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2018-00463 - new structure application
City of Orono Building Permit Application iSt)54 for New Structures or Additions 5.01 to Mailing Address: Per.nit number: , / l�`76 3 Q A�,T PO Box 66 W 1 VO Crystal Bay, MN 55323-0066 Date received: — �-7" Street Address:' Received by: 2750 Kelley Parkway 6� Plan review fee: t 1 .7 7,/p �` Orono, MN 55356 / `9'cEstio " Main: 952-249-4600 Total Fee: aof�-uo (oma/ Fax: 952-249-4616 www.ci.orono.mn.us _ This application form must be completed in full and all required information must be submitted. Incomplete applications will be return . (Please print) GENERAL INFORMATION: Job Site Address: 17''10 0 1 / vee- n 1 1 1 1(,� Will this be a Parade of Homes, Remodelers Showcase Ho or other Display Home? ❑ Yes [5?).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/APPLICANT INFORMATION: Name: Rr,bi'r- 1- 4-rs five State License# Expiration Date: Phone: (cell) 9-51 yya,, 53 9 (office) SAME Mailing Address: 7003 (6 L?IS sfr ee+ 5 iiU City: W4vEf L y MN ZIP: 5-5-3 go Contact Person: go be,-'t Er S'tagi Applicant is: Contractor / omeo nw er- (Circle One) Email and/or Fax: E2 S T-AkD o GMA I L . (IpM PROPERTY OWNER INFORMATION: Name: IC o bpy' d- S+0I cy Er s-{-ii Phone (day): 951. -013 - oq 5v Mt') ,, Address: Sl 00_36 2 nrf S-Tt ek 5()) City: (�,41/L r:Z)' ZIP: 5 5?) 1,1() Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: OtoSoi 3c/ke.inh1e I KL Howie Desi9A Phone (day): G 1.2 Sly .2_ H g Q ( Address: "7� 7 lU fh S.f refit Scut City: Ptn`f1 xlo /Y)Af ZIP: 553/3 Email and/or Fax: 8RAAlowsC J- a LE @ Kc. kosinE8E s la f, (,pvY\ ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply New Construction laSingle Family with 0 Accessory Bldg./Garage Addition attached garage ❑ Deck X Public Sewer ❑Accessory Building 0 Single Family with 0 Office/Commercial ❑ Relocation detached garage N Residence 0 Septic 0 Other:(specify) 0 Multiple Family/Condo Retaining Wall(s) (Compliance certificate 0 Public 4-feet or greater may be required) **Any earth movement may require 0 Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Public Water Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) 0 Other(specify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 Private Well Phone: 952-471-0590 / Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ 370 000 I Packet Last Updated: January 2016 Page 21 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) a. Length(ft.)= 7 Number of bedrooms= / 2. Occupancy: b.Width(ft.)= 33 Number of garage stalls: /I 3. Occupant Load: Areas in square feet Attached= -� c. Basement= (� Detached = k J 4. Type of Construcion: I�ra �( d. 15t Story = /,2_U I 7� /1 t e.2"d Story �(p&0 5. Code Edition: a0/5 1 nr i 5 GG f. 'A Story = g.Total Area= yQIY� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ 0 Building Permit Escrow Agreement and Fees ❑ ❑ Plan Review Fee 71- 0 Completed Application Form 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set .121 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey—2 full size,to scale(meeting ALL survey requirements) X51 0 Hardcover Calculations ❑ Septic System Certification 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ 5 Landscape Walls and/or Retaining Wall Plans 0 Landscape Plan 0 Stormwater Pollution Prevention Plan(SWPPP) ❑ Access Permit 0 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. • Applicant's Signature: i z� Date: "/ Owner's Signature: Adriw- imA� i_ Date: y-240/ I 7i/ Packet Last Updated: January 2016 Page 22 Builder Acknowledgement Form Permit#2018-00463 Builder Representative Name: Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as- G built survey must be submitted and approved by the City or a Stop Work order will be issued. ,,yy Schedule a minimum of one hour for the framing inspection. - (ic 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. 7(- 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. 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 G� necessary. A TCO requires up to a $10,000 escrow. A seperate permit is required for sewer connection. 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 CC 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. PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 2.31-o 01 i v( 14i L I Permit No.: 2. J 1 Y '004440.3 Description of work: i\IW \ L Date Rec'd: 4121 t 0 Septic review by: SO 9- WO"C4 Date Approved: Zoning review by: I .1 Date Approved: 51 . Le Building review by: /n���O '�'.�/I ;'- Date Approved: /'_ G Grading review by: `UbGwar v4 �J Date Approved: . a'ud Zoning District: g2U1) Zoning File#: Resolution? Yes Reso#: Reso Date: Signed:JMQYes Y No resolution /NA Zoning: Lot Area: 330 (4' S /AC Width: Structural Coif r ge Z S -1 %g � e age �� SF 1.3 /o Survey Submitted: ykes D No Date of Survey: 2'T' 1Revised date(?): Landscape plan submitted? D Yes Landscaper: I'VAQ _AIIN-if' D No/ None proposed Proposed Setbacks: 161 Front(L,,11 e) Rear(Str t) ( N S E 1b ) ( N S E W ) Other Buildings Wetland Side Si 1-(40` 270' 101 15' 35' Buildinq Height Analysis: Distance Between First Floor and defined Top of Roof*(See"building height" definition): (a) u. :.. First Floor Elevation (from building plans): (b) qb,ip Highest Existing ground level (per survey) or 10' above lowest ground level, (C) IOOLO whichever is lower: Difference between (b) and (c)*: (d) 3,co3 DEFINED HEIGHT `N highest-existingadljacent.grade-is above-FFE-=-Height-1Va j Fees to be Charged YES NO Permit V Plan Review V' State Surcharge (— Investigation Fee V` SAC- Number of SAC Units J--(1411- (- Other(specify) L.---- Square Footage $ per Square Footage - Basement 01 `Z 05" x gr.q-Z, _ $ /K ,311-/. /0 15tFloor 1Z©c X //p3- Q?.Z- = $ ) 0.3) Z.L3. (�1J 2nd Floor /, I 9-16g x l :9: .11 Z- $ / &11) 'U .C(Z, Garage�'9J CI 8' x g7.% L- _ $ v-1) (,88 ,oo Estimated Construction Value: $ C-/ 015U' J Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing 0 Grading/Filling Poured Wall /Silt Fence/Erosion Control $ Mechanical 0 Fire Foundation Survey - 0 Hardcover Removal ,D-Fireplace ater Connection `.' " 0 Framing 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile , Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic AInsulation As-Built Survey A Final O Lathe Required State Permits O Other(specify) /)<Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: 0.-See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Thursday,April 19, 2018 4:33 PM To: Christine Mattson Cc: Roger Peitso Subject: RE:2340 Oliver Hill/#2018-00463 Chris, I've reviewed the subject plan and stamped it approved. 1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. 2. A separate utility permit will be required for the sewer connection. Adam From:Christine Mattson Sent: Friday,April 13, 2018 2:55 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2340 Oliver Hill/#2018-00463 Adam, We received a building permit application for a new single family home at 2340 Oliver Hill. 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) V 952.249.4620 18 952.249.4616 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) 1 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. 