4)] 5.26% This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. RECEIVED City of Orono Hardcover Calculation Worksheet APR 0 j ZO18 Property Address: 420 Lakeview Parkway,Orono,MN,55364 CITY OF ORONO Prepared By: Sathre-Bergquist Date: 11/10/2017 SB Job Number: 31202-431 Prepared by: BRV Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:EXISTING HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G S.F. H S.F. 1 S.F. 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. 5 S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Existing Hardcover 0 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Existing Hardcover[Subtract line(2)from line(1)] 0 S.F. • (4)Total Lot Area 121,568 S.F. Existing Hardcover Percentage[(3)+(4)] 0.00% (Proposed Hardcover next page) This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. • Completed Application V Plan Review Fee Paid IDSigned Escrow Agreement & Escrow Payment IIBuilding Plans (to scale) x2 0 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 11 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a 11111 copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 reg rding this project. 1 tt Signed by: hi MI Address: Al 0 U kt-e yj Permit #: Last Updated: January 2016 • • • • • • • II • 4 • Jon Connolly From: Melanie Curtis <MCurtis@ci.orono.mn.us> Sent: Wednesday, August 23, 2017 12:44 PM To: 'Bryan Voit' Subject: height ANM64.MA,J — 42.o LAI'-E,VIE„.) pgPuwA- Current numbers inserted in Red. Building Height Analysis: Distance Between First Floor and defined Top of Roof*(See"building height" definition): (a) 21 First Floor Elevation(from building plans): (b) 1811-11 Highest Existing ground level(per survey)or 10'above lowest ground level,whichever (c) is lower: filet Difference between(b)and(c)*: (d) DEFINED HEIGHT *1f highest existing adjacent grade is above FFE-Height is(a)-(d): (e) Zq .LQ *1f highest existing adjacent grade is below FFE-Height is(a)+(d) Definition: Building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. For a pitched or hipped roof situation, regardless whether the highest living space in a building is a half-story or full story, if the highest living space contains windows (excluding skylights) the upper measuring point for defining building height shall be the median height of the top of the highest window and the highest peak of the roof. Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtiseci.orono.mn.us Website: www.ci.orono.mn.us SUMMER HOURS (May 22 through Labor Day) Monday through Thursday 7:30 AM to 5 PM; Fridays 7:30 to 11:30 AM 1 Voigt & Associates, Inc. ' STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 EAGAN,MN 55122 PH. (651)686-7727 FAX.(651)686-8444 Michael Karn November 1,2017 Gonyea Homes 1000 Boone Avenue North, r' , Golden Valley,MN 55427 763 432 4511 + r michael@gonyeacompanies.com RE: Ammermann Residence at 420 Lakeview Parkway,Orono,MN 55364 Dear Mr.Kam: Per your request,I examined the house plan for the address above for compliance with the 2015 Minnesota State Building Code(2012 IRC w/Minnesota amendments)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB permitting the use of Table R602.10.4 Continuous Sheathing Methods,CS-WSP,CS- PF and PFH. Note that braced wall lines 3 and 6 are braced with bracing method GB. The attached sheets, BP 1,BP-2 and BP-3 indicate the locations of braced wall segments and the location of portal frames. See Details Si, S2 and S3. The sportcourt cannot comply with the prescriptive bracing requirements of the Minnesota State Building Code so an engineered solution is provided. See Details SW 1 and SW2. You also asked that I review the tall wall at the sport court. Frame the exterior walls of the sport court indicated on your Lower Floor Plan as walkout foundation walls with(2)2X6s#2 SPF @ 12"centers,the exterior walls indicated over foundation Look Out walls with(1)2X6#2 SPF @ 12"centers and over the foundation walls indicated as Full Height frame with(1)2X6#2 SPF @ 16"centers. You asked me to comment on the tall wall framing at the exterior wall of the stairwell on the front/right elevation. Please see Detail T1. