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2014 - 00137 - new structure
JI!!iIII1111II11CITYOFORONO — 00137 * 2750 KELLEY PARKWAY DATE ISSUED: 04/21/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 364 WESTLAKE ST PIN : 05-117-23-23-0043 LEGAL DESC : HILLSIDE PARK : LOT 000 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,510,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE,WELL(STATE) LAWN IRRIGATION,ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FO1.4NDA"IION SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: .17 NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: )L NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: 1--D`4-' APPLICANT PERMIT FEE SCHEDULE 7,996.75 STATE SURCHARGE(VALUATION) 704.00 LDK BUILDERS INC 8242 125TH AVE TOTAL 8,700.75 MILACA,MN 56353- Payment(s) (612)685-9066 CHECK 54070 8,700.75 Minnesota State License#: BUIL-1327 OWNER ldentisys, Inc. SHIELDS TRUSTEES,JANELLE K&MICHAEL R 7630 COMMERCE WAY EDEN PRAIRIE, MN 55344- 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 goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked any time for ue cause. 11/D- licj Permitee Signature D e Iss it d By Signature Date 1, V,,'' � 1� `t y City of Orono 7�, r75 Building Permit Applicatio for New Structures or Additions Mailing Address: Permit number: a0/ t�O/3 7 0 PO Box 66 v0 Crystal Bay,MN 55323-0066 Date,received: '—/ —/h/ Street Address:' Received by: I'� A2750 Kelley Parkway Plan review fe: 97 3�� *1\11E- c? Orono,MN 55356 O7 KfSHOv-t Main: 952-259-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us t 5Ck' aN l'--1 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: ,. /0 -.--/k 1 -JT Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes Elisio 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: Li ' ?vt L l C, TAR_ License# eL ©, 3 a.'t Expiration Date: ....0_01.< Phone: (cell) �/1.- c,S5- '7O (office) Mailing Address: 8 a y / "err Av4 Cit :t 4,44,4% ZIP:.5.6,- _53 Contact Person: L, ; " . • =. _ Applicant is: ontractor / Homeowner (Circle One) Email and/or Fax: 7 k uI ef`t e,�f., v u, .., PROPERTY OWNER I FORMATION: Name: PLNAEL_ / Jc lJ Phone (day): WYa• aqW - /a-oz) Address: .3$1S �/etj-,.d (),e, City: O,e;oNo ZIP: Email and/or Fax ; ` SA'ens a;deA-I.r`1y..c ,6zM 9...S" - q-73".. ( 4 ARCHITECT/ENGINEER INFORMATION: Name: , R0u: LrNeap Phone(day): "763 - a 3 S• 9:14‘ Address: .3R 0'6 6Lc>X�rIA /4 Al City: LilYs%!4< ZIP: -- -S.4.2--) Email and/or Fax: a— r/ e___r I-v.:,.e 044 PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply 6-Aiddition ew Construction 0 Single Family with Residence attached garage Garage/Accessory Bldg. �J Public Sewer ❑Accessory Building El Single Family with ❑ Deck r ❑Relocation detached garage ❑Office/Commercial ❑Private Sewer ❑Other: (specify) 0 Multiple Family/Condo 0 Warehouse 0 Public 0 Storage 1g Public Water **Any earth movement may require ❑Commercial 0 Other(specify) MCWD review&permits. 0 Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.m i n nehahacreek.orq Estimated Construction Valuation (excluding land) /, 5/at UGO "`-- -- Packet Packet Last Updated: 04/19/2013 Page 22 of 23 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= _ Number of bedrooms= Wood/Frame b.Width (ft.)= J/(o - Number of garage stalls: Masonry Areas in square feet Attached= ❑ Metal ❑ Pole Bldg. c. Basement= . bS$ Detached = ❑ ICF d. 1st Story = y i 300 ❑ On-site Prefab e. 2nd Story= ❑ Off-site Prefab f. 1/2 Story ❑ Other(please specify): g. Total Area= ( Seib REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ 0 Permit Application ❑ ❑ Proposed Building Plans ❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ ❑ Survey(meeting all requirements) ❑ 0 Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation(s) ❑ 0 Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above O 0 Minnehaha Creek Watershed District Permit(s) O 0 Plan Review Fee O 0 Other: 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: t Date: ,2/ /4-( Owner's Signature: Date: Packet Last Updated: 04/19/2013 Page 23 of 23 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: 3(oz1 (),i(- ,S LA-L- S T Description of work: )\-%1✓w {.-J Septic review by: N ` Date Approved: ��[[ Zoning review by: I J Date Approved: 40`b/& P7 IIII Building review by: ,re, i/AA.. Date Approved: - I- Z,D I ' Grading review by: .P0' . Date Approved: / Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: 2+L /AC Width: Lot Cove/rage: tc ''<< SF _% Survey Submitted: es ❑ No Date of Survey: Z ' 11'/1 f Revised date(?): .3,, " , Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side I Defined Height: • I A: Peak Height: -110, L9 FFE: Gt l" FFE minus 6 feet= t,‘, ,:( (Existing Contour) Perimeter(linear feet) = 50% = #of Stories '2— Ok? ` YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: �,0START WITH proposed floor(of the basement or crawl , ]c� space)and the highest point of the roof. START WITH The distance between the top of slab and If you have a... the highest point of the roof. If you have a... • GABLE OR HIPPED ROOF(no • GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF • GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, mansard,etc):No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to i (BASED ON EXISTING basement/crawl space floor and the EXISTING the foundation. ; ) GRADES) highest existing grade adjacent to the GRADES) 111) foundation OR 10 feet(whichever is less). EQUALS Defined building height EQUALS Defined building height L'IILS Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff _ *Yes ❑ No 0 N/A 0 Yes1/ No ❑-' es 0 No -/ - 0 Yes 0 No 0 N/A Permit Number: 'Vt.' -- _..)i_;,,4,. Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover 11,1 Sf I G ._ -, 0 Yes o 0 Yes o L, `-+,, 11 ;_4 Type(s): Type(s): Updated: January 2013 `>L.. 1.1),.::;)((,4 i)(1/..,} 4-2 jo v:\forms\plan review checklist 2013.docx fiov H CI 9 REMARKS (in-house): Fees to be Charged YES NO Permit Plan Review State Surcharge ✓ Investigation Fee SAC-Number of SAC Units PA,„,bo42y Other(specify) Square Footage $per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ �� Si 0, 000 Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site Plumbing ❑ Grading I Filling .,12` Well ❑ Hardcover Removal )2'Mechanical ❑ Fire p Electrical „Cr Footing ❑ Septic ❑ Water Connection .I3 Poured Wall ,17'Fireplace ❑ Sewer Connection Foundation Survey El Masonry 'Lawn Irrigation )7-Radon Rock Bed %Mfg. ,13Framing ❑ Other(specify) %Insulation As-Built Survey Final ❑ Wetland Buffer ❑ Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: El YES ❑ NO New: ❑ YES 0 NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx City of Orono ,--v..N Hardcover Calculation Worksheet :, , ^ Property Address: 3 9_ wC,1/- Z1 S ``' �'�� Prepared by: 5- t. Date: i Stormwater Quality Overlay District Tier: (Circle one) ler 1`_Tier 2 Tier 3 Tier 4 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 toTotal Survey Hardcover Item(Describe) Length x Width S•uare Feet /;9_,..----"-'i I (Example) (Gera.- 24'x 30' 0 S.F. kCCSF BA S Awe' s'2-g s S.F 1,4- c (ioCd /G ! f ! S.F. (n l-.1 D ��''4'1 4f 92 SF �l E IL0 -*f es,- S.F F POs(.- Mat.24— Zr4'3® S.F. II A��\�r K S.F. L S.F N S.F N 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 (rAO1 ' Excludable Hardcover(See City Code Sec 78-1684): S.F. S F. S.F. S.F. S.F. — -- _ (2) Total Excludable Hardcover . f S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] S.F. ` (4) Total Lot Area .ff-z- S.F. Proposed Hardcover Percentage [(3)_(4)] y..#: t k This is an information packet regarding Hardcover. Every effort has been made to insure 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 9of9 City of Orono cv°No Hardcover Calculation Worksheet : ; Property Address: 3 9- cv.6.5/1 -v 5-74 Prepared by: /ZOr• c SiiZltr� / Date: f---,LT /$ Stormwater Quality Overlay District Tier: (Circle one) Tier 1 ier 2 Tier 3 Tier 4 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 Total Survey Hardcover Item(Describe) Length x Width (Square Feet) (Example) (Garage) (24'x30') (720 S.F.) A $! ,S9/9 S F B S{odd S.F. C ct.ocr ' * /e. 1 !1 S.F. D Pit I 6e 9'7 S F. E /L '- G ( grf S.F F PO01. .#04.44- 2'j3 0 S.F. G S.F. H S.F. I S.F. J SF K S.F L S.F M SF N S.F O S.F. P SF o S.F. 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 - ( Z3 Excludable Hardcover(See City Code Sec 78-1684): S.F. S F. S.F. S.F. S.F. (2) Total Excludable Hardcover ,rcf S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] S.F. (4) Total Lot Area 6.2.1 ..9 Z- S.F. Proposed Hardcover Percentage [(3)_(4)] 0; / - % eS114- I r& of e 0ACUJ Zki‘kn This is an information packe garding Hardcover. Every effort has been made to insure 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 9 of 9 I IF •, �^ ORONO Copy Cityof Orono Hardcover Calculation Worksheet \= ti Property Address. , T �y f L ¢i ' S Prepared by: oigDate: Stormwater Quality Overlay District Tier: (Circle one)eier 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 Total Hardcover Item(Describe) Length x Width Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A 9f gr 'V S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G S.F H S.F. S.F J S.F. K S.F L S. M S.F N S.F. O S.F. P S.F Q S.F R S.F. S S.F. S.F U S.F. ✓ S.F. W S.F. X S.F. Y S.F 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)1 S.F. (4) Total Lot Area 2 29.Z S.F. Proposed Hardcover Percentage [(3)r(4)] . (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure 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. RECEIVED Page 8 of 9 MAR 14 2014 CITY OF ORO SATIIRE-IIERGQUIST, INC. VW4,9 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 �LFRs "4. TEL:(952)476-6000 FAX:(952)476-0104 wEB:www.SATHRE.COM March 14,2014 ORONO COPY Christine Mattson Planning Assistant CITY OF ORONO 27050 Kelley Parkway Orono, MN 55356 P:(952)249-4600E:www.ci.orono.mn.us Re: Building Permit Application#2014-00137 364 Westlake Street This letter is in regards to your letter dated February 24, 2014 addressing building permit application number 2014-00137. Item No.4 is noted as follows in that letter. Driveway/Wetland. The survey reflects a proposed driveway. Is the existing driveway being improved,paved or widened or is this a completely new driveway? Clarification is required; Orono City Code requires a 3S foot setback from any wetland for structures or hardcover. The delineated edge of the wetland must be shown on the survey in order to verify setback requirements. We have been informed by LDK builders that they intend on tying into the existing driveway located in the flag portion of the lot. They will be matching on to this driveway on at the easterly side of the flag portion of the lot. They will not hP;--pacting the possible wetland located on the westerly side of the flag portion of the lot. LDK ' hat the existing driveway is currently a class 5 gravel driveway they do wish to TIP,— • 'ace. If you have any question please let me know. Regards, rid \Poi c/td 015 (291 Rory L. Synstelien,P.L.S.-CFedS C\ Professional Licensed Surveyor SAVC5 RECEIVED MAR 14 2014 CITY OF ORONO l Christine Mattson From: Christine Mattson Sent: Thursday, April 03, 2014 11:35 AM To: LDKBuilders@yahoo.com Cc: Rory Synstelien; Mike Shields; Scott Koppendrayer; Melanie Curtis Subject: 364 Westlake St. I#2014-00137 Larry, As you have indicated you plan to change the lower level door opening to 6 feet or less, please have the plans updated to reflect this change and submit two full-size copies for us to review. Also, City Engineer,Jesse Struve has reviewed the survey emailed to us dated 3-28-14. See his comments below. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 ! Crystal Bay ': MN 55323-0066 (mailing address) S 952.249.4620 g 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From: Jesse Struve Sent: Thursday, April 03, 2014 9:31 AM To: Christine Mattson Subject: RE: 364 Westlake St. / #2014-00137 Christine, The survey still needs a couple of small updates or clarifications: 1. The tiered retaining wall by the driveway needs to be separated by 2x the height of the upper wall (8'). This also applies to where the two walls meet. 2. The retaining wall south of the house exceeds 4' in height (4.2') and will need to be designed by a registered professional engineer or the area will need to be lowered by the 0.2'to reduce the wall height. 