0 erg Cio4 Ers+A6 First Middle Last 9Of Wy ci'f+ (- r c Ie Address /14od r 0 st /hN 553103 q'F.1 'ILO 55619 City State Zip Phone I understand my rights as stated above. Signature Packet Last Updated: January 2016 Page 7 • City of Orono lyz Hardcover Calculation Worksheet siii `,Property Address: c [ On(j r-r" 1.11IIRTrFSH 01'1' Prepared p by: f610 Pro E rS (,P Date: _� -A)/ Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 30Tier 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 Toal Hardcover Item (Describe) Length x Width S quare Feet) ( q (Example (Garage) (24'x 30') (720 S.F.) A S.F. C 41 0 IX/S-71/14 S.F. S.F. D E /OR�fl 4 S.F. F S.F. S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover - S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Existing Hardcover [Subtract line(2)from line(1)] 0 _ S.F. (4) Total Lot Area S.F. Existing Hardcover Percentage [(3)_(4)] / % (Proposed Hardcover next page) Packet Last Updated: 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 16 r City of Orono w8o'to Hardcover Calculation Worksheet Property Address: .,3 LI 0 e I+1 v f I R�. � ,z t ��kFSH0Q'�L Prepared by: t7 Nov r s A(A. Date: y_ /_2 o 1g Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 G Tier 5 Step 2: 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 Hardcover Item (Describe) Length x Width ? are Feet) (Example) (Garage) 5 (24'x 30') (7o S:F) A HOUSE B For R5� S.F. C . 7� L EVER -1 S.F. E S.F. R 56►REEN PO i✓r r.2,03 s.F. F G KI L L Dp��r✓K + ST PS 61 9 S.F. O 1JR ►uEw�k� �jg9 S.F. H S.F. S.F. S.F. K S.F. L S.F. M S.F. N S.F. 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 3t o S F gxcladab Haritcovec See ty ec Ci de 78141.=. FIRST 100 FT OF b'cpc /00- s.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover /D S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 3s'p q S.F. (4) Total Lot Area 307-10 S.F. Proposed Hardcover Percentage [(3)+(4)] /D % Packet Last Updated: 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 17 Stormwater Pollution Prevention Plan (SWPPP) I. General Construction Activity Information a. Project name: Residence—2340 Oliver Hill Road b. Describe the construction project location(address/city or township/county/latitude/longitude): Address or describe area: 2340 Oliver Hill Road City or Township: Orono State: MN Zip code: 55356 Latitude/Longitude of approximate centroid of project: 44.98/-93.58 c. Describe the construction activity(type of construction,phases,timelines,potential for discharge of sediment and other pollutants,etc.): Project type:(To check the checkboxes,'double dick'the box and select`checked'and select`okay'.) Residential ❑Commercial/Industrial ❑Road construction ❑Residential and road construction ❑Other(describe): d. Number total of acres to be disturbed: 0.1 acre (tenths of an acre) e. Pre-construction acres of impervious surface: 0 (tenths of an acre) f. Post-construction acres of impervious surface: 0.1 acre (tenths of an acre) g. Total new impervious surface acres: 0.1 acre (tenths of an acre) (Examples of impervious surface include rooftops,sidewalks,patios,driveways,parking lots,storage areas,and concrete,asphalt,or gravel roads.) II. Receiving Waters a. List all waters within one mile(nearest straight line distance)that are likely to receive stormwater runoff from the project site both during or after construction: Receiving waters within one mile of project property edge: NA SWPPP 2340 Oliver Hill Road, Orono MN, 55356 --Submitted as part of building permit for same address. —Soil type is clayish. —Minnehaha Creek Watershed District has identified Tanager Lake,more than one mile away,as the body of water receiving runoff. —Silt fence to be constructed on side property lines and at wetland buffer line at rear of construction area.Silt logs or silt fence to be maintained at curb.Rock construction entrance to be installed and maintained throughout construction.All trades required to scrape streets daily by contract. —Excavation and backfill to be completed in a timely manner(within 14 days of each other weather allowing). —Site inspections to take place and be logged every seven days or within 24 hours of any rain event of 0.5"or more.Inspecting parties to be Stacy Erstad,Paul Hollerbach,Sandra Hollerbach,or Robert Erstad,U of Mn Certified SWPPP installer.Verification here: Entire construction site and immediately surrounding areas to be looked at during each inspection. —Pautz Construction(allabouterosion.com)of Prior Lake,MN to be retained for other necessary SWPPP BMP's and/or cleanup. —Final stabilization to be achieved by installation of sod and mulched,planted landscape beds. Completion date to be no later than 11/30/2018. Robert Erstad 952-446-5599 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posti panel. Mailing Address of the Dwelling or Dwelling Unit City 2340 Oliver Hill Road Orono MN Name of Residential Contractor MN License Number Robert Erstad, Owner THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) ru.irva IVVILII fan tutu rnunurncicr IgtSIV Sa, >, . or other system monitoring .. ( Ti0, T Location(or future location)of Fan: i— ‘14450$ o a 3 = 0 a E Attic o ca n ° co 0 o Q in m ami c `m -o c Insulation Location o Z 2 2 U x y io `o rn 2 4 m w To 5 c a`) m 2 F d a a o c • c Z LL ti. ti 2 it Other Please Describe Here Below Entire Slab NA Foundation Wall 10 x Perimeter of Slab on Grade NA Rim Joist(1st Floor) 19.5 x Rim Joist(2nd Floor+) 19.5 x Wall R-21 x Ceiling,flat R-49 x Ceiling,vaulted R-49 x Bay Windows or cantilevered areas NA Floors over unconditioned area 19.5 x Describe other insulated areas Building 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: 0.25 NA Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.18 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances HeatingSystem Domestic Water y Heater Cooling System X Not required per mech.code Fuel Type Gas Gas Electric Passive Manufacturer York Bradford White York Powered Interlocked with exhaust device. Model TM9E1 00C2OMP1 1 RE250S6 LXYCDB21 S Describe: Input in 100,000 Capacity in50 Output 4 Other,describe: Rating or Size BTUS: Gallons: in Tons: AFUE or 95%AFUE SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 87000 btu 33000 btu 2.7 tons Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Select Type Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Acsnniatnn of MAinncento ware inn 1n1 n 1 A OREINEI COPY New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted panel. Mails Addr ss of the DvieDing or Dw Ilin Unit J City Name f Rpsiden91Contracior MN Licenpse u ber THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply >( Passive(No Fan) Active(With fan end monometer `o c or other system monitoring T V device) n z Location(or future location)of Fan: o a N 2 , E Q EO m U f, Insulation Location aro ° a y s k u$ OO wfr m Q' �' E E p y 8 .82 g g E ql tT t- E z it C. u- u- LC a Other Please Describe Here Below Entire Slab M,4 t , I 111 !0 Foundation Wall r Perimeter of Slab on Grade _ Rim Joist(1st Floor) /q,5 Rim Joist(2nd Floor+) /q K ' +-' r Wall f J 41=•••11=11111 Ceiling, at (� Y- AI Ceiling,vaulted t �...(:.. r Bay Windows or cantilevered areas Floors over unconditioned area i i',, ,,C Describe other Insulated areas Building 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: , a.$- Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): , irk R-value �---...., MECHANICAL SYSTEMS Make-up Air Select aType Appliances Heating System Domestic Water Cooling System Not required per mech.code— J�� Heater Fuel Type / I A �fC f&)( Lje'7 u. Passive /�V j Manufacturer f� it e e/l is em Powered Model IQW6 (,3 7 R a/Ja 3/ p 9s- r'� DInterlockedbwith exhaust device. (3 escrie: Input inCapacityln Output n Rating or Size BTUS: �S;OO 1 Gallons: Tons; 3 hyl Other,describe: AFUE or SEER r/ ,„„, cation of duct or system: Efficiency HSPF% �1 /EER / Heating Loss Heating Gain Cooling Load '_— Residential Load Calculati , SL?.n/1- Se, _56.4 0 Cfm's 0 "round duct OR MECHANICAL VENTILATION SYSTEM ❑ "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): ❑ Not required per mech.code Select Type IXIPassive ® Heat Recover Ventilator(HRV) Capacity in cfms: Low: V(O High: fS' 0 Other,describe: D Energy Recover Ventilator(ERV)Capacity In cfms: Low: High: Location, of duct or system: /�( BD Balanced Ventilation capacity in cfms: Met1147;‘,i ( 49 4241 Location of tan(s),describe: 1,i to(-1.,rs„1/4) xj C f 41 ❑ Cfm's 6 It Capacity continuous ventilation rate in cfms: ® "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 t • ; ; I i 1 1 4 : 4 ......= • . t: •:,,, ri i 'i 1 I it i 1 1 i 11 sil ii ? 4, VI 4...4 •J ; i ''. j i f 1 i 1 % t i t, I '• . 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IfZe, 44,1 .. 1. .1 = . ...1‘ 4"... .44 r4 - 2 v) -. t------.. _,.....) z. ris ,c) * .... 3.0 FRAMING 3.1 Appliance Placement STAND-OFF BRACKETS AS SHIPPED Considerations -— WARNING:Due to high temperatures, the appliance should be �\ located out of traffic and away from furniture and draperies. .I ` .�� FIRE HAZARD: Do NOT install this appliance directly on � carpeting, vinyl, or any other combustible material other than • wood. I • This appliance must be installed on a level surface capable I of supporting the fireplace and venting. If possible,place the fireplace in a position where the vent terminates between two studs,eliminating the need for any additional framing. • This fireplace may be installed in a bedroom. � ' • Please be aware of the large amount of heat this fireplace will produce when determining a location. I 3.2 Stand-off Assembly and InstallationFORMED / STAND-OFF WARNING: The top stand-offs provide the 10 in (254 mm) i minimum clearance to the header. Use only non-combustible material in this area for the entire width of the fireplace. DO NOT use wood,sheetrock, et cetera,in this zone. Top stand-off brackets must be formed and attached prior to positioning fireplace into framed opening. BEND AT NOTE: If installing trim kit assembly #C46-FTK, please refer PERFORATIONS to Section 5.3 Optional Trim Kit Assembly #C46-FTK on page 21 before installing stand-offs. 1. Remove and save(4)screws securing stand-off heat shields STAND-OFF BRACKETS INSTALLED and stand-off brackets on top of the fireplace. ___ 2. Form each top stand-off bracket by bending at perforations, as shown. 3. Align the holes in the formed top stand-offs with the holes 010,1.ft.0 in the fireplace top.Secure with the(4)screws previously removed along with(4)screws located on top of thefireplace. I4. Form stand-off heat shields as shown.The flange will face upand to the back of the fireplace. 5. Align the in the stand-off heat shields with the holes in the top stand-off brackets Secure with(8)screws provided in the fireplace components packet. I STAND-OFF HEAT SHIELDS INSTALLED 444, • . I 1 1 , . . . 1 Figure 3.1,Stand-oftAssembly and Installation l Stand-oft 3.3 Clearances to Combustibles Table 3.1,Minimum Appliance Clearances to Combustible Material From appliance top stand-offs 0 in 0 mm From appliance left and right side stand-offs 0 in 0 mm From appliance back stand-offs 0 in 0 mm From appliance corners 1/4 in 6 mm From appliance front 36 in 914 mm From appliance top to ceiling 30 in 762 mm Appliance sides to adjacent sidewall 2 in 50 mm Top of appliance to 3/4 in(19 mm)trim 10 in 254 mm Mantel 10 in(254 mm)deep from appliance top 14 in 356 mm TYPICAL HORIZONTAL INSTALLATION TYPICAL VERTICAL INSTALLATION ami -- - (t3mm) (I mm) __ i II �1 h A ►� 1 o a (s66iii) ' n a 11•111111.11111101111M Yirl I 46W 1— I 46 (1175mm) (1175mm) TYPICAL CORNER INSTALLATION O ii i NNW "tillsilr e (337m1 p 45 iii" 46N1 0 ' (1163mm) (1175mm) "�� 32W 1 ' (mom)643/4" (1644mm)\/T- -1. 1-; Figure 3.2,Typical Install Options 3.4 Wall Enclosure Rough Opening • If masonry is to be used(optional), prepare the necessary foundation for the masonry load.When masonry construction WARNING: Provide adequate clearances around air openings is to be used,a lintel must be used over the top of the into the combustion chamber. Provide adequate clearance in appliance to support the additional weight. front of the fireplace for barrier removal, component access, gas line installation,service access,etc. • If installing the optional heat duct kit,refer to Section 4.0 #970 Heat Duct Kit on page 13. • Framing dimensions should allow for wall covering thickness and fireplace facing materials. If using a hearth,adjust the rough opening size as necessary to maintain minimum clearance requirements. \• SINGLE VERTICAL HEADER BOARD IS REQUIRED TO MAINTAIN ♦ CLEARANCES TO COMBUSTIBLES E \ \ (1168mm) 461/4• (1175mm) 1/2"(13mm)TYPICAL (5446mm)* FINISH MATERIAL *INCLUDES 1/2" (13mm)TYPICAL FINISH MATERIAL WITH FLUSH MOUNT Figure 3.3,Finished Opening Dimensions • 3.5 Floor Support and Protection NON-COMBUSTIBLE ZONE • The fireplace must be placed directly on a wood or non- combustible surface(not linoleum or carpet)extending the entire depth and width of the fireplace T-- -r a • If this appliance is to be installed directly on carpeting,tile, or other combustible material other than wood flooring, 1 I this appliance shall be installed on a metal or wood panel extending the full width and depth of the appliance. _ 66" • If the appliance is to be installed above floor level,a (1676(6m) ,X. solid,continuous platform must be constructed below the _ appliance. 4 v4"(108mm) i) T!,' —_ MAXIMUM � I 30" / cv c • Consider the height of hearth finish material(stone,brick, DEPTH 111' (762mm) et cetera)when building a fireplace platform.The bottom of 1titi/\//—��/���� the fireplace must be level with finished hearth to allow for a I ,,11 __ proper fit of the safety barriers. / I,I; — ' • Build the hearth to desired size and height.If a hearth = �e extension is desired,combustible material may be used. 3.6 Recess Construction WARNING:All clearances to venting must be maintained. Mounting a television above a fireplace has become a common practice.Television surface temperatures are affected by mantel Lilliti depth,ceiling heights,and wall and mantel construction material. o Most television manufacturers specify in their instructions that a • All television should not be installed on, near,or above a heat source. FIREPLACE ENCLOSURE FLOOR Television location rests solely on the homeowner.It is the Figure 3.5,Framing Clearances for Recess Construction homeowner's responsibility that the preferred TV mounting and mantel design will not exceed the listed maximum operation temperature of their electronic goods. Tests performed determined that surface temperatures did not exceed 150°F(66°C)when a 41/4 in(108mm)deep recess is constructed above the fireplace.See illustrations below. .41` 41`' llii 41/4" (108mm) / t 46" 66" -. �� (1168mm) (1676mm) �\ — 461/i (1175mm) 211/x" \ \ __ (546mm) IP • Figure 3.4,Recess Framing 3.7 Vent Termination Framing I� IMPORTANT: Vent cap location must be in compliance with n1/2" Section 7.2 Minimum Termination Clearances on page 26. 046m) ;- (7timm) WARNING: DO NOT RECESS THE VENT CAP INTO WALL OR �� �� SIDING. I( V!