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. Please note IRC Figures R602.10.8(1)and R602.10.8(2)Braced Wall Panel...to Floor/Ceiling Framing connection requirements for the continuous method(attached). The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, Pty. w v I Hereby Certify That This Plan,Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 11/1/17 License Number 20705 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) Ili.( "'I ;;:x MINIMUM 2 PLY 2x12(3' X 11-1/4')HEADER - PER PLAN FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3'GRID PATTERN AS SHOWN AND 3'O.C. IN ALL FRAMING(STUDS AND SILLS) (TYP.) HEADER TO JACK STUD STRAP ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING-USE SIMPSON MSTC28 OR EQUAL 6 (—MINIMUM DOUBLE 2x4 FRAMING COVERED W/MIN. o 0 3/8'THICK WOOD STRUCTURAL PANEL SHEATHING W/ I . s o 414'MN 8d COMMON OR GALVANIZED BOX NAILS AT 3' O.C. IN lo t4' MINy� o o ts It ALL FRAMING(STUDS BLOCKING AND SILLS) TYP. p b TYPICALFRAME PORTAL , IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND CONSTRUCTION - ) BE NAILED TO COMMON BLOCKING WITHIN MIDDLE 24' OF ' WALL MID-HEIGHT. ONE ROW OF 3' O.C. NAILING IS 1 i REQUIRED IN EACH PANEL EDGE 18'+/- FINISHED WIDTH OF OPENING FOR DOUBLE PORTALS MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED INTO t I CONCRETE AND NAILED INTO FRAMING)USE SIMPSON HDU4 OR ,�y EQUAL 4-0-� \ \ AI' t .� . • ' ; •• . . 4.4' . `:• • '•• . .. • 'T (2) #4 INTO C.I.P. CUU: (2) CORES FILLED WI#4 EA. j' MIN (1) 5/8'0 ANCHOR BOL E STD. HOOK NSTALLED W/2'x2'x3 8' /PL1,TE W'$HER?OTH DES • • •% . _° f ' . .. I I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the OUTSIDE ELEVATION State of Minnesota. O DOUBLE ENDED PORTAL FRAMES AT 16' GARAGE DOOR — SEE PLAN e NO SCALE W. Signature PAUL W. VOIGT 11/1/2017 20705 Date Registration Number 3Voigt & Associates, Inc. AMMERMANN RESIDENCE/ GONYEA HOMES Si STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 1 OF 3 EAGAN,MN 55122 PROJ.#: 2017.XXX REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS { DATE: 1 1/1717 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) EFFFIT II -� ::,& MINIMUM 2 PLY 2X12(3'X 11-1/4') HEADER— PER PLAN , u WITH 8d FASTEN SHEATHING TO HEADER WCOMMON NAILS IN 3'GRID u PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING(STUDS AND SILLS) II OW.) u II HEADER TO JACK STUD STRAP ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING—USE SIMPSON MSTC28 OR EQUAL IN u n fMINIMUM DOUBLE 2x4 FRAMING COVERED W/MIN. u (--MINIMUM 0 8 2 3/8'THICK WOOD STRUCTURAL PANEL.SHEATHING W/ ii LL aI x b 'd'4'Milt, 8d COMMON OR GALVANIZED BOX NAILS AT 3' O.C. IN •4' MI �� AFRAMING(STUDS. BLOCKING, AND SILLS) TYP. ;. i u b TYPICAL PORTAL u x FRAME IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND u 0 CONSTRUCTION ) BE NAILED TO COMMON BLOCKING WITHIN MIDDLE 24'OF u WALL MID—HEIGHT. ONE ROW OF 3' 0.C. NAILING IS .=-_=u X REQUIRED IN EACH PANEL EDGE u u 18'+/— FINISHED WIDTH OF OPENING FOR DOUBLE PORTALS k / MIN. (2) 4200 LB STRAP—TYPE HOLD—DOWNS(EMBEDDED INTO i t CONCRETE AND NAILED INTO FRAMING)USE SIMPSON HDU4 OR EQUAL = = 1. \ \ • .X •./• . .. i \��. CJ.P: . :a:•. (2) #4 INTO C.I.P. / ///// (2)OOREE.HOOK W/HEA. 3' MIN (1)5/8 r ANCHOR BOLT/ NSTALLED WI/2'x2'x3 8 /PLJ,TE WA�SHFRPOTH9DES •x •: .: _ ••_a•' tie•: ' '.y I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the OUTSIDE ELEVATION State of Minnesota. O DOUBLE ENDED PORTAL FRAMES AT 16' GARAGE DOOR — SEE PLAN U NO SCALE 4444 W• Signature PAUL W. VOIGT 11/1/2017 20705 Date Registration Number Voigt & Associates, Inc. AMMERMANN RESIDENCE /GONYEA HOMES S 1 STRUCTURAL ENGINEERING SERVICES i, 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 1 OF 3 EAGAN,MN 55122 PROJ.