3. The proposed sanitary sewer route is shown, but based on the invert in the street this line will be consistently about 16' deep. How are they planning on installing this service line(directional drill or open cut). By relocating the service,the applicant will need to post a$5,000 escrow for the required street cut. They will also be required to cover the costs for someone to watch and test their backfilling operations in the street. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us From: Christine Mattson Sent: Wednesday, April 02, 2014 2:51 PM To: Jesse Struve Subject: FW: 364 Westlake St. / #2014-00137 Jesse, Please review the attached updated survey. If this meets w/your approval, I'll request full-size copies. Thank you. From: Rory Synstelien [mailto:rsvnstelien@sathre.com] Sent: Friday, March 28, 2014 2:49 PM To: Christine Mattson; LDKBuilders@)vahoo.com Cc: Melanie Curtis; Lyle Oman Subject: RE: 364 Westlake St. / #2014-00137 All, Attached is the updated certificate per your comments. Please note that I have placed a route for the sanitary sewer line in to places. Option 1 is to route it to the street sown in red on the survey. Larry has informed me that the he may be able to hook up to the cleanouts located on the northerly portion of the property. I Have that shown as an alternate route. If you have any questions please let me know. Thanks, Rory L.Synstelien, PLS—CfedS Land Surveyor SATHRE-BERGQUIST, INC. 150 South Broadway Wayzata,Mn. 55391 Ph: 952-476-6000 Cell:612-802-3222 From: Christine Mattson [mailto:CMattson©ci.orono.mn.us] Sent: Friday, March 28, 2014 11:38 AM To: LDKBuilders@yahoo.com; Rory Synstelien Cc: Melanie Curtis; Lyle Oman Subject: 364 Westlake St. / #2014-00137 Larry, City Engineer,Jesse Struve, has reviewed the survey dated 3-13-14 and has additional comments. See his comments below. 2 In an effort to keep the application moving through the process,the application has been passed to the building official for his review while we wait for an updated survey to be received. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono = MN 55356(physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) tit 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us '1 www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From: Jesse Struve Sent: Tuesday, March 18, 2014 4:49 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20140318 364 West Lake St. #2014-00137 Melanie, I have reviewed the proposed house at 364 West Lake St and have the following concerns: 1. The retaining walls should call out the top of wall (TW) elevation and bottom of wall (BW) elevations. It appears the elevations are abbreviated but this should be confirmed. 2. It appears there are numerous walls that are over 4' in height or the tiered wall exceeds 4' in height and is not separated by 2x the height of the upper wall. Therefore the applicant needs to submit engineered plans and specifications signed by a registered professional engineer for all retaining walls that do not meet height or separation requirements. 3. A swale should be constructed south of the driveway to prevent additional runoff from being directed to the neighboring property. All parts of the driveway should also be directed into this swale. 4. The survey should show how the property is going to connect into the City's sanitary sewer line. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us 3 Christine Mattson From: Christine Mattson Sent: Wednesday, April 02, 2014 11:10 AM To: LDKBuilders@yahoo.com; 'Rory Synstelien' Cc: Melanie Curtis Subject: 364 Westlake Street/2014-00137 Larry, During the review of the building plans we noted a proposed storage access opening shown 7 feet wide which accesses the lower level of the home. Based on the opening width the door is considered a "garage door" and according to the City's hardcover regulations must have driveway hardcover or proof of driveway hardcover included in the hardcover calculations. A driveway does not need to be built, but it does need to be part of the calculation. If you wish to revise the plan to reduce the door width to 6 feet or less the hardcover for a driveway will not need to be provided. Please advise. Sec. 78-1681. - Driveways, in general. All driveways shall comply with the following minimum dimensional standards: (1) Driveways serving end loading garages shall maintain a width equivalent to the width of all overhead doors extending 15 feet out from the garage doors. (2) Driveways serving side loading garages shall provide a minimum turn around or back up depth of 20 feet, as measured from the garage door(s). (3) Minimum driveway taper ratio shall be 2:1. (4) Driveways shall be at least eight feet in width at the street or private road. (5) A turnaround shall be provided for a driveway with direct access to an arterial or collector roadway, or for a side load garage as determined necessary by the city planner. The minimum dimensions of the turnaround shall be eight feet in width by 12 feet in depth. (6) "Wheel strip" driveways are allowed, but the entire width of the driveway (from outside to outside of the strips) will be considered hardcover. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono I MN 55356 (physical address) PO Box 66 Crystal Bay ' MN ' 55323-0066 (mailing address) 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 Christine Mattson From: Rory Synstelien [rsynstelien@sathre.com] Sent: Friday, March 28, 2014 2:49 PM To: Christine Mattson; LDKBuilders@yahoo.com Cc: Melanie Curtis; Lyle Oman Subject: RE: 364 Westlake St. /#2014-00137 Attachments: CERT 5035-092 32814.pdf All, Attached is the updated certificate per your comments. Please note that I have placed a route for the sanitary sewer line in to places.Option 1 is to route it to the street sown in red on the survey. Larry has informed me that the he may be able to hook up to the cleanouts located on the northerly portion of the property. I Have that shown as an alternate route. If you have any questions please let me know. Thanks, Rory L. Synstelien, PLS—CfedS Land Surveyor SATHRE-BERGQUIST, INC. 150 South Broadway Wayzata, Mn. 55391 Ph: 952-476-6000 Cell:612-802-3222 From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Friday, March 28, 2014 11:38 AM To: LDKBuilders@yahoo.com; Rory Synstelien Cc: Melanie Curtis; Lyle Oman Subject: 364 Westlake St. / #2014-00137 Larry, City Engineer,Jesse Struve, has reviewed the survey dated 3-13-14 and has additional comments. See his comments below. In an effort to keep the application moving through the process,the application has been passed to the building official for his review while we wait for an updated survey to be received. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ! MN i 55356 (physical address) PO Box 66 Crystal Bay MN i 55323-0066(mailing address) 11 952.249.4620 g 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us 1 Office Hours: Monday- Friday 8 am to 4:30 pm From: Jesse Struve Sent: Tuesday, March 18, 2014 4:49 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20140318 364 West Lake St. #2014-00137 Melanie, I have reviewed the proposed house at 364 West Lake St and have the following concerns: 1. The retaining walls should call out the top of wall (TW) elevation and bottom of wall (BW) elevations. It appears the elevations are abbreviated but this should be confirmed. 2. It appears there are numerous walls that are over 4' in height or the tiered wall exceeds 4' in height and is not separated by 2x the height of the upper wall. Therefore the applicant needs to submit engineered plans and specifications signed by a registered professional engineer for all retaining walls that do not meet height or separation requirements. 3. A swale should be constructed south of the driveway to prevent additional runoff from being directed to the neighboring property. All parts of the driveway should also be directed into this swale. 4. The survey should show how the property is going to connect into the City's sanitary sewer line. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us 2 Christine Mattson From: Christine Mattson Sent: Friday, March 28, 2014 11:38 AM To: LDKBuilders@yahoo.com; 'rsynstelien@sathre.com' Cc: Melanie Curtis; Lyle Oman Subject: 364 Westlake St. /#2014-00137 Larry, City Engineer,Jesse Struve, has reviewed the survey dated 3-13-14 and has additional comments. See his comments below. In an effort to keep the application moving through the process,the application has been passed to the building official for his review while we wait for an updated survey to be received. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono I MN 55356 (physical address) PO Box 66 Crystal Bay I MN 155323-0066 (mailing address) S' 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From: Jesse Struve Sent: Tuesday, March 18, 2014 4:49 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20140318 364 West Lake St. #2014-00137 Melanie, I have reviewed the proposed house at 364 West Lake St and have the following concerns: 1. The retaining walls should call out the top of wall (TW) elevation and bottom of wall (BW) elevations. It appears the elevations are abbreviated but this should be confirmed. 2. It appears there are numerous walls that are over 4' in height or the tiered wall exceeds 4' in height and is not separated by 2x the height of the upper wall. Therefore the applicant needs to submit engineered plans and specifications signed by a registered professional engineer for all retaining walls that do not meet height or separation requirements. 3. A swale should be constructed south of the driveway to prevent additional runoff from being directed to the neighboring property. All parts of the driveway should also be directed into this swale. 4. The survey should show how the property is going to connect into the City's sanitary sewer line. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us 2 Jesse Struve From: Jesse Struve Sent: Wednesday, February 19, 2014 2:31 PM To: Melanie Curtis Subject: review of 364 west lake survey Melanie, I reviewed the survey for 364 W. Lake St and have the following comments: • There is grading, a patio, and retaining walls being proposed within the 0-75' setback. • The tiered retaining walls on the east side of the house need to be separated by more than 2x the height of the upper wall. This is to be measured from the face of the upper wall to the back of the lower wall. • The retaining wall west of the driveway needs to show top and bottom elevations. • Are they going to replace the existing stairs to the lake? If so, it should be called out on the survey and described what they are replacing it with. Typically with a new house construction, the existing stairs are also replaced to match the new house. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax i�/� www.ci.orono.mn.us 2-&f��4-4�"L 1P--1 4 ictvorao& _ ewtkae- .- kr1r(I1L ..cL __:fix POo who t . . Or/QOM � al c tAc41 S ani{ gjp0 _ _991_ 4( ` .C� Jesse Struve From: Jesse Struve Sent: Tuesday, March 18, 2014 4:49 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20140318 364 West Lake St. #2014-00137 Melanie, I have reviewed the proposed house at 364 West Lake St and have the following concerns: 1. The retaining walls should call out the top of wall (TW) elevation and bottom of wall (BW) elevations. It appears the elevations are abbreviated but this should be confirmed. 2. It appears there are numerous walls that are over 4' in height or the tiered wall exceeds 4' in height and is not separated by 2x the height of the upper wall. Therefore the applicant needs to submit engineered plans and specifications signed by a registered professional engineer for all retaining walls that do not meet height or separation requirements. 