— i 3.7.1 Vertical Terminations 1i I I' sssisssi CAUTION:Cold air transfer area. The surround fireplace chase •I (25mm) must comply with all clearances as outlined in this manual, and be constructed in compliance with local building codes. Outside walls should be insulated to prevent cold air from entering room. 46 3/43" • Follow vent pipe manufacturer's installation instructions for (71 ) vertical terminations. • A minimum of 1 in(25 mm)clearance on all sides of the vertical vent pipe must be maintained. • Attic insulation shields may be insulated using unfaced 1 . .0.EJ insulation products listed as non-combustible per ASTM E 136. Figure 3.6,Natural Gas Minimum Horizontal Termination 3.7.2 Horizontal Terminations 111 2134" IMPORTANT:Horizontal vent sections require 1/4 in(6 mm)rise (546mm) i N 3" for every 12 In(305 mm)of travel. , (�m) 3.7.2.1 Wall Pass Through V _'_ Kozy Heat's#800-WPT series,or wall thimble products . _ -', that comply with the required 3 in(76 mm)top clearance to mpg r � combustibles,must be installed for all horizontal vent runs (25mm) that pass through interior or exterior walls.These wall thimble I I products may be insulated using unfaced insulation products I. s2 " listed as noncombustible per ASTM E 136. = 3/4 (1337 ) Wall Thickness Part Number 41/2 in(114 mm)to 61/2 in(165 mm) #800-WPT 61/2 in(165 mm)to 121/2 in(318 mm) #800-WPT2 71/2 in(191 mm)to 12 in(305 mm) #800-WPT3 1. Measure from floor level of the fireplace to the center of where the vent pipe will penetrate the wall. I . .0.E1 , Elbows listed with approved vent systems for this appliance vary in vertical length. Please consult the vent Figure 3.7,Propane Minimum Horizontal Termination manufacturer's instructions to determine the elbow dimension used for installation.Adjust the wall pass-through rough 21,,4• opening dimensions as necessary to maintain clearance I (546mm) 3' (76mm) requirements. .- .� 2. Cut and frame an opening in the wall to allow the vent system N 1 to run level through the wall pass-through. tl f —_F 3. Follow the vent pipe manufacturer's installation instructions �� for vent installation. (25mm) I.. I i� 52 3/4"" 1' (1337mm) a Figure 3.8,Natural Gas&Propane Flex Pipe Minimum Horizontal Termination • 3.0 FRAMING 3.1 Appliance Placement Considerations WARNING:Due to high temperatures, the appliance should be located out of traffic and away from furniture and draperies. • This appliance must be installed on a level surface capable of supporting the fireplace and venting.If possible,place the STAND-OFF BRACKETS,AS SHIPPED fireplace in a position where the vent terminates between two studs,eliminating the need for any additional framing. • This fireplace may be installed in a bedroom. • Please be aware of the large amount of heat this fireplace will produce when determining a location. 3.2 Stand-off Assembly and Installation WARNING: The top stand-offs brackets provide the required minimum clearance to the header. The 1 in (25mm) top stand-off flange accommodates 1/2 in (12mm) combustible facing material(sheetrock). The clearance to header must be maintained. Top stand-off brackets must be formed and attached prior to positioning fireplace into framed opening. 1. Remove and save(4)screws securing the stand-off brackets on top of the fireplace. 2. Form each stand-off bracket by bending at perforations,as shown. 3. Align the holes in the formed stand-off brackets with the holes on top of the fireplace.Secure with(4)screws previously removed. STAND-OFF BRACKETS INSTALLED L\Als Figure 3.1,Stand-off Assembly and Installation 3.3 Clearances to Combustibles Table 3.1.Minimum Appliance Clearances to Combustible Material From appliance top stand-off brackets 0 in 0 mm From facing material 1'(25 mm)stand-off flange 0 in 0 mm From appliance back stand-offs 0 in 0 mm From appliance corners 1/4 in 6 mm From appliance front 36 in 914 mm From appliance top to ceiling 12 in 305 mm Appliance sides to adjacent sidewall 4-1/2 in 114 mm Fireplace enclosure floor to 3/4 in(19 mm)trim 33-1/2 in 851 mm Mantel 6 in(152 mm)deep from fireplace enclosure floor 37 in 940 mm Ofit 11f(12mm)COMBUSTIBLE FACING MATERIAL ALLOWED iti 1/2•(12mm)COMBUSTIBLE FACING MATERIAL ALLOWED _ tr '-,7` (305mm) r -- X —I�► 4Ya' � _,.,-->..‹..k- - 2a (16ttmm)-1 �\ pL ® 1 1 KK , 0 au* N 152m ) 0>C– __ 1 � m 1 057,,,,m) ,,, A0_ (19mm) w -np TRIM 4 a • 1 3r 42 (940�mBI) (851mm) I (100 mme) 33Ye 1 3514• I. (940mm) (1067mm) (851mm) . I I (895mm) I• s ti • r ! . 13 . °®. . 1>- . k..___• 14' f'._ 14" (356mm) (356mm) Figure 3.3,Clearance to Combustibles-Flex Pipe Figure 3.2.Clearance to Combustibles-Rigid Pipe 3.3.1 Typical Installation Options TYPICAL VERTICAL INSTALLATION TYPICAL HORIZONTAL INSTALLATION 41-1 K rm.)► ►,+ AMP I I Poi34W 34W (174044) a>f.o•► TYPICAL CORNER INSTALLATION A -1'. - 1117ii_�il.�iQillil■i�� t3W-, \� (33 1 ('Almn) 11110\illiret) AWMI Imo"I Myra) iii We I�) 3.4 Fireplace Wall Enclosure • Framing dimensions should allow for wall covering thickness and fireplace facing materials.Adjust rough opening size as WARNING: Provide adequate clearances around air openings necessary to maintain minimum clearance requirements. into the combustion chamber. Provide adequate clearance in front of the fireplace for barrier removal, component access, • The bottom of the fireplace must be placed directly on a gas line installation,service access, etc. wood or non-combustible surface(not linoleum or carpet). If the fireplace is to be installed above floor level,a solid, NOTE: The construction of the fireplace wall enclosure must continuous platform must be constructed below the fireplace. comply with local building codes and all clearances as outlined in this manual. • Build the hearth to desired size and height. NOTE: Cold air transfer area. The fireplace wall enclosure • If masonry is to be used(optional),prepare the necessary should be constructed in a manner to prevent cold air from foundation for the masonry load.A lintel must be used over entering the room and outside walls should be insulated. the top of the appliance to support the additional weight of masonry construction. FIRE HAZARD: Do NOT install this appliance directly on carpeting, vinyl, or any other combustible material other than • If installing optional fan assembly#SP34-028,it is easier wood. to install before unit installation.Please refer to Section 9.3 #SP-028 Optional Fan Kit on page 33. -P • %*11`11 -0 o E 33Ye (876m6Am) 14' ((335Un�) i! / Figure 3.4,Framing Dimensions 3.5 Floor Support and Protection • Floor protection in front of the fireplace is not required. _ 12" Combustible material may be used if installing a hearth (305mm) extension.Consider the thickness of the hearth extension 14" finishing material if building a fireplace platform.The bottom (356mm) I� of the fireplace must be level with finished hearth extension for proper fit of the safety barrier. • If this appliance is to be installed directly on carpeting,tile, 41/4" or other combustible material other than wood flooring, (108mm) this appliance shall be installed on a metal or wood panel extending the full width and depth of the appliance. • If the appliance is to be installed above floor level,a solid,continuous platform must be constructed below the appliance. 42" 3.6 Recess Construction (1067mm) WARNING:All clearances to venting must be maintained. Mounting a television above a fireplace has become a common r practice.Television surface temperatures are affected by mantel depth,ceiling heights,and wall and mantel construction material. Most television manufacturers specify in their instructions that a television should not be installed on,near,or above a heat source. FIREPLACE ENCLOSURE FLOOR Television location rests solely on the homeowner. It is the home owner's responsibility that the preferred TV mounting and mantel Figure 3.6,Framing Clearances for Recess Construction design will not exceed the listed maximum operation temperature of their electronic goods. Tests performed determined that surface temperatures did not exceed 150°F(66°C)when a 4'/a in(108mm)deep recess is constructed above the fireplace.See illustrations below. 