#: 2017.XXX REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS I DATE: 1 1/1/17 • i • EXTENT OF HEADER WITH SINGLE PORTAL FRAMES(ONE BRACED WALL PANEL) : 1111 \- I i :::� AN 2 PLY 2X12 MINIMUM (3'X 11-1/4) HEADER - PER PL _ter -' FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3' GRID y I PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING(STUDS AND SILLS) FASTEN TOP PLATE TO HEADER (TM') WITH TWO ROWS OF 16D SINKER :N"--HEADER TO JACK STUD STRAP ON BOTH SIDES OF OPENING OPPOSITE NAILS AT 3" O.C. TYP. SIDE OF SHEATHING-USE SIMPSON LSTA24 OR EQUAL ( MINIMUM DOUBLE 2x4 FRAMING COVERED W/MIN. 3/8' THICK WOOD STRUCTURAL PANEL SHEATHING W/8d COMMON OR GALVANIZED BOX NAILS AT 3' O.C. IN ALL b 2 MINIMUM 3 FRAMING(STUDS, BLOCKING. AND SILLS) TYP. b STRUCTURAL PANEL 6' MIN10I I SHEATHING 9' +/- FINISHED WIDTH OF OPENING FOR SINGLE PORTAL g 5, G ts t2 IF NEEDED. PANEL SPLICE EDGES SHALL 2 I OCCUR OVER AND BE NAILED TO COMMON ��•117111 BLOCKING WITHIN MIDDLE 24 OF WALL g ., MID-HEIGHT. ONE ROW OF 3' O.C. NAILING ;; IS REQUIRED IN EACH PANEL EDGE I MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) USE SIMPSON HDU4 OR EQUAL C.I.P 1. \ \ (2) #4 INTO C.I.P. r: , CMU: (2) CORES FILLED W/#4 EA w.• ' • •4 a - • • • '.. '4 44. , j• •WRE STD. HOOK •v ' ir •CONNECT WOOD FRAMING TO MIN 1)5 FOUNDATION - USE SIMPSON II //j�ANCH7/.. /� LTT19 OR EQUAL r8• < J / NOPLAN WALL_ II SEEOUTSIDE ELEVATION i I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed OPORTAL FRAME AT 9' GARAGE DOOR Professional Engineer under the laws of the NO SCALE State of Minnesota. Wv S gnature PAUL IW. VOIGT • 11/1/2017 20705 Date Registration Number MIN Voigt & Associates, Inc. AMMERMANN RESIDENCE / GONYEA HOMES S2 STRUCTURAL ENGINEERING SERVICES �7 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 2 OF 3 EAGAN,MN 55122 PROJ.#: 2017.XXXREVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS I DATE: 11/1117 FRAYING ABODE NOT SHOW FOR CLARITY DOUBLE TOP PLATE TYPICAL WALL FRAMING CRIPPHINC ALE STUDS) BOVE AND EAIHEADER. iF:iF>i - 'I ', FASTEN SHEATHING TO le 4'4• `,I i HEADER WITH 8d COMMON ,���`j o-sr NAILS IN 3'GRID PATTERN .4�J 2 PLY 2x12 MINIMUM (3' X 11-1/4')HEADER- PER PLAN ���+�`�: ASSHONMAND3"OCIN PA,. ' ALL FRAMING(STUDS AND ':W•• 4 PLATE f`;.1 FAs1EN PLATE TO HEADER ,wei" 'CIttAl %ITN Two ROWS OF 18D „4t''I`1 HEADER-TO-JACK-STUD STRAP ON BOTH ''N SINKER NAILS a 3'OC TYP .'!I4•�!:.: SIDES OF OPENINGsail ALL ON ':4044:. 'P `'; BAOCSIDE-USE SIMPSOIN OR I `••' :;`e4., EQUIVALENT) M 2)(2 TRIMMERS ';',11:6>0,1; �•P{•4;n .► .� MRL (2)2 x 8'(TVP.)-VERIFY •,0�4�,i '..04;'. 1? 2 W/WALL THICKNESS ?�.O_e0..` 18' MIN. g'_0' +/— (FINISHED WIDTH — VERIFY) .,�N��.: 18' MIN. m �'i c jv0l4 �: '1;434.;. .'s�4.;r .- 2 b b FULL HEIGHT STUD ON END. '#:�rl'' ,:�OOI�.'; o 'ol PANEL SPUCES F REQUIRED ; j.`I: ,.►II4►�.• _ SHALL HAVE PANEL EDGES ..TIO`11 .'&4.4.' g BL.00ICEd AND OCCUR*ISM '. ",' :;/4.4:4;" , O��, g 24.OF MIDDLE OF WALL ::40+4I' FRAMING IS ''/4N`'. H//E GHT .;.�',�". AS OTHERSDE :'r 4.! STRUCTURAL P SHEATHING te MIN.THICKNESS WOOD •'4`4./e: �•�Qj4��•: ' :14.4•4:. :. MIN YXYx3/18'PLATE WASHER : f : :: mo '„ FASTEN ALL PLATES TO SHEATHING .••._..., IV/8d NAILS e 3 o.c. j4/r, (2)1/2*DIA ANCHOR BOLTS w/ I/ A s1 r Mw EMBEDMENT AT 1/3 POINTS C.I.P.FOUNDATION WALL OUTSIDE ELEVATION I hereby certify that this plan, specification or REAR ELEVATION LOWER LEVEL AT EXERCISE ROOM WINDOW report was prepared by me or under my direct 0No SCALE supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Pie W v • Signature PAUL W. VOIGT 11/1/2017 20705 Date Registration Number Voigt & Associates, Inc. AMMERMANN RESIDENCE /GONYEA HOMES S3 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 3 OF 3 — EAGAN,MN 55122 PROJ.