3. A swale should be constructed south of the driveway to prevent additional runoff from being directed to the neighboring property. All parts of the driveway should also be directed into this swale. 4. The survey should show how the property is going to connect into the City's sanitary sewer line. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us 1 Christine Mattson From: Christine Mattson Sent: Monday, February 24, 2014 4:11 PM To: LDKBuilders@yahoo.com Cc: 'mike_shields@identisys.com'; 'astrigal@yahoo.com'; Melanie Curtis; Lyle Oman Subject: 364 Westlake Street/ Permit#2014-00137 Attachments: reso no 4266.pdf; letter.pdf; Survey Requirements -2014.pdf; Swimming Pools and Hot Tubs Jan 2014.pdf; Escrow Agreement- Building Permit w Erosion Control 2014-00137.pdf; Hardcover Information Packet-2014.pdf Larry, Attached is a copy of the letter and attachments being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono i MN 55356 (physical address) PO Box 66 I Crystal Bay MN 55323-0066 (mailing address) `A 952.249.4620 952.249.4616 cmattson@ci.orono.mn.us ® www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm „DAT. CITY OF ORONO Street Address: Mailing Address: Telephohe(952)249-4600 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us KESHO�cc February 24,2014 Larry Kuperus LDK Builders, Inc. 8242 125th Avenue Milaca, MN 56553 Re: Building Permit Application#2014-00137 364 Westlake Street Background Information: Contained within the City's Street File for the 364 Westlake Street property is a Resolution adopted in 1999. Via Resolution No.4266 (enclosed)the City of Orono granted Lot of Record status(regarding the lot area and lot width) and a perpetual average lakeshore setback variance to the property for residential development purposes. This resolution also set limitations for hardcover (9,616 square feet) and coverage by structures (i.e. massing) at 9,567 square feet. However since 1999 the City has revised hardcover regulations to permit lakeshore properties to be allowed 25% of the gross lot area to be covered in hardcover or 15,560 square feet; the structural coverage limitations have not changed. On February 18, 2014 the City received a building permit application for a new principal structure and an in-ground pool. We have determined your application to be incomplete.The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards(enclosed), including but not limited to: a. The submitted survey dated February 17, 2014 is printed to reflect a 1-inch equals 20-foot scale; however the scale provided does not match. Please correct this. b. Please clarify existing and proposed contours and identify first floor elevation (FFE). For building height/number of stories determination please identify the contour resulting from subtracting 6 feet from the proposed FFE. c. The survey must show top and bottom elevations for all landscape and/or retaining walls. Enclosed is the City's information on Landscape and Retaining Walls. Additionally, according to the City's Engineer, the tiered retaining walls shown on the east side of the house need to be separated by more than 2x the height of the upper wall or an engineered plan is required. This is to be measured from the face of the upper wall to the back of the lower wall. d. Please clarify the proposed dock location. 2. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Hardcover calculations are shown on the submitted survey. Please have the surveyor prepare proposed hardcover calculations using the City's hardcover calculation sheets (enclosed). Enclosed is a copy of the City's hardcover information packet. r, February 24,2014 364 Westlake Street Page 2 of 2 3. Pool and Pool Deck. Enclosed is the City's information packet on Pools and Hot Tubs. a. The proposed plan reflects a proposed pool deck, retaining walls and grading within 75 feet of the 929.4' Ordinary High Water Level (OHWL). Hardcover is not permitted within 75 feet of the OHWL. Grading activities which exceed 10 cubic yards (of disturbance) within 75 feet of the OHWL require approval of a separate Conditional Use Permit (CUP). Please revise the plan to reflect compliance with the 75-foot setback restrictions. b. Currently the pool and deck on the proposed home are only shown to be separated by 3-feet. The City requires a 10-foot separation between structures (i.e. home or deck). Please revise. 4. Driveway/Wetland. The survey reflects a proposed driveway. Is the existing driveway being improved, paved or widened or is this a completely new driveway? Clarification is required; Orono City Code requires a 35-foot setback from any wetland for structures or hardcover. The delineated edge of the wetland must be shown on the survey in order to verify setback requirements. ❑ Level 1 Delineation is required. Level 2 Delineation is required. A Level 1 delineation may be depicted via a map A evel 2 delineation shall include the exact surveyed and/or aerial photo overlay onto the certificate boundary of the wetland shown on the certificate of of survey. survey. Please note, any changes to the made to the driveway through the wetland may also require further evaluation by the Minnehaha Creek Watershed District(MCWD). 5. Escrow& Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater.The required escrow amount for this project is $2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. Finally,your project may trigger the MCWD's permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO CiA vottr Christine Mattson Planning Assistant c Larry Kuperus via email at Idkbuilders@yahoo.com Michael Shields via email at mike shields@identisys.com Bruce Lehrer via email at astrigal@yahoo.com Lyle Oman, Building Official enclosures aRLi,.. .NUC4 •.....„ . .......,.... _ ----.77____-- ,_____.- ________BY.14.10.034.70A33741.6_101,-•441..•#-4-'"'— •99LL-See e9L 9,9i/99.141 ,.-4-1,0Ns .—..—---.4.-- ID ID311HDZIV * 21321H31 -""N- 'ON lifeS! .---- ,1"- ...---...---...—..—...—.--.-.—.N, 1 . g „ 1 «14 i:i 1 --,.7•1 i;rF I. ' 'it s,1 , , o' ',.1 1 ?. ..-- """"" Z r * — , w4,.,::4'i.4.-.--- '''.' s' 7 - ' a .-- - „--- i I ...J 1 I I;:i ..