41/a" ! (108mm) t r 33W 4Y (851mm) (1067mm) 34x. (876mm) 14" (356mm) Figure 3.5,Recess Framing 3.7 Vent Termination Framing IMPORTANT. Vent cap location must be In compliance with NATURAL AND LP GAS RIGID PIPE Section 6.2 Minimum Termination Clearances on page 21. MINIMUM HORIZONTAL TERMINATION FRAMING WARNING: DO NOT RECESS THE VENT CAP INTO WALL OR SIDING. 3.7.1 Vertical Terminations CAUTION:Cold air transfer area. The surround fireplace chase must comply with all clearances as outlined In this manual, —, and be constructed in compliance with local building codes. i ii a, Outside walls should be insulated to prevent cold air from L entering room. .-- —! • Follow vent pipe manufacturer's installation instructions for vertical terminations. I • A minimum of 1 in(25 mm)clearance on all sides of the vertical vent pipe must be maintained. j 35/4• (895mm) • Attic insulation shields may be insulated using unfaced insulation products listed as non-combustible per ASTM E -. • .r 136. 3.7.2 Horizontal Terminations � I IMPORTANT: Horizontal vent sections require 1/4 in (6 mm) •, *4). • I.>-< rise for every 12 in(305 mm)of travel. 14' NOTE: Elbows listed with approved vent systems for this (356mm) appliance vary in vertical length. Please consult the vent manufacturer's instructions to determine the elbow dimension used for installation. Adjust the wall pass-through rough NATURAL AND LP GAS FLEX PIPE opening dimensions to maintain clearance requirements. MINIMUM HORIZONTAL TERMINATION FRAMING 1. Measure from floor level of the fireplace to the center of where the vent pipe will penetrate the wall. 2. Cut and frame an opening in the wall to allow the vent system �� ��I to run level through the wall pass-through.A minimum of 1 H in(25 mm)clearance on all sides of the horizontal vent pipe I ( I L11 10 at the wall pass-through must be maintained.These thimbles �i ( may be insulated using any unfaced insulation products listed ' as non-combustible per ASTM E 136. 3. Follow the vent pipe manufacturer's installation instructions for vent installation. 4P (1067mm) • I 14' (356mm) Figure 3.7,Vent Termination Locations -- .te 0.'ll,..!.i L •e ...I.. t 1 ii i---C.- NW `ON0210 (MOH 111H 113A110 OVEZ I ,rrrlcrz ! Winnii ifg_t!t521 'r'1V1111"11 ...-altUa :., L:,“..: I ___—, I 11 33N3G1S3Il OV.LS2131 ,----- ilaillg3 ,, (--4 • '''''i S t, 4q) ID 'No „,..,,,,,_.....,........; _ 1 1 MIMI MUM; .// mimigi..•••;; - ...„1",, -,..., , NI a :MN I , . r '11111MILIH lill'*.' IV : . ' pr4-i _..•=amenimililig._. ,-6 m+.1.11...mno J75 =iel ,4.:./ , ...1111111111r iF,_111,.. - 1,, 1 .4,)„/ . 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NO TRIM ON SIDES&REAR UPPER LEVEL PLATE HT. UNLESS NOTED. \ /EXT DOOR __— .._---_--_--_- _ -6 —r____ UPPER LEVEL HDR.HT__� MULTIPLE, TRIM: TRIM INDOWS ONSIDES&REAR. '_ - •• _ •-GARAGE OHO TRIM: 8"LP TRIM TOP& Q — — 6"LP TRIM SIDES C, C' ```)-- " •-CORNER TRIM BOARD: 6"LP TRIM -E, `\' ( \`' K. ``' m m FRONT ONLY. I 12:12 is us _---- - _ ` •-CORNER TRIM BOARD: 4"LP TRIM ON ` SIOES&REAR. - UPPER LEVEL FLOOR "-GABLE FRIEZE TRIM: 6"LP TRIM Z co •-HORIZONTAL TRIM: 8"LP TRIM ILI a Z MAIN LEVEL PLATE HT. I ----�— --- -- -- \ •-COLUMN: LP TRIM Q _-_—__— _ --_._- - _ MPIN LEVEL HDRUHT.� MINI a -- - •-(6)6"Wz18"Hz12"D BRACKETS AT GABLE PEAKS &GARAGE SIDE BUMPOUTIn Z OW • •-(4)6"W424"1-1418"D BRACKETS AT UPPER LEVEL 0 C:' T i ``. _ ,=m EYEBROW ROOF&GARAGE EYEBROW ROOF. •-(3)6"Wz6"Hz6"D PLANTER BOX BRACKETS& Z PENETRATION BLOCKS:LP FABRICATED ON SITE 12 W - _ y ;"-�- y (PROPORTIONAL TO FIXTURE)PROVIDE ALL NECESSARY FLASHING Q>O , i�� "-METAL ROOFING IIIII gm I _ MAIN LEVEL FLOOR \ 4,,.\ -- --—-- -- - 1 1 LOWER LEVEL PLATE HT. 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IN TNESE LOCATIONS (BUILDING SECTION 1-..:.. 0 SCALE: 1/8"=1'-0" (2z SCALE ON 24X36 SHEETS) SCALE: 1/8"=1'-0" (2z SCALE ON 24%38 SHEETS) 1'1..1.',I 12 12 /1 1SINE �.` CFAMILY EXTERIOR HOUSE WALL 5.8125+/- ' Q 5.8125+/- 11 1 THERMAL RESISTANCE 5.11125+/6:12 EXTERIOR AIR FILM R=.17 SIDING R=1.0 ROOF TRUSSES O 24"O.C. ```..,•,N 12 SEALED HOUSEWRAP R=.01 ��12 7/16"EXT.SHEATHING R=1.22 - 2z6 STUDS T IN O.C. REVISIONS IjpOF TRUSSES 4 24"O.C. 5 1/2"BATT INSULATION R=21 /i11',', _ s- _ SEALED POLY VAPOR BARRIER LOT BLOCK ����� 4 MIL MIN. _ iGWB. R .45 REVISION /1111i1i 'i 0111 BOX VAULT��711.1.1.,�` ,mw P__-- /111111 VON -� x UPPER LEVEL PLATE HT. INTERIOR AIR1 LAYER ,FILM R=.68 12.11.2017 PSESIM T UPPER LEVEL PLATE HT. TOTAL R=VALUE R=24.53 12.15.2017 PRELIM SET 12.3.20.7 II,,-6. --__-__-_2.-0" _-__-__-__-__-__ Z' O" "_-6 __-__ UPP_ER LEVEL HDR.HTS ___-__-__-_--__ - lir --_yEP�R LEVEL_HDR_HT., 01.08.2081 DSET _ PRELIMSET -__-__-__-1'_ _ - _ -_- //AAA SINGLE FAMII Y_ROOF THERMAL 01.11.2015 PRELIM SET OWNERS I 2306 ASPHALT SHINGLES rY R=.44 01.12.2015 PRELIM SET SUITE -� 01.282018 CO ST 2 156 ROOFING FELT 03.25.2015 CONST SET 1 m 1I 15/32"SHEATHING S R=.04 2'-33" - r" R=.17 12 m i0 m W/ H"SCLIP24"O.C. 49 "USS 0 6.5p 1'`,` U EXTERIOR AIR FILM �` ‘`.� 6 SEALED BLOWN POLY INSULATION BARRIER R=.5 A.•_1 I - 1D" ` 1 LAYER 1/2"FLEX STRONG GWB. R=.61 UPPER LEVEL FLOOR __ UPPER LEVEL_FLOOR / -'D-1}- - -- -t1 - -------- -- -- \ \ \ - -' ------ ------ ♦ - \ INTERIOR AIR FILM x _2nU - L 10 18"FLOOR TRU-0 S _ .c TOTAL R=VALUE R=50.82 ra r 18"FLOOR TRUSSES O 19.2"O.C.L/4B0 7 >\ I •RI�SH BEAMS . MAIN LEVEL PLATE FIT. - N. 0 19.2"O.C. L „�0 ' L. T`mss MAIN LEVEL PLATE HT. _ \ APPROX.SQ FT L -_-1-L- �_ra---------T- �---- _ ------ -4 -i --- ------_91PItl1E.NEL7P2 -,, BE957AN 1201 ML SQ FT _ ___ ______ --------LAgIN L I�IjDft,HT, \ -T' 9N c FAMILY _MIASE IL THFRMu ¢ U -� -E'k6' L=q ' 1 i BLOWN INSULATION R=38 1880 UL SQ FT O BEAM BEAM vt y.'7 , SEALED HOUSEWRAP R=.01 1098 LLFF SQ FT F a C L=� - 1 LAYER 5/8"GWB. R=.56 a PORCH 1 GREAT ROOM , ..' 1_r TOTAL R= VALUE R=38.57 103 LLUF.gQ FT • ) m I M1 - / 2010 TRIO 2881 TF SQ FT -m 2010 TRIP T5 0 16"O.C. - o w 10" 1 JSTS O T m 3I ;' 2510 TRW 12"D.C. I - 3959 TFF SQ FT 1 °' - n° COLUMN SOVaE FAMILY CANTILEVER 711ETTYAL 0 18"X18" � , (`.\ . ,§,---_ 16 O.C. m FE99TANCF 4082��FT 1 �`�} SPRAY FOAM INSULATION R=38 203 SP SQ FT - 1 2"EXT. SHEATHING R=1.22 895 GARAGE SQ FT a - `` TOTALSEALE9- WRAP R=.01 57 PI AN!!-KC1T(d ry-1-1 - 1 _ _ MAIN LEVEL FLOOR o MAIN LEVEL FLOOR TOTAL - VALUE R-38. T'0 18"FLOOR TRU ES �' I 18"FLOOR TRUSSES O 19.2"O.C.L/4B0 I O 19.2"0.C. L/ 80 I E_1'� -I x 1 COPYRIGHT , . __-__L__ �r __-__-__-LOWER LEVEL PLATE HT. _\ _ __ r _ -__ __ LONER LEVEL PLATE HT. - \ KC OMEN Nom OWNER ,.. weeds moos �•�•IF -_ i i I LQ'N�R LEVEL HDR.HT. p`Oi .•-L- •L k `•�1 + __-__�QV�R _VEL_HDR. HT ��Y��`ti Om fliEll Then Nos Ns Mb ✓ �'6=7 I ' IN OnduNd.Nowt sazM FUTURE FUT FUTURE 4. ® ` L_=jr� inswim fea""r1sif L 2x10 TRTD 9Ts O 16-O.C. BATH CL BEDROOM n w NOTE: 1 1/2"FRAMING iv plyrweBetpwri08'ur In w 10" 2X10 TRTD - 111x1 pwRpww NI moat a/ #5 cO N JSTS O iO IC ONE.Non 0,4ERN IN THESE LOCATIONS I I m 1'' - 16"O.C. 00 tl.rwrl..rwrrl.l.r E __ diph_, ENEMY IO S ueP� patENEMYY COVIN Nsw i .:.' LOWER LEVEL FLOOR \ N. \ _ l... .. 1. II A O�IISIw�w�a�SNC _ LOWER LEVEL_FLOOR - 1S ESE 11111 111 ESN © DATE 12-05-2017 NOTE: 11/2"FRAMING �, � S • IN THESE LOCATIONS Z3 BUILDING SECTION � 0 BUILDING SECTION SCALE: 1/8"=1'-0" (2x SCALE ON 24X36 SHEETS) SCALE: 1/8"-1'-0" (2x SCALE ON 24X36 SHEETS) PAGE A3.2 "7' P � PO Box 711 II • Buffalo,MN.55313 .. .. Phone:812.518.2118 120 u 12 127 5. 