#: 2017.XXX REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 1 1/1/17 PROVDE BULT—UP STUDS BELOW GIRDER TRUSSES AS REQUIRED ROOF FRAM OMITTED FOR CLARITY j ✓ /, NOME 8'0.0 NAM AT / / ETDS AFD EDGES,BLOCK Y .c.FEU) NAILING DMS / / USE Bd COMMON NALS 2x4 BLOCKING AT I /Pr I ALL SHETIP.) i JOINTS(TIP.) l: 2z8% N NG ': 46r— AT ,Ø!PP! P , IDU4—SDS25 . • • . • ° • (2)N DRO CJ.P. . • • •Af OI AT 0.G ... : (y)l > • A. 5/ro x 24•THREADED • • . 4. (2)CORES FINED W/(1)#4 F B 4 a • ROD W/DOUBLE Num •• EA.CORE STD.HOOK \-- FOOTING—SEE PLAN / SEE PLAN / DEUL IS NOT 10 SCALE NUMBER OF STUDS AND AN0DRS MAY VARY I Mrsby aefy Mat flab plan,sp.JJRoollon or SPORT COURT WALL AT LEFT ELEVATION 'port was Weed "a or raster my died O NU Professional and Matt I am a duly licensed Professional Engineer under 1M laws of the Stals of Mlnnseo$o. 141 0041+" 14.5 0PAUL.W.V0107 11/1/2017 20705 Date Registration Number Voigt&Associates, Inc.3 AMMERMANN RESIDENCE /GONYEA Sw1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 1 OF 2 EAGAN,MN 55122 PROJ.#: 2017.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 11/1/2017 PROVIDE BI2.T-UP STUDS BELOW ORDER TRUSSES AS REQUIRED t-ROOF FRN IG OMITTED FOR CLARITY PIVKA r•S A 4,,A, .. r-- , rovr , (2)216 AT,2'0.C. 1LATINATE DOUBLE STUDS • 11MOTE F 0.C.HALING AT ENDS NO EDGES,BLOCK 1/ UNSUPPORTED JOINTS 12.0.C.RELD NALNG /1 115E Rd GONION NAILS DI / re /�... LANBIATE( STUDS W/1NLd �///W� COMMON -2 ROWS AT /�� ����� ,Y 0.C.STAGGERED / reviir/r- MMMUY 2BIACONG AT AL Terer ;NG JOINiS 11/1/ NR UR 24/18 RATED SHEATHING(7/187 1/ ORIENTED VERTICALLY OR II=IITALLY-BLOCK / UNSUPPORTED JONiS SIMI 1IDU4-SDSL3 te#14 _ HOLD DOWN .. -- • } d • 'a 4' ' •.r °Q' • • •1/YfiB�.TItEH • • ••.• d' 'r •.. . •• (2)/4 INTO CIF. ' •• ANCIdt AT EO' M .• ' L .. } ,a • • • •• - 'a • •• Sirha/r• 1D ,. • • A ` • (2�CORES RUED wr(, )/4 •. EA.CORE STD.HOC( NFOOTING-SEE PLAN SE PLAN / / DETAIL IS NOT TO SCALE NUMBER OF STUDS Al ANCHORS NAY VARY I hereby witty that This Plan,epeaMoaUan or TALL WALL REAR ELEVATION AT SPORT COURT supervision er ort was and t a or iii duly der my needd O MD WU Profsssiona ang that I under l Jury Boenehe Professional Engineer Mn Iowa of 1M State of Minnesota. S44w, • PAUL W. VWOf� 11/1/2017 20703 Date Registration Number Voigt& Associates, Inc.3 AMMERMANN RESIDENCE /GONYEA SWZ STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 2OF2 EAGAN,MN 55122 PROJ.#: 2017.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 11/1/2017 ROOF TRUSSES AB NOTE: TALL WALL T �°I HAS NOT BEEN DESIGNED TO ACCOMODATE GIRDER TRUSS BEARING v o n c9, E , V o Z of= a s = pro co • �1 h • - 7 .0 I- • E `o 0 0 aepr > pE- 7 �' 3 33's to- esS r c d (L 1.• cW C n 0 C w C N d o L° ndv► a ^0 L 0 = HEADER — SEE w PLAN x (2) 2X6 KING STUDS—LAMINATE KINGS TO TRIMMERS WITH 3"X.131" NAILS 3" OC STAGGERED - - (1) 2x6 TRIMMER r*UGH OPENING = / / 2X6 STUDS 0 16" OC SIMPSON A35 FRAMING ANGLES AS SHOWN i INALL STUDS cc SHOWN TO DEPICT DESIGN CONCEPT ONLY. NUMBER MAY VARY. \ 1. TALL WALL ELEVATION AT STAIRWELL NO SCALE Voigt & Associates, Inc. AMMERMANN RES/GONYEA T1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PKWY,ORONO,MN 55364 1 OF 1 - EAGAN,MN 55122 PROJ.#: 2017.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS I DATE: 10/28/17 Page 1 of 1 Ammermann Residence Voigt&Associates, Inc. I Sheet C-1 420 Lakeview Parkway, Orono, MN 55364 Structural Engineering Services I 4635 Nicols Road, Suite 204 Eagan, MN 55122 - Method CS-WSP _ T Wind speed 90 I Exposure B GB GB 1- - BWL 1 2 3 4 5 6 7 8� 9 10 11 Spacing -ft 24 28 28 24 32 32 32 45 45 45 451 Level 3 2 2 2 2 2 2 1 1 1 1 Length req'd-ft 11.1 8 17.4 7.4 9.6 19.1 9.6 6.8 6.8 6.8 6.81 per Table R602.10.3(1) 1 I Adjustments: ! _ • I Exposure 1 1 1 1 1 1 1 11--- 1 1 1 Eave to ridge Height 1.1 1.151 1.15r 1.15 1.15 1.15 1.15 1.3 1.3 1.3' 1.3 Wall Height 0.95 1 1 1 1 1 1 0.9 0.9 0.9 0.9 #of BWL 1 