•14. . ' !' -r"" L 11131 1 1111 o,',1 .. .,11, : %, 4...,_ .., r.„. .......„. , ..: . - - . , LL. Vmon a. ""----; ' 1 , 1 .?). n ..... i *1 ..,.....•.,,.z ,,e ; , .:.:',', ,* _1„„, ,. f,) ; •,1:-.7., f :i ,.......... 41. . 1..._ __ -:,. I .. - 1 - ..; .: :4 '' i•88 A!! T , .11 .. 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Y 4 _. 1 € hi— i i ,;'' "wy °[`1,4y;,3 j !' cg, 1 i i t x r AT I. y v Y i —r4.4. _t t _ -.5.g-4-4 i/ ._._.. �_.....r.ur.�.. .wo-w�✓e�s•✓..✓sv.r..,.r. ,-,+,�r.r...ru�wr�r✓✓- .:a., wwn�s..a•t ,.. SHIELDSA 12-19-13 KeyBeais 364 West Lake St. 11:58am KtyBeem®4.600d Orono, Mn k,nBeaniH, nc 4.6026 Materials Database 1421 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 42 PLF Deflection Criteria: U240 live, L/180 total Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End WIdth Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 4' 6.00" 4' 0.00" 40 17 Snow 4 6 0 460 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 545# -- 2 4' 6.000" Wall N/A N/A 1.500" 545# Maximum Load Case Reactions Used for applying point leads Wilms lords)to ceasing members Snow Dead 1 372# 173# 2 372# 173# Design spans 4' 7.750" 1` Product: 1-3/4 x 7-1/4 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 633.'# 10075,'# ,6% 2.25' Total Load D+S Shear 403.# 5544.4 7% -0.06' Total Load 0+8 TL Deflection 0.0111" 0.3097" L1999+ 2.25' Total Load 13+5 LL Deflection 0.00750 0.2323" L/999+ 2.25' Total Load S Control: Sheer DOLS: Live=100% Snow=115% Roof=125% Wind=160% All ppduot names era trademarks of their respective owners LISA DEARI-TAMER WEEKES FOREST PRODUCTS\ Copydght(C)2013 by Simpson Stang-Tie Company Ins ALL RIGHTS RESERVED 2600 COMO AVE "'possrng 0 Wised as wean the member,Moor Joist,beam or gimlet shown on this drawing mats applicable design cdlede for Loads,Loading Conditions,end Spans listed on this sheet 7,rp doelgn must be rawownd lye qualified designer or design professional a required foreppmes!This design assumes product Installation according to the manufacturers specification.ST PAUL,MN 55108 ' SHIELDS B 12-19-I3 KeyBea m 12:10pm I of 1 KeyBeam®4.600d !. kmBeamEngme 4.6026 '... Materials Database 1421 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 42 PLF Deflection Criteria: U240 live, UI80 total Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: KYB7 Other Loads Type Trtb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 8' 0.00" 4' 0.00" 40 17 Snow T e / 8 0 0 0 m 8 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 96310 -- 2 8' 0.000" Wall N/A N/A 1.500" 963# -- Maximum Load Case Reactions Deed for epplying point bods(online loads)to carrying members Snow Dead 1 652# 311# 2 652# 311# Design spans 8' 1.750" Product: 1-3/4 x 9-1/4 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1961,W 15620.7$ 12% 4' Total Load D+S Shear 781,# 7074.# 11% 7.67' Total Load D+S TL Deflection 0.0507" 0.5431" L/999+ 4' Total Load D+S LL Deflection 0.0343" 0.4073" L/999+ 4' Total Load S Control: Positive Moment DOLs: LIve=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their nspeobve owners LISA DEARHAM E R WEEKES FOREST PRODUCTS\ CopynigM(C)2013 by Simpson Seung-Tia Company Inc ALL RIGHTS RESERVED 2600 COMO AVE "Passing is defined as when the member,Soorkoiat,beam orgbder shown on tide drawing meals applicable design alone for Loads,Loading Conditions,and Spans listed on We sheet The design meal be reviewed bye Qualified designer or design profeealonal as moaned for approval.This design amide's,product irutallegon accosting to the n"nufactumee specifications.ST PAUL,MN 55108 SHIELDS C 12-19-13 ey Heb 12:11pm loft Ks7rrlcamla a.OX tontletanDigato 4 aft Mmetula Database 1411 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 42 PLF Deflection Criteria: U240 live, L/180 total Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 4' 6.00" 4' 0.00" 40 17 Snow �.- T Ar 4 6 0 4 6 O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 545# -- 2 4' 6.000" Wall N/A N/A 1.500" 545# — Maximum Load Case Reactions Used for applying point loads(or line bade)to carrying members Snow Dead 1 372# 173# 2 372# 173# I Design spans 4' 7.750" Product: 1-3/4 x 7-1/4 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 633.7# 10075.7# 6% 2.25' Total Load D+S Shear 403.# 5544.# 7% -0.06' Total Load D+S TL Deflection 0.0111" 0.3097" L/999+ 2.25' Total Load D+S LL Deflection 0.0075" 0.2323" L/999+ 2.25' Total Load S Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wlnd=160% All product nomes are trademarks of[heir reepeclive owners LISA DEARHAMER Cop.ight(C(2013 bySimpeon Strong-Tie Company Inc ALL RIGHTS RESERVED WEEKES FOREST PRODUCTS\ "Perrone is dehnsd As s4tse des member,floorjolet,beam or girder shown on this drawing meats applicable design cisterns for Loads,Loading Conditions,and Spans listed on this sheet 2600 COMO AVE The Gsrgn arthrt ho weeniest*tya qualified designer ordesten probaslonal as maned for approval Thor deelgn 83surnos product installation accenting to the menufaclurers specifications ST PAUL,MN 55108 SHIELDS D 12-19-13 KeyBeam 12:13pm 1 of 1 KeyBeame 4.600d lcmBeamEagiae 4.6026 Matent Database 1421 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 42 PLF Deflection Criteria: U240 live, L/180 total Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 10.8 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 19' 0.00" 40 17 Snow 'Ner7 T / t 900 900 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.681" 5002# -- 2 9' 0.000" Wall N/A N/A 1.681" 5002# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to un)Ing members Snow Dead 1 3475# 1526# 2 3475# 1526# Design spans 9' 1.750" Product: 1-3/4 x 11-7/8 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.68"bearing required at bearing#1 Minimum 1.68"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11437,'# 24489.'1 46% 4.5' Total Load D+S Shear 3919.# 9081.