25+/-12 - _ 5.9125+/-:12 = " 012 .mow ROOF TRUSSES W 24'O.C. /�( ,-W (� uV�l I-� I 1" _1/111//1 Ly V U V l �1,i1,1I�. BOX VAULT Wil) w 1 ----- -- \?-__ UPPER LEVEL PLATE HT. __--__ -6 . -__-__-__-__ -_-__-__-__-__-__-__-__-__-_ O" - �__ ai. 6__1,-__-__ UPPERS V�LHOR.HT. N. 12 BEDROOM #3 J&J BEDROOM #4 OWNERS OWNERS 127 1 BATH BATH SUITE m T Qm Wa -_ _ /��-/y��/��' UPPER LEVEL FLOOR \ O .w !NA /V YIV ILJ I11/1111I11I '• 18"FLOOR ff TRUSS C^9.2°O.C. L/480 V V V V V V �j =W ,61.OA!. ,/,I/11 111I1I/I1 MAIN L PLATE HT. N.MAIN LEVEL PLATE HT. co _ I- -__ LEVE__ --_ 8"X8"BEAM I '; -- MAIN LEVEL�HOR.HT. \ i. i IT a ml SCREEN PORCH PANTRY DINETTE GREAT ROOM `a GARAGE I'-6 6X6 POSTS w/ Mi IM 2 S 'm= m RAIUNG BETWEEN a o m o i w In W�O j o112 CCWZ _____ _ _ ________._ l __ __ __- LEVEL FLOOR_ \ MAIN LEVEL FLOOR \ • \ 3 1/2'X161/2 2210 TRTD JSTS®16"O.C. _I .� __- _ -__ _- -__-__ __- _ __ -__-_ -_____ Q> 2 ,/T MANE �� I, DISTILL � 18° --DOR FRUSSS 0 9.2" ).C. ,/480 co I co FLUSH LOWER LEVEL PLATE HT. - LOWER LEVEL PLATE HT. I I - - - Nr �� - - - - - - - - - - - - - - - ;- - - - � a _ __-__-_- LOWER LEVEL HDR.HT. \ FUTURE FUTURE �. M. U O 3 1/2X3 1/2• MEDIA/GAME BEDROOM #5 N O 7R1D GLULAM C0. .61) ba NM SIESS 6 BUILDING SECTION W LA G SCALE / =1-0 (2oSCALE ON 24%36 SHEETS)3 s 8° Ts • ._ _ _,_ _ LOWER LEVEL FLOOR • 6,1FI 42 CONC PIER ; ' -I ©B SECTION FTG EXTEND => BELOW FROSTLIKE SCALE: 1/8"=1'-0" (2x SCALE ON 24X36 SHEETS) I: .-I SINQE FAMILY EXTEPoOR HOUSE WALL 72 12 THERMAL RESISTANCE 5.8125+/-� Q 5.8125+/- EXTERIOR AIR FILM R=.17 SIDING R=1.0 SEALED HOUSEWRAP 13=.01 7/16"EXT.SHEATHING R=1.22 2.6 STUDS 016°O.C. REVISIONS ROOF TRUSSES®24°O.C. R=21 5 1/2°BATT INSULATION /U�•SSES��7�� SEALED POLY VAPOR BARRIER LOT LOCH _ `1'1,1//1 (JLX_X_X_) ` - 1111,111\ '"'m w 4 MLAYER IL IN7/2"GWB. R=.45 REVISIONS UPPER LEVEL PLATE HT. R=.68 -m\i '^ i ----- -- - \ INTERIOR AIR FILM 12.11.2017 PRELIM SET A TOTAL R= VALUE R=24.53 12.18.2017 PRELIM SET 02 _____- 6 6 __-_--_ UPPER LEVEL HDR. HL____,. 12.18.2017 PRELIM SET 03 0111.2018 PRD SET 01E ----------_-----_-----_---- SINGLE FAMILY ROOF THERYLL ot.t t.z0le PRELIM SET N 12 12 01.12.2018 PRELIM SET 45 12 128 OJ.23.201B CIONS S07 h BEDROOM BATH BATH 7 Q 230#ASPHALT SHINGLES R=.aa 1 SUITE 5/ROOFING FELT 2. 15/32 SHEATHING R=.04 m m W/"H"CLIPS 1.5 ROOF TRUSSES 0 24"O.C. TRUSSES®24"0.C. R=.17 EXTERIOR AIR FILM R=49 12 SEALED INSULATION PSULATIOOLY R-56 7 UPPER LEVEL FLOOR \ _ N. 1 LAYER,/2"FLEX STRONG GWB. R=.61 �-X-X�� ,.1.T nal INTERIOR AIR FILM /1/1/1/11\ 18"FLOOR TRUSSES m 19.2°O.C. L/480 /11111_"1\ -:.�\w co i (f11�/�1�1 �1�,�//1 /�1�1�1�1 w TOTAL R=VALUE R=50.82 BLOWN __ _ LJLY Y.JLI �V VVT i a _\S MAIN LEVEL PLATE HT. \ ,����� , _ _ MAIN LEVEL PLATE HT. 3 r LVL \ APPROX SQ FT -__-__ 9 _-__-__-__-__-__-__-__-__-WISH _-__ MAIN IFVFL D.DR. HT. SIN(SE FAMILY GARAGE LIO THET9IAL Jr _ _ MAIN IFVFI_1(j R.HT�0 1201 ML SQA j6� BLOWN INSULATION R=38 1880 UL SQ FT SEALED HOUSEWRAP R=.01 1098 LLFF SQ FT GARAGE I GARAGE I 1 LAYER R=.56 103LLUFSQFT TOTAL R= VALUE R=38.57 2881 TF SQ FT m m mnxf ID m O1 SINGLE FAMILY CANTILEVER THERMAL 3959 TFF SQ FT Io RESISTANCE '4062 GT SQ FT __ __-__ -__-__ MAIN LEVEL FLOOR \ TOTAL R= VALUE R=38.57 SPRAY FOAM INSULATION R }8 SQ FT 1/2 EXT.SHEATHING R 1.22 GARAGE SQ FT SEALED-VALUE R .01 __ __ __ __-__ MAIN __ __ __ \ \ __-__ LEVEL FLOOR \ LOWER LEVEL PLATE HT. \ COPYRIGHT N. I -__ __ LOWER LEVEL PLATE HT. - ......-. .:.... ....... KC Mann Norra OINK Ine • tees =p *town Y ass,bM sor.mel M agsy,yn In ern Om TNss ass Ns nab aMae•r4 Ns,"s'ban 0--- Iglnllv,ssur•w,MM,r. R.N./b 1•..10r b•IRV M MO 4 b gsend1tBMt Nowt of [.:.`..•I aI1•It Oates Hs=Miss las b •e BUILDING SECTION ()BUILDING SECTION Tnn.•'b...a.~' •maw M•MtIso pax Nam•• 7. •' MRMNIs 10 KCSoni ISM 3 SCALE: 1/B°=1'-0^ (2x SCALE ON 24036 SHEETS) SCALE: 1/8"=1'-0" (2x SCALE ON 24X36 SHEETS) Obla,,b•Istsaaml•Nc Ors•lbs MAN.b• I':'+1 DATE 12-05-2017 PAGE A3.3 94" PO Box 711 • y 7�" 7^ till 7�., 1? Buffalo,MN.55313 , f - 1 k 3� — /7�"# \ TOP OF FOUNDATION =0.63Z' 812.518.2118 1T/ ^ FROM TOP OF FOUNDATION Z . •a O 3� z • • o O O I L.J O �~ a - ,, OW <rj O MN o 307 0 a o rt • a p z ow o � W O I I I I . •-. a - I 77. OD i -CO CO 0 m ao m 72 ,'-8" '°° WJZ T Ez a D FOUNDATION DETAIL Eo _ 51.1 SCALE: 3/8"s1'-0' E< • O (2X SCALE ON 24%36) El:Cr:' w • • • o E W O EU O� WZ E7 p >0 lg oph� JO IMF A 1.-8" A 1'-8" 8 1 8 jr d ; 8"r ; �j O r-s" if�� A FOUNDATION DETAIL B FOUNDATION DETAIL C FOUNDATION DETAIL E WALKOUTLBULKHEAD W S1.1 (2X CALE6ON724X36) 51.1 $GALE: 3/6'=1.2-47-0 -0' ) g1.7 $GALE: 3/8-=1'-0" S11 FOUNDATION ONO DETAIL LOCATION ONLY 2%SCALE ON 24%36 2X GALE ON 24%36) RIC ON 24%36) R-10 RIGID -.4- INSULATION Kr NI SILL SEALER ANCHOR BOLT J 6 MIL POLY SLIP SHEET 2x6 TR TD. ��i 5 OVER INSULATION BOARD a SILL PLATE �h. �/1 BELOW GRADE TOP OF FDN. WALL V� 1 1/2"OF FINISHED / 4.11 =0.625' LANDSCAPING - I. NOTE • - r___y ..__ \ CO SLOPE FINAL GRACE AWAY FROM HOUSE TYPICAL FOUNDATION DETAILS. r S FINISH GRADE •. VERIFY PER APPLYNOT ALL TO EVERY ER CCONDITION. L CO 0.0(DRIVEWAY� v✓ a•-- SEE STRUCTURAL DETAIL NOTES \ NOTE: CAULK PERIMETER '-8" /_• &INTERIOR PLATES W/ jrA 1 8 / VULKEM PRIOR TO F FOUNDATION DETAIL G A' x FOAM WALL APPLICATIONFOUNDATION DETAIL / • S1.1 $$GALE: 3/8'=1'-0' � // (2%SCALE ON 24X36) 51.1 ?&SCALE60N124X36) REVISIONS 7 LO.p ROCK /•. 7�" 12" 7�' 1�, TOP OF FOUNDATION = 0.625' -WATERPROOF MEMBRANE a -2 RIGID INSULATION __—__ __ NEVIINONS ♦ — — \ — — — 11.MI ;PIM 12 110E57 PRELIM SET , /• . • 12.1•.206 PRE. •T 2 /• • •.. uas.2un REUE 51¢T 6 / m.a9.2me MO�T m.n.zm• PRE.SET 01 12.20112 PfffIJM SET 5 / a 0226.201! 910 SET 2 OJ.26.201a CONST SET • BACK FILL %, • - 0 1 I / f NOTE: REBAR PER 1201 MROSL1 Fr S FT FOUNDATION ENGINEERING - 1 L SQ FT a < 1098 LLFF SQ FT a0 m a °D m a • POURED CONC. WALL y i •8"•• y 103 TF SQ FT 2881 TF 3Q FT a•/ • NOTE: REBAR PER ^ ^ 3958 TFF SO FT // FOUNDATION ENGINEERING 4082 GT SQ FT $OCUNDATION DETAIL 203 SP SQ FT — / • CAULK 51.1 (2X SCALE ON24036) 895 GARAGE SQ FT DAMP/WATERPROOFING / a •• 3 1/2"CONC.SLAB MEMBRANE PER CITY / 6 MIL POLY RAN 2-K(,n1776 REQUIREMENTS& — OVERLAP&TAPPED COPYRIGHT SPEC.OUTLINE _ 4,-;r1• KCO• Lb••ap•aly maw.Is sawn lar GHT FILTER FABRIC WRAP 41 •. TOP OF CONC. FTNG. S 5k 3" •appya~Oar Away"della b am pans.Tam plan...nib •!• • • ; • = •• NOTE; HOLD ROCK ` ti walla.. maw lealerma 4"PERFORATED DRAIN •• • •_ • • _` _ •• • • ••_ DOWN 2" -' \ \ �vw%gb0•�ae Os Sid TILE WRAPPED IN SOCK .;1.,,,,,......,,z4;•;;,;.:.....":,• —— •' FOR RADIANT II. II win maiden•nd canna•I P•M • . i.•.•..�!• < 3/4•WASHED ROCK HEAT OPTION \ \ \ \ •~ �~ ..•.._ :� , .� WASHED ROCK op • 1� 07. 14 a =Calm Nom Data Ina In M•w�adurA �M S. 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I 7 , ' a I • F I , 1. �1J Vy, r I 4 m ? 1. iAI , A gl_._... \ I \ . I ,4 �r- 1 \ I- 0 !! _- i d3 .. I t. ' II EXTV4D FOR \ - - ...Al - I viii m -- q: j jH s �\ q 6. ^y _ *_. i \":. .. .'fig - • • E, ' ZZL-')7 'O'ammo Lausesuion 1r - - - . l � A .12;10; NY/ ' p p ' flet 'Euncanwri �•e;ossuuv IS S - o owl *up `�seislivri d� ,1vtvv7 Jepun 3 IRUoid pmmn Ainp s we imp pus asommeane gawp U0Siel �I °a -'19 0,f' fro cool buoisvoupee` • i 1 11 r.. ....... - i 411 . .__. _ , .40 ,x, c . , .. ..,_ a„, _ , . ... ._..._.._ • . (46"D , t. /f• /-• _ � _n . /fff Y[ -.� ; /�f/ // r/' !/... \ /// ✓ r f/ • - ,. 0 .. \ „ .. _....„ 'fi _- , , •,. I 4 r- �� f/ /i' I r r 0 4.:,,.. ' ...„-_1 4.,..__-_-:. , .1-- , , . ,... ,, . .• •,_ , . .,,,,..,...7. „ ' ' 1:P • .I - L \ N • , . a . R 11-...ii. - II A p r,....