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1 1 - - 4"Gyp WB w.block joint: 0.7 1 1 1 1 1 1 1 1 1 1 Adjusted Length 8.1 12.0 26.0 11.1 14.4 2 g 28.6 14.4 8.0 8.0 8.0 8.0 i WALL CONSTRUCTION CONTINUOUS RIM FULL HEIGHT BLOCKING OR BAND JOIST CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING 1 . \-8d 6"O.C.ALONG 8d a d"O.0 ALONG BRACED WALL PANEL BRACED WALL PANEL ---BRACED WALL PANEL BRACED WALL PANEL 3-16d „ 16"0 C ALONG 3-16d a 16'O.C-ALONG BRACED WALL PANEL BRACED WALL PANEL Al 4 I PERPENDICULAR FRAMING hj I CONTINUOUS RIM FULL HEIGHT BLOCKING-- OR BAND JOIST CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL For SI: I inch-25.4 mm. FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING CONTINUOUS RIM OR ADDI11CNAL FRAMING FULL HEIGHT BLOCKING END JOIST MEMBER DIRECTLY ABOVE fa1C 0 C ALONG - -BRACED WALL PANEL BRACED WALL PANEL T r T r T sem= k H I 1 ►1" 8d a 6"O.0 ALONG `-TOE NAIL 3 Sd 1,1 `8Q 6`0 C ALONG BRACED WALL PANEL NAILS AT EACH BRACED WALL PANEL BLOCKING MEMBER BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-16d 6 t6'O C ALONG 31-16d®16"O C ALONG 1 3-16d AT EACH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER T T _ �� ' 1H �I` h SIDE 2-16d NAILS EACH SIDE CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT OR END-ICI ST MEMBER DIRECTLY°CLOW BRACED WALL PANEL ALOG B a 16"0 L. ALONNG BRACED WALL For SI: I inch-25,4 mm, FIGURE R802.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING 2012 INTERNATIONAL RESIDENTIAL CODE' 185 New Construction Energy Code Compliance Certificate Date Certificate Posted Per 8401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 10/1/17 JJJ ��jr Mailing Address of the Dwelling or Dwelling Unit 4 075 420 lakeview Parkway Name of Residential Contractor MN License Number Gonyea Homes 2459. City Plan ID Orono GH0785 (THERMAL ENVELOPE RADON CONTROL SYSTEM o Type:Check All That Apply X Passive(No Fan) NG n.° g 73 y s Active(With fan and monometer or Id Will tj 61t. , 115 Ti 9 — o „ other system monitoring device) c °' n ° U °' A �°' o Location(or future Location of Fan: Q W rg ,3 U N v c ) $ wInsulation Location C mO - «° rz E E ° v 61) H S Z w w w° w° a4 c4 Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X exterior Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Interior Rim Joist(2nd Floor) R-20 X Interior Wall R-20 X Ceiling,flat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X _ _ Describe other insulated areas IBuilding Envelope air Tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: .27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): .25-.29 R-8 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances __ Heating System Domestic Water Heater Cooling System .. , .X_. Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SB480100S21 PROG5042NRH67PV BA13NA060 Describe: Input in 100000 Capacity in 50 Output in 5 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALC 80581 45677 53085 Cfn's I "round duct UK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 80%=248 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: I Cfn's Capacity continuous ventilation rate in cfms: 113 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 225 "metal duct 420 Lakeview Parkway Orono HVAC Load Calculations for Gonyea Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Road Plymouth, Mn 55447 763-473-2267 Sunday, October 01,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating11It420 Lakeview Parkway Orono Plymouth.MN 55447 Page 2 Project Report General Project Information Project Title: 420 Lakeview Parkway Orono Designed By: Josh Gray Project Date: Sunday, October 01, 2017 Client Name: Gonyea Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Road Company City: Plymouth, Mn 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray@sabreheating.com Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Check Figures Total Building Supply