# 43% -0.06' Total Load D+S TL Deflection 0.1763" 0.6097" L/622 4.5' Total Load O+S LL Deflection 0.1225" 0,4573" L/896 4.5' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% All p educt names as vedemarks of their respective owners LISA DEARHAMER WEEKES FOREST PRODUCTS\ Copydght(C)2013 by Simpson Strong Tie Company Inc.AIL RIGHTS RESERVED 2600 COMO AVE '•Peaoing is defined as sten the member,floor-plat,basin or glide(shown on this Brewing meats applicable design cdteda for Loads,Loading Conditions,and Spens baled origin sheet The design must be"viewed bye qualified designer or design professional as squired for approval This design assumes product installation according to the manufacturers epacigeations_ST PAUL,MN 55108 SHIELDS E 12-19-13 KeyBeans 12:13pm 1 of 1 KeyBeam®4.6001 lonBeamEngme 4.6026 Materials Database 1421 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 42 PLF Deflection Criteria: U240 live, L/180 total Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 10.8 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 3' 0.00" 40 17 Snow t I a 9 0 0 9 9 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 831# 2 9' 0.000" Wall WA N/A 1.500" 831# Maximum Load Case Reactions Used for appl4ng point leads(or line loads)to canting members Snow Dead 1 549# 2834 2 549# 283# Design spans 9' 1.750" Product: 1-3/4 x 11-7/8 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1901.'# 24489.# 7% 4.5' Total Load 0+3 Shear 651.# 9081.# 7% 8.16' Total Load 0+3 TL Deflection 0.0293" 0.6097" L/999+ 4.5' Total Load D+S LL Deflection 0.0193" 0.4573" L/999+ 4.5' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product nemea are trademarks of their respective owners LISA DEARI-IAMER Copyright(C)2013 bySImpeon Slmng-Tia Companytnc.ALI.RIGHTS RESERVED WE EKES FOREST PRODUCTS\ '.Passing I.defined es when the member,floor jowl,beam orghdeq shown on this drawing meets applicable design criteria for Loads,Loading Conditions,end Spare.Bated on this sheet 2600 COMO AVE The design must be reviewed bya qualified designerordeelgn piolaaelonal as requlred for approval Thie design assumes product installation according to the manufacturers apecHialione ST PAUL,MN 55108 SHIELDS F 12-I9-13 _eyia 12:15pm of I ffeyratam4.6tl3d WAAComEa jnE.9:6O2G Matettab Database 1421 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L1240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 6' 0.00" 8' 0.00" 40 17 Snow Additional Uniform(PLF) Top 0' 0.00" 6' 0.00" 0 100 Live Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 1' 0.00" 40 15 Live _y P,vzikA...' � � � � amu, i�i, "+� T 6 0 0 6 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1781# - 2 6' 0.000" Wall N/A WA 1.500" 1781# Maximum Load Case Reactions Used forapplying point loads(or lino loads)to carrying members Live Snow Dead 1 123# 983# 798# 2 123# 983# 798# Design spans 6' 1.750" Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2737.'# 16388.'# 16% 3' Total Load D+S Shear 1322.# 7265.# 18% 5.46' Total Load 13+5 TL Deflection 0.0372" 0.3073" L/999+ 3' Total Load D+S LL Deflection 0,0205" 0,2049" L/999+ 3' Total Load S Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product name.ere trademarks of theirreapesgva owners LISA DEARHAMER WEEKES FOREST PRODUCTS\ CopwIghl(C)2013 bySimpson Strong-Tia Company Inc ALL RIGHTS RESERVED 2600 COMO AVE "Peaaing in defined as when the member,IIoorjoisl,beam orginiel shown on thin drawing meets applicable design cdtade for Loads,Loading Condition.,and Spens listed on this sheer The design meal be reviewed bye qualified designer or design prefeastonel as required for decimal Thle design assumes product installation attending to the manulectuwre specifications ST PAUL,MN 55108 SHIELDS G 12-19-13 KeyBeans 12:1 of 1 pm KeyBeam®4.600d I®Beamfngme4.6026 Materials Database 1421 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L1240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 7' 0.00" 0 100 Live Additional Uniform(PSF) Top 0' 0.00" 7' 0.00" 16' 0.00" 40 15 Live T I / 7 0 0 7 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3729# -- 2 7' 0.000" Wall N/A N/A 1.500" 3729# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to oeerng nwmoeth Live Dead 1 2430# 1299# 2 2430# 129911 Design spans 7' 1.750" Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6661.'# 14251.'# 46% 3.5' Total Load D+L Shear 2903.# 6318.# 45% -0.06' Total Load D+L TL Deflection 0.1224" 0.3573" 11700 3.5' Total Load 0+1.. LL Deflection 0.0798" 0.2382" L/999+ 3.5' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of Mei rrespectve owners LISA DEARHAMER WEEKES FOREST PRODUCTS\ Copood(c)2013 bySimpeon Strong-Tie Company I no.ALL RIGHTS RESERVED. 2600 COMO AVE ...Ceasing Is defined es when the member,lloorjolal,been/or girds)shown on this drawing meets applicable design criteria forLoeda,Loading Conditions,end Spens listed on this sheel. The design must be reviewed bye wedded designerordeaign professional es required for approval.This design assumes product installallon according to Ilse menufecturer's apeeifieagons ST PAUL,MN 55108 t ` SHIELDS H 12-19-13 KeyBeaA 12:16pm l of l KcyBcamai44.mat lanBeamFngme46026 Matc ials Deebase 1421 4 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" T 0.00" 0 100 Live Additional Uniform(PSF) Top 0' 0.00" 7' 0.00" 11' 0.00" 40 15 Live QAy T .. /dr% 700 (� ® sir / ! 700 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2746# -- 2 7' 0:000" Wall N/A N/A 1.500" 2746# -- Maximum Load Case Reactions Used for applying point loads(or line loede)to denying members Live Dead 1 1715# 1031# 2 1715# 1031# Design spans 7' 1.750" Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4906.' 14251.'# 34% 3.5' Total Load D+L Shear 2138.