-: cg_ I ♦ ' LO Li 1 /_ .r ... / I I : .j a z - i • --- ter_ w - _ -._•_ _ - ._- te. \ ... OIRJEA 1M1SS • - - 1 _ .. cif; .: _ 411 - I _- .- NNs . .,• s I T7471111:-. 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II ".:.Ii \\\N 1".-. , • ! . I I • ----- I -:I . ....._....-.. ...____._.. . . 1 ••• . , • -..- .i 1...?: 11 ' • ,." ;.....i11106,_ • I : • • : ; ' • • . • I . . I .• .. • . • ' • I I : ' • .1.,' ;I .:• . . , . . • •• ' F.__,,,.--. •I.-1.--:--- :-7:_ 1 ,, --. F. • I ..! . • . •, . . . , •, !, . !I 1 •••40 • ---:.-.. • •. •, . 1 I. .: • • •q 1 : • . 11 FT • ... : ,...1::. itiiimimmia i k-:.., ,••,. .... _._. , ,' . ..• . , _.. _____•...... ., . . , i • , , f . ;• is, 1 , , • . . ,. •1; , .._..1 : • , 1 \ •.. =mile an.• a .. . I. . ,. .1116. • •4-- 'I. - I--'•-•-•. .-I I 7 ' ., :.I .i.I j (611.1 , , i • • :, I 1 : t ; • ; • : . . :I .. 1 !. kit 1 _. . •s i . • ,I ' I I I . , • . ,[...„, in% ,•,---,-• ...:., .- a•:• --..- , . ! . • : ; 1 Nial . 1 1 . : : : • • • • -: - . 1 • • 1 : • . I • ' . ,' . I ' '• 1 ! , ' .' , ‘S ‘„,t • . 1 • • : ., • 1 --•••,--••-• 7 . . !tt.,*: : . . ki - I • I ! I . ' I . •' •' • . . : 1 . ' . ! I . . .-f ...1 • .--' , ell : . I 1 .• -7-.- !..::.',•,.: .•:-IL-.' ..--2-1.::: .;:"i_ :, , : 1 44 ,.1 •„ •:, J.4_1 ! , r- . ;: : :' I 44;r4. liti . h ....1 N..) chlti ! I • . - , i . 7 ! . i . , . . • , 1 ; • i .! . ! . i ! : ...t I . 1 • I • i I 4111 • 4, Li I hereby certify that this plan, specification 4 g or report was prepared by me or under my ,A, 40 CI.(0.141ee (41‘ii• cze L Larson direct supervision and that i am a duly Licensed Professional Engineer under the Of t>at", /44 Larson Speity Structures, Inc law . 4 - State of Minnesota. 184 South Lake Drive , Xik.a '0 CCIeCr Lesburg, FL.34'788 f fayne a --, Date-2 i° r 1./dA1t_Akense#7131.___ Comm.No. 11.7%2 j 4 . . . . rer r~ imiii r. irnnt . . . mi , ,C ,. , ._,,,.,,,, = „....------------” i 44, - , . .I . , , . , , a _ ___ _ _ _ r --------1 . i 7— . _ . . \ I V • , 0 _ . _ . , _ _ _ _ _ 1...al ..... 0, . _ ... _, , __ • . A _ ,_ , .is . _____ .. , Mk v 1 i_ C f � _ \All I 1 I ilh'4/1: { i ' 1 f 1.2. $ f .; - 1 . f ' : 1 3 , . .. !i , i ,- l. 1 '247I , in ME 1 g - Y 3 1 r •I \ f l f --� -if 14,0 .— + , _ 3 r C dC s >°- , g 9.2 1 0 0 . - till .. ,rte ... .. ..:.. . 3 t3 VII 3 —The porch floor and the floor above have sufficient diaphragm capacity to deliver INI% Q 0 horizontal forces to the main house structure. The floor of the Screen Porch and the A • 4 floor above cannot move, therefore the walls of the Screen Porch cannot rack. The w4.41 • A prescriptive bracing requirements of the Building Code are not required. p *i `-' LFFI c C L. C vAar ( ON T ________... rr rr . iqr Fit .., y u)n 0T gli ........... , .. .... _ . . . ... .. . . .. . . . . , __ ._ . ... .. .. . . , i G I .. _ .. . . . . . • _ _ _ . , . ._. . . . . . , . J , . 1 . ! --_, i . . : .1 I ... . 1 ... . I . . .. 4.... .. . .:.j.. . . . - - b 4 . I\ 0...„4...)\1 .:.,:.. , . ,,......„_„ 1, ,• i : I .no\lo it C ail i . i 1 0 ,::::, . i . . _ .. . . . . . . . . i [ y yi , ki ii --- . .. _ . _. 1 .. . . - e ; - I ----- .. _ .. . ._ . . .. ....., . _ . . E1 I . . _ . . _ .. ... . . _____ Itzs . . , . . , ,,... , 10 o •. . 13 , . § il• 11 .,...„ i , . ,el ptis ' ane 1 ; i •3c a IA a x+• The porch floor and the floor above have sufficient diaphragm capacity to deliver g wC horizontal forces to the main house structure. The floor of the Screen Porch and the "4Qa floor above cannot move, therefore the walls of the Screen Porch cannot rack. The r prescriptive bracing requirements of the Building Code are not required. '' N L 61 e7 � � C L_ e � A � tp �! r , . • f L. zziF)) 'ON •WWoa_ l.ee1#eS ! i UO • euAoM 1,-�l,� 1 YY 7 Nat Id `ainclowal eAliW0S tilt •a;oseuul� to%B 10*mei 3111 `sett SAS A1101oSosas, r'►If voirv4ZFQ eq;aepun au18U3 leuolssegud ppoasuO11 /ynp Q w@ I 4e4a puv uolsluedn=QIP U09.19-11 •6-8 'r t„ ,, t 19 o • Aw iapun JO OW paaeda,ad saM iiodai Jol, uoiPKIIIPadi `mild 91114 MR AM** Agent! 1 ) is r I Hyl\ i ice• --•f-. 1 (illI 'YFG'L. 1. ---- "___ Eb: ! 1 ” , .I • , T. -' I ‘"ii"-4 i s ` A .ter_ r • .l. 4 vi n . , : ...• i ., , , , ,: •...i.,,,.,:::.;,-,,,1::,....,,... ..4,.,..,:.•,........v.• . :, , : . i ! rt... _,::.:,..:•_.1.:. • i: : : , : ,, , � r , . ; r - y \\,,\,\; . ri 1:b 1 I: • �\ I 11 `4i ' • ! .: • iiii) . •i' iIIIIr ` � A I 1TU ' k 1 : 1I • 'i t 1'1 I1 1 • �1 1 . 1 • ,I 1\1‹...... : ' ' ' • ligP . • 1 I �� • 1 1 • l L e 1,2,L1 j .0,4..00 asks'AlmJ / ow�f u awn id `aingssei J-7..3)d 5. r rvv ""kr••7 A �„��„� •v/�o U SO�044 go Bakal �l ssunran43,etutejvi u 'T otei as w�+3 l tdswanQI AMP a Rua I WS PUn Ula P U 45J LI zpo 1 I pi:70 cst 6 x lw,aapun Jo OW Ail pavdaad sem soda Jo a �'id � A I 1 1 , 1 • : :, , . . i • _ I 1: , : 1 •• i • , , . 1- 1 ---- - i 1 . . , Ji, : •,••=____. IN , _.! -.1. , .i_ _•..- _...F..„ j _._....00 RN i ; . _L.:, :t•-,-,1 --- M iii 1: i'.__,., .: , 1 ,,., , 7-- '. i+, i. 1, I i • , ! i 1 i : 1 : , . di s . I 1 R, 1 : ` ' ! r ..._. . -\\(//I t ! . ! 1 _.._ i is i • : 1I fI • il 1 . ' . ._ , i Wei `- yam, .�7: __�...., F{--\ P' k 1 ;.._'lL 1� J1 .A . ID -- ,, --. -,.r 0 , , , . ____ , , : , ,,,_ _ , .., :: .: „.„ , ,, . ,, , .. , , . ---,.. , _. . ,:„.. , ,.. e -\ • . .. . i ,. . „ , . . . „ . . : . , . , : . ' . : : .. : , . , , . : . . , . . . , . , . . . . ,, :, , „ ,. „ : , : : , „ „ : : , . ,: , , i . : . : , , , : . , . i . , , , : , . , , . „ „ , .. . , : H. 1 , . : : • . . i : , . : . : : . : : : , , . . : : tt : ,.. , . „ : . : , . . . , „ .: : . , , ...... _ : . . . . , I i I • . , . . . . :, f, H , . . : , , , . : , ... ' Ht , . ... , . . . $ 4 ► ' .. ,.� rerrr 6-16d Fv 8d @ 3" ea. way 463 a a 3 .� w ,:� Header-see plan u) a co . 1 '' t A .......ma . ' 1 2 rows 16d @ 3" Extended header • .t.[ Strap tie (backside) Strap tie (backside) • I. 1-� Simpson LSTA21 Simpson LSTA21 { • • =3, _ - Blocking w/8d @ 3" • WI Int. _ _• 1, 2 Panel splice middle Ah, i III • . . . . . • . 24"of wall height - a t r '`11, 7/16" plywood or OSB . P I III 1 See Plan'I .. ------1.1 __ — 2 rows 8d @ 3" 41 c . g i . r , al hil '�' 3. 16d Nail sole plate to joist NU per table 8602.3i ; Framing anchor �� 4 r F4111- nraruL USP MP6F or su,„.rmum .. 3 Simpson LIP4 or CO 1Rum *- lap sheathing min. Rim CO 1 • 91/4"onto rim , c i 8d@3" r DIlla 1/2bolts /2"x2anchor washer- .., A t 0 M.IMICIRCOMIO.1,. min. embed = 7" 1.4 d rA . 0 •.. • : : �: Masonry or concrete Ar foundation N rIN2 ALTERNATE BRACED PANEL PORTAL FRAME PANEL r GO 4-0) METHOD CS-PF METHOD CS-PF . 'o ~rr r 6-16d king stud to header r r.. 8d( 3"ea.way Roof trusses Al f\ 1. ./,'7'1' i i Header-min. 3•x Blocking 4'-0" C' i 4:E 11 1/4"- see plan, if required O f:1 extend to comer _ Standard nailing i • • . Strep tie (backside) or staples • • • USP LSTA24 or equaf . . • • 16d 3' ao . • Fi a - , , Pani spNce mkidie 7/1fi OSB + ; ' . � _•_ 24"of wall height *wood V It' II Blocking w18d @ 3" l?' "--~-- 7118" plywood or OSB IP �. . See Plan 3-16d @ 1611 c P ill ' . .•• 2 rows 8d©3" for 41-0" : : . . ij 4 1 , . k.. 3- 16d616" cx ail Floor trusses with `) I I I f 1 1 t 1 iitU Framing anchor top ribbon or rim USP 18F or ..j___... __�__— 11____ i 1 1 1 • Simpson LTP4 or l Rim •- t P fop sheathing min. — -- — — -Q'- c- 9114"onto rim Braced Panelb "' )( 8d 03" 8d©"a • y N foundation Wall fOund�iOn wall \_ . as 1111111111111 rt.... lt 0 N 0 x A ALTERNATE BRACED PANEL +1 STANDARD 4%0" BRACED PANEL €1414F'° 0 METHOD CS-PF ( !I r METHOD CS-WSP Si I " I °I roNmaim 6Wt * MOM - 'T47 r 'oC,7 uogan-0 3"1"1441 mss , m �1 wrswel P QM l Fo OVA awe+�3.uol••�d t10 1 1 vo, non j f1�`!