CFM: 2,080 CFM Per Square ft.: 0.366 Square ft. of Room Area: 5,681 Square ft. Per Ton: 1,284 Volume(ft3)of Cond. Space: 56,727 B lads— Total Heating Required Including Ventilation Air: 80,581 Btuh 80.581 MBH Total Sensible Gain: 45,677 Btuh 86 % Total Latent Gain: 7,407 Btuh 14 % Total Cooling Required Including Ventilation Air: 53,085 Btuh 4.42 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\Gonyea\420 Lakeview Parkway Orono.rh9 Sunday, October 01, 2017, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating 420 Lakeview Parkway Orono Plymouth.MN 55447 Page 3 Load Preview Report Sys Net ft.2 Sen Lat Net Sen s s Duct Ht Scope Ton /Ton Area Gain Gain Gain Loss 9 ClSys Act Size CFM CFM CFM Building 4.42 1,284 5,681 45,677 7,407 53,085 80,581 964 2,080 2,080 System 1 4.42 1,284 5,681 45,677 7,407 53,085 80,581 964 2,080 2,080 20x20 Ventilation 1,249 5,221 6,469 8,357 Supply Duct Latent 59 59 Return Duct 30 27 57 200 Humidification 8,488 Zone 1 5,681 44,399 2,101 46,500 63,537 964 2,080 2,080 20x20 1-Lower Level 1,653 9,003 0 9,003 16,719 254 422 422 4-6 2-Sport Court 527 1,870 0 1,870 7,605 115 88 88 1-5 3-Main Level 1,653 20,737 2,101 22,838 21,388 325 972 972 9-6 4-Upper Level 1,848 12,789 0 12,789 17,824 270 599 599 6-6 M:\Sales and Estimating\Heat Calcs\Gonyea\420 Lakeview Parkway Orono.rh9 Sunday, October 01, 2017, 9:47 AM . Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating • 420 Lakeview Parkway Orono Plymouth.MN 55447 Page 4 Total Building Summary Loads _ Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain LOW EE: Glazing-Builder Grade Low E Windows& 819 22,795 0 22,583 22,583 Sliding Door .32 U value .30 SHGC, u-value 0.32, SHGC 0.3 11J: Door-Metal- Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 1224 4,859 0 108 108 foam board to floor, no framing, no interior finish, filled core, 8'floor depth 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 20 87 0 0 0 foam board to floor, no framing, no interior finish, filled core, 4'floor depth R-20 12F-Osw: Wall-Frame, Custom, no board insulation, 3755.2 21,562 0 3,298 3,298 siding finish, wood studs RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 270 1,176 0 208 208 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 2374.5 4,752 0 2,622 2,622 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2180 5,121 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 117 356 0 33 33 R-30 blanket insulation, any cover Subtotals for structure: 62,680 0 29,396 29,396 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 1,057 86 217 303 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 225, Summer CFM: 225 8,357 5,221 1,249 6,469 Humidification (Winter)23.14 gal/day : 8,488 0 0 0 AED Excursion: 0 0 5,057 5,057 Total Building Load Totals: 80,581 7,407 45,677 53,085 Check figures Total Building Supply CFM: 2,080 CFM Per Square ft.: 0.366 Square ft. of Room Area: 5,681 Square ft. Per Ton: 1,284 Volume(ft3)of Cond. Space: 56,727 Building Loads Total Heating Required Including Ventilation Air: 80,581 Btuh 80.581 MBH Total Sensible Gain: 45,677 Btuh 86 % Total Latent Gain: 7,407 Btuh 14 % Total Cooling Required Including Ventilation Air: 53,085 Btuh 4.42 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\Gonyea\420 Lakeview Parkway Orono.rh9 Sunday,October 01, 2017, 9:47 AM Site address 420 Lakeview Parkway Date 10/1/17 Contractor Sabre Heating And A/C Completed Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 5681 Total required ventilation 225 Basement—finished or unfinished) - Continuous ventilation 6 113 Number of bedrooms Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. 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(in Total/ Total/ Total/ Total/ Total/ Total/ sn,ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 • 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 :210/105 05/11D Equation 11-1 (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. Section B Ventilation Method (Choose either balanced or exhaust only) nBalanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation rating by more than]04%. Low cfm: A High cfm: ^ A Continuous fan rating in cfm(capacity must not exceed '+ I Y continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.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 o larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent 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) ERV has wall control set to 40%=124 CFM ERV has wall control set to 80%=248 CFM 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 are 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 sr:ecammcnd the equipment to be interlocked with the air handling equipment for proper - • operation,such interconnection shall be made and described. 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. 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 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. 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 atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 5681 unfinished basements) Estimated House Infiltration(cfm):[la 852 x 1b] 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV = 0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); [2a+2b+2c+2d] 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from 852 above) Makeup Air Quantity(cfm); [3a-3b] -477 (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer NOT REQ 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 fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances 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. L_ Combustion air Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and type 14"rigid 5"flex lOther,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. 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 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: 1 00000 raft Hood Dan Assisted [Direct Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood ElFan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 900 ft3 LxWxH nLnw 9�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 E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)i s greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)1s less th an 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: 40000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 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: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + 0 = 3000 TRV ft3 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= 900 / 3000 = 0.30 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.30 = 0.70 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): ,t 4 3.33 Total Btu/hr d i vi ed by 3000 Btu/hr per inz CAOA= `+0000 /3000 Btu/hr per inz= inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.70 = 9.33 inz Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the sq uare root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3.45 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. 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 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,0008,400 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 4125 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. 0 179E9G NW 'ONOH0 N — � • • ' QN = ./o = ° " " AVMyl�ib�d M�I/\�5i`d1 OZ� o LL LDjf W ./.o U r� " " " r� t� O �� <a>x�F41 Z cC M31/�3W-1 `E >100 18 `61. 10-1 W O g , Z _ (N iwwmY N N O = O Q Z O ~ m Q C>� m '- F hhH0• . 30N3aISNNdWd w •<- N CO Nr 1.0 CO N. 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OY OWNER T LEPHONE NO.kA -t ys,s CONTRACT° V tik i DESCRIPTION �-/vb ilt/( . --ittld W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL cr ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAbRI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP LIJ 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE ElSEPTIC INSTALL LT Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: A7 c ks k' 1k✓' 3'a'''lit. r_LS". _ cc Q. ••1-ts, _ie.'