`1`1 Q 4,v 7. wa�aamipars�.� .,wza u t ti a s 1 I I ed fri?jie c I 17 w t1 , _OPeflh19HSt= 4 1 g 8 • 1 rr rr 031- r- a 8--0" for one sided panelI co (13 4' - (r = 71 For two sided panel -- Blocking g I [ • _ . . .•. 4 Ii Full ht " Toe nail 3-8d I 4 oc Perimeter I 1 g" blocking_.___._.�._.. * nails at each a Is _ 1 4{11 I blocking member I - 1 1 t1 i I: I tiak -.. - " 0- :too •_�_._..__. ----- 7"oc field i p.. f . r Iri. P. i II g 112" Gypsum 1 al A -.> 1 . Board 11.2 IIFull ht blocking @ 16" oc r-; --- !III Blocking{ p#cal} I 11.1 1 I ! -- 3- 16d E! 16" -- 14- . ` �� �, blocking or joists • Rim or.foist to be aligned with S U braced wall i I • w f tk k NI O a INTERIOR BRACED WALL _._.____._________ 1 INTERIOR BRACED WALL CGS JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL w I.- , r I VI r £i f &a:// aoN tuul 3 W UL*seUa3n I/ - r : r -'1._` 1-7,g6 t'1ry 0 g`fJ! / 1IaM ip 861 "IA `eingsn®'1 ® -1 411108 rse1 letosau111-11dror HAwmft: mum T1 D ma Jopun �tilM o # w n 314 `mss Lug I Ma P1�1 ,� d won AMP• n.Pimp U V S•l e Q , Z' '�vv"t? "l�3r''p 9V "' Au'apun io eW Aq pv id �odoa ao , � u geld �u41 4 I Saivt� Sr '7-) 111 "'�1 " ` u co P 14. . . A NbhC in A • - • MA vA2*1 0/,;,z_&. �dDiteL• T, ' R I\ kti - .•. a 11 t to v In re 4 f• , r ,. N NI 14 P a? 14 t% . tr t I 4% A t ed , ' - � •• 4 I • r 1 3 . A 0- li .5 1.- '3 3 . A y C � 0 \i e`! 1:11 \\a" rttN0, 4 • 1 • 0 � >h/ r 0 cr • •r LL _ __ _ _ ___ fb, 0 t4 1 r. r. 401 , r , Aa ‘7,- 4 ..5 --;'S V V j A c lab 1 1 1 F 1 I certify that this `,,L orreport prepared by m' or specification s ,6.1 A,p 0 Lave 041.c. V LLLarson direct suporls and that l am a duly i Lken ed Professional Engineer under the � Larson brave Structures, Mc lass of Minnesota. �`'��' �"� . 184 Lessbur9, FL 34788 It•All lec#r D e� le - :�' Llo lt. t _._.. Comm. No. L(.?2'1 , `4 ,._0„ • rr . IIr S } "II— 42" CONC 7"X5 1/4" 1E1 ►�� PIER FTC. EXTEND " .. "�'• BELOW FROSTLINE 7X7 TRTD PAR COL ME O PAR COL stp 3 . ._ _ .____ 42"X42'X129 gti , , \ DECK LINE ABOVE PAD FITG. 1 1 /ii r"i 1 \ '! '�' I '` 6 3/4"X16 1/2" FLUSH 42IA /A /G ., 3 1/2"X3 1/2" TRTD GLULAM 24F-V5-SYP T" //. i ,� ``; -U1 TRTD GLULAM COL 12 X12 FRAMED - .,/COL FINISHED W/LP p =(7;' 0" SIDING (SEE ELEVS.} ,v .0 ..-, .-- I i-i- �C - • - - - - • „.Mill st, .1 _, ; fix.. t lc.,' a. c, x Za�io '�Z''b p 0.4„,kIVO es \ , •l l �N I w \ cn INSTALL SCREEN BETWEEN T ::-. 0 i _ \. /o Q•I� �° J JOISTS & DECKING o 0 ' I' % to (2) (3X6 TRTD POST -< ,Nm•I1. 2X10 I: ID JOISI`S NJ / `\ �' `� I gi12 18" U A I ( IY!P) N011 c 16" O.c. NN" ' I • rri al �, i,LX I LNU BLLO'W ! ROS I) 'i• rncr 2 x FApe by L V ; 30"X30"X12" \ L�ire G i. '�' =% / ��' :I\ PAD/G. qG ea a.`}�� cJ , t 6/1 8 • / Q/� ■�� - - — I t- * P. 0 ( I A . -.... I ob z 0 . P.ac,v iv c /. )4 tc.L:-.. *13 0 I, • 0 eiN-elid. in) ""*-41411t2 54 ' Z Off: � - x, g, S 0d5r- a .7S _ 4 � C' Ct ......_...., c4igietsi st•ra4 20 � _. _.. V 7J Z.ZL'11 .0Nvim* 1 Leas nuton— ,l/oTi'v _s .I-2,7)fr reyv r MILK Id ��uo �'�ogoUWf #o e $ ;o s nu ‘ssinnn s'i rp :7d NI Alm'asulau3 Wnoieseilo1d ue2i1 /Trop s Lue I IR(P.Pus uoi ns QIP UOSJ 1li t -1-1171 01,..3701c7 `?�SZ Ili w J®pun Jo�u d paodad am podaj ao �� ra de t� a mi Hili=Agony I 7 0 \ \ 71/ A 1 r,ti S -s \\ 7j. \ \\6-,,,,,„7..,� - 1: Z. \ / V\im SZ) '\': \ : 3'. • il6 ` \ `� 0 • al\ r •Q, ;;. F; 7,....7-.• . : = : = : : = : = : = : =ixp : 1,.-. : = : = : 4litr - 1 N t) '1 --,: DROPPED BEAM II ! t II -1 1LD _e., III xi •D iy \ P .iir ,\ v• CU ::, a.a`, a (7) ii o m1-- .. r*iti C '�)1 I` ►* ` 0 1Q.2'o. c. -•moi 0 i f,�' U�� `� `17 c - ' ... 4' I I �'. co 40 '• mit Z —l .. . - / A ii-:. -L--..W71.6412 #. 0, .. — :-., .. N .._. _.. --, -., 4.. ...., • . ,, 0-xe, . -. ,-...... ,.,, _, ,,,,, -, ,,, - • b-,.., --,.,k„ # GI) _„v\I , 2- F'= SSE I II I ZC' N.) F3' .1,.-1.-!.ELVES: 1, I DO Jn ,` . rJ r-i = Z �- :,' - - {� O 4, ,J . Y 0 X= a I ,... is :) 1 i Ul -1( . ti ev4 Zt N Jam.\s+ 1 h Q ,c, vcr `*4 - 111111111141!—"k9 4. ;i�r no" )(, .,,,, i Li , T imps— ----• i.miv '6: 6 1,„____., _ 'i _ 1116311111.4 II . yr 1 C �' .,. .1% i, tu1 ,,,,_ Ix oii• , u1 k k " , so I ts. 2 a ) N%t & gill11111111111Dt4 .., 0 ? I c‘. 1 I.. Al !... ........L. - • . i ♦ ...t--.4' • ig_. kli ._ . ..C7. ' 14: ' 4 . ' 7 • . .._........ a 1.-:1 0 z vills `�` ' a ` % Ile 0. %). J i \s i hereby certifythat thisplan, specification �LL or report was prepared by me or under my , 2 3 6td at-Nig-2 .0i u. LLarson direct su on and that i am a duly Licensedrofessional Engineer under the Q adWa , ik..l K Larson Specialty Structures, Inc laws of the Stets of Minnesota. 184 South Lake Drive Leesburg, FL 34788 krW Gi Mi4 6f LeGT _ Comm.M...14.4apit___Lisansenatt__ 4 No. t t, 1 22 17 I Building Permit Survey 010li tl-t 'lQS8920'34"E 90.01 17•1 Prepared for: Rob Erstad Legend CITY OF ORONO • Found Iron Monument 0 Set Iron Monument (LS 14700) SITE PLANy&GRADING 'LAN Doo Proposed Contour o.'= ' 'PROVED 000 Existing Contour III APPROVED WITH REVISIONS 0 0 0 Proposed Silt Fence II DISAPPROVED x 000.0 Existing Elevation :y Maw\ 3d►warojicw\ (ODD.D) Proposed Elevation ATE -...-- Drainage - TEL Telephone Pedestal / ELC Electrical Pedestal 1 Site Address: 1 2340 Oliver Hill Orono, MN 55356 / City of Orono Planning&Zoning Plan Review / Description: � p� Site Plan Review Date: ILot 2, Block 1, OLIVER HILL, I 11 APPROVED according to the recorded plat thereof, i/ 1 1 D APPROVED WITH REVISIONS(see notes) Hennepin County, Minnesota. Wetland---r --.\ i `■ pENIE2— (p (delineated by Jacobson \ 1 0t • �t l� Staff �.al�• �— Site Benchmark: Environmental, PLLC on \ •;z::, Top of Curb at southerly projection of the t,� May 1, 2013) tI �i fN o east line of Lot 2 W iY 0 N Elevation = 999.75 i O _ L-tsi 4��1---?` Proposed Elevations: P - --Drainage & Utility' I I Garage Floor = 1003.5 01 I Easement N882�'02'E Top of Block = 1003.8 f Basement Floor = 995.8 \\\ o `9.9 15 y Prop. Hardcover Calcs (sq. ft.): �\ 2t\ i House 1,206 N I W I Garage 895 Can the ver 21 II , 3 Front Porch 101 Rear Screen Porch 203 ii '^ 99261( Grill Deck & Steps 194 1 Z (less 100 sq. ft.) -100 iI o Driveway 989 j Total Hardcover 3,509 E "i .1 o n7------j Lot Area 33,086 • 0 o x 984 --' ._.- Percent Structure Coverage 7.6% '1 4, 525 I D Percent Total Hardcover 10.69 •,41 0'1 \� o, SCALE g9A$ 5I cro 5 3) ,° ao o 15 30 60 d ■ tbock ` �9g,-- Wetland / o _ 15.0 ■ Wetlan c,;9545 P�� 3) (---99 gg6 ��� a '2 995' 09o 1 inch = 30 feet ----,3.5 ( � �gef�o N° $3:i:1 15 Proposed > 9°,. �� SC HOBORG 11.1 - \ � � ��` FBW� 99s • Fill b _ /) ° LA D SERVICES 998 ` O��^1000 h °°° rb 1 ` �' �/O ® /, ACU �. �,�.;, �� � 0 INC. 10 C�� 4 ��i freos, , 998 B x 10.2. `• \ N ort to B6 g/ 0 � — r `''e906._ N oo 763 972-3221 8997 Co. Rd. 13 SE °`` azo �O O % www.SchoborgLand.com Delano, MN 55328 rp g �•\ 20.01 _ I t‹) a9Qok , Job Number: 8574 / N \\ 0 • \ 25.0 •001 Book/Page: LL °s\o`� I Survey Date: 2/7/18 Existing \ 10 '•. 0 \o House a 7.0. / Drawing Name: erstad.dwg �tv1001.211FE1009. Building- Drawn by. DMS GFE=1008.4 1 • Setback/ FE 1008 1008 6 ` / Soh �� 1001 4 t Revisions: 2/28/18 (proposed house) Pt) , � talr'y o , dt G)",'' 0• / OP' 4/3/18 (drainage, setbacks, driveway slope) laINZ O e�� / hereby certify that this certificate of survey was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the -oo RECEIVED laws of the State of Minnesota. ro�� - - APR 1 3 2018 -"b. /___ Pau/ B Schobog�� CITY OF ORONO Date: l_3 `If Registration No. 14700 Bearings based on plat of OLIVER HILL. 2310 bi ivei Hi ftI 2.11S- cofho3 - NUM Hari-w