/ re,p0 1•P n' .Ma 144.) o olt . .;1S LA. ,,/' cionSt 0 f rte- a� �.ime."-.) f,..r W Q Aebai Sr. ane `ela.Gk,pa.,4)-, Xona ... "...7 Wok 1,1•A) p/.•1, A 4 s ic..j / W P/dr Le , -� ds :y, Coiril -rd 1 . k. p,1�6� 4 del ra.s1 fa5t`ci W RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE et W CO❑ RRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 47"."10(40 J, 4 White Copyllnspector's File Canary CopylSIte Notice HA,UGE) SERvSERVICES Daily Soil Observation Notes r Project No: \ % — 0 3 l_.)1 n Date_1 , 1 - I `4, Report No: Project Name: y Z.0 l0•k(-4 r•-4%-o P 1C Project Location: \ \%,:1 a..,,,.- .w) 1 YVNY1 Client: &NiNsiTemp/Weather: —"v.; N.-,W :r. ^, t4 v Project Manager: J•Q 4 f- l-4.A•\30v Time Arrived: Departed: Soil Observation Areas Observed: ❑ Building Pad 1 . ouse Pad ['Roadway ❑Parking/Walks ❑ Footing Proof Roll Other(describe): Soil report available? E Yes Vo Report reviewed? ❑Yes No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? ❑Yes ❑No Specified compaction: Fill source: Oversizing appears adequate?'NA ❑Yes ❑ No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? Ves ❑No Proposed project bearing capacity(psf): Contractor notified of results? [ 'es ii No Name of person notified: Was a copy of this report left on site? fes ❑No If so,whom was it submitted to? V h ( ...k....4. nn (lc&v N IN, GA,axrc • 4 . 4 '0 -.4 " -.- Qtr\I\ . Qr(1 heloo.j C •kyilr-- PrOw .. Notes/Comments� }q (fir ..tbzt t.. )Ci ; calv,‘ O , kir\ 0`\, 41-k) Lv,\Lk , c__‘,..) P r.Yv<.w(\ . \,\,,�....L Yk-ov r,,...1.,,.,) 'a..G,,\J o iv, \NA NA,,) ..�.r o.,^J Jv A- A 3 - & \ x \--Vo W moo; ,; ,�.,�.3 c ;\ 6kw, �cPOr \ xA CO 'Nt c C lav\\; s \--c U k\ c,.. \-1 -k- f \ ( \ . Performed By�\ '\• Q Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. I 311," • A......_ Sd- / DTE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED :ft ,'/1, PERMIT NM-' 20/6- -- �� COMP ED ADDRESS CEJ (7 5/75— /-P 1°Z--1,03OWNER ELEPHONE O. / - 67W-9-5,5 � CONTRACTORC '' e >7. � )0 "`�`- � DESCRIPTION " tit ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 11. ,, ..p\URED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ 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 ❑ 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 Z OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: cc a !✓2 /( ro r ruts - o k a rt- 42 . - re -- i^ go i c osr iibr Ng*Isom, est, nee tiAs cc a1 $t r(€t,, e 41,-- apkA -- 0 0 ku cc OK Q ,90(4.-•e"-- 2 IQ cc J LUf IIORKSATISFACTORY:PROCEED 0 PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwneriContractor on site: Inspector () L White Copy/Inspector's File Canary Copy/Site Notice „ ,.6 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED y o71/Si 7'V PERMIT NO.� - �/ _ f'i -COMPLETED ADDRESS -� L-�fr�0 1 ei.3 Pk, `/ [/ TELEPHONE NQ,��02- ?y —/l 'O OWNER7 CONTRACTOR &-n .0-P� DESCRIPTION /” �Ct-yL Com_ W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 14. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING co) ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I., ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT .....4 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP i ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO 'F e, _ibt, 2 COMMENTS: 5Li(ve� -0K -�-0).3 1S-elvf Pe-(Mt /A-- 444/ A ccW Q. j a ro4K OC 'LOt L(,J.o e//O✓�04..e / I'LS4 • 4-- >. / -lei cc r41. 1 6.)L j� .t6/'ic / c✓l O / Q 0 fee 1.416t/_e c ( ee•"" f V.-t g r `'d.1 / a% 715-- 4“ 7/ — W W `` CC Zdrrec > rsA' D 6.� . a W• ��❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W vO C9jtRECT WORK&PROCEED U ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 9, /it - 77 G' White Copy/Inspector's File Canary Copy/Site Notice