# 6318# 33% -0.06' Total Load D+L TL Deflection 0.0902" 0.3573" L/951 3.5' Total Load D+L LL Deflection 0.0563" 0.2382" L/999+ 3.5' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=1B0% All product names ere trademarks of their,eegeclive owners LISA DEARHAM E R cepydgnt(C)2013 bysimpson Sbong-Tle Companylnc.AL.RIGHTS RESERVED. WEEKES FOREST PRODUCTS\ "Passing le defined se when the member,f oorjeist,beam or girds(shown on this drawing meets applicable design cdtene for Load*,Loading Conditions,and Spans gated on this sheet 2600 COMO AVE The design must be reviewed bye qualified designerordeaign pmkseional as required fbreppmeei This design assumes product installation according to the menufecturars specifiadons.ST PAUL,MN 55108 SHIELDS[ 12-19-13 KeyBeaus 12:11'pm KeyBeam®4.600d 1unBeamreigine 4.6026 Materials Database 1421 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 6' 0.00" 0 100 Live Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 7' 6.00" 40 15 Live Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 27' 0.00" 40 17 Snow ;4397i4,- ,<. a T T / 1 6 0 0 t/ / 6 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.834" 5455# -- 2 6' 0.000" Wall N/A WA 1.834" 5455# -- Maximum Load Case Reactions Used foreppiying point loads(or line loads)to earryfng members Live Snow Dead 1 1045# 3319# 2136# 2 1045# 3319# 2136# Design spans 6' 1.750" Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.83"bearing required at bearing#1 Minimum 1.83"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8381.'# 16388.'# 51% 3' Total Load D+S Shear 4049.# 7265.# 55% 5.46' Total Load D+S TL Deflection 0.1139" 0.3073" L1647 3' Total Load O+S LL Deflection 0.0693" 02049" L1999+ 3' Total Load S Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% AH product names ere trademarks of!heir'Impactive owners L ISA DEARHAMER WEEKES FOREST PRODUCTS\ Copyright(C)2013 tryeimpean strong-ne compenyino ALL RIGHTS RESERVED. 2800 COMO AVE •'Passing Is defined as when the member,floor foist,beam orgiafe5 shown on this drawing meets applicable design cdtede for Loads,Loading Conditions,end Spans bated on this sheet The design must be reviewed bye qualified deaignerordesign professional as required for approval This design a eurree product Installation according to the manufacturer,specifications ST PAUL,MN 55108 SHIELDS! 12-19-13 KeyBeaux 12:19pm IofI Keyaeama 4.600d kiuBe mEngine 4,6026 Materials Database 1421 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 7' 0.00" 11' 0.00" 40 17 Snow I I j 7 0 0 5 0 7 0 0 1 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2325# -- 1 2 7' 0.000" Wall N/A N/A 1.500" 2325# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to ca,"g mombera Live Snow Dead 1 143# 1572# 752# 2 143# 1572# 752# Design spans 7' 1.750° Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 41531 163881 25% 3.5' Total Load D+S Shear 1809.# 7265.# 24% 6.36' Total Load D+S TL Deflection 0.0763" 0.3573" L/9g3+ 3.5' Total Load D+S LL Deflection 0.0516" 0.2382" L/999+ 3.5' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115%a Roof=125% Wind=160% An product names ere tndemanca of their respective owners LISA DEARHAMER WEEKES FOREST PRODUCTS\ Copyright(C)2013 by Simpson Stung-Re Companylno ALL RIGHTS RESERVED 2600 COMO AVE "Pas.ing Is defined es when the member,goorjolai,beam or girds(shown on this drawing moets appllcabl•dealgn coterie for Load.,Loading Conditions,end Spans listed on this sherd The design must be unflawed bye qualified designer or design profenalonal so required for approvel.This dealgn assumes product installation according to the manufacturers epaelfieegona.ST PAUL,MN 55108 ,' , SHIELDS K 12-19-13 Key Beam 12:20pm Loft Kcyr9Cdrrox 4,693d arrBeam r-r 4.6026 Mtttertals i>abtbaso 9421 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 13' 0.00" 40 17 Snow , -, ,s'r/i,-1-77 p 600 0l 600 Bearings and Reactions input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 04 0.000" Wail N/A N/A 1.500" 2350# — 2 6' 0.000" Wall N/A N/A 1.500" 2350# -- Maximum Load Case Reactions Deed for eppINng point loads Wane loads)to canting,emboss. Live Snow Dead 1 123# 1508# 752# 2 123# 1598# 752# Design spans 6' 1.750" Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3610.1t 16388.' 22% 3' Total Load D+S Shear 1744.# 7265.0 24% 5.46' Total Load D+S TL Deflection 0.0491" 0.3073" L/999+ 3' Total Load 0+S LL Deflection 0:0334" 0.2049" L/999+ 3' Total Load S Control Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respeetive owners LISA DEARHAMER WEEKES FOREST PRODUCTS\ Copyright(C)2013 by Simpson Strong-71a Co,penylnc.ALL RIGHTS RESERVED 2600 COMO AVE **Passing is defined es when the member,Roar Jong,beam orgirdo;shown on this drawing meets epplieebie design toted"forLoads,Loading Conditions,end Spans listed on this sheet The design must be ravlewed by.qualified deaignerordesign professional as oqulrad torappnvel This design assumes product installation according to the menufeoturare specifications ST PAUL,MN 55108 SHIELDS L 12-19-13 KeyBeam 12:21pm 1 of 1 ICnyBeam40 4.6006 kmBeamEngiue 4.6026 Materials Database 1421 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing; (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 4' 1.50" 15' 0.00" 40 15 Live I 4 1 8 4 1 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N1A 1.500" 1898# 2 4' 1.500" Wall N/A N/A 1.500" 1898# -- Maximum Load Case Reactions Used forapplying point loads(or line loede)to caning wwrnbem Live Dead 1 1367# 531# 2 1367# 531# Design spans 4' 3.250" Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2026.'# 14251.1/ 14% 2.06' Total Load D+L Shear 1194.# 6318.# 18% -0.06' Total Load D+L TL Deflection 0.0133" 0.2135" 1.1999+ 2.06' Total Load D+L LL Deflection 0.0096" 0.1424" 1.1999+ 2.06' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names aie Iredemarke of their respective Dona LISA DEARHAMER copyrigm(c)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS raesertveo. WEEKES FOREST PRODUCTS\ **Pluming is defined as when the member,floor OM,beam weirder shown on this drawing meets applicable design onteda for loads,Loading Conditions,end Spans hated on this sheet. 260D COMO AVE The design must be reviewed by.qualified deeignerordesign professions!.required for approval This design assume product installation according la the manufacturer apecificsgons ST PAUL,MN 55108 ,• • 00#44• JL White Company Incorporated Jordan Mn,0 952-492-7747 F 952-492-7788 6eamChek v2.4 licensed to:jlwhitecoinc Reg#2306-64395 Date: 12/31/13 Selection I—W 12x 30 36 ksl Wide Flange Steel Lateral Support at Lc=6.9 ft max. Conditions Actual Size is 6-1/2 x 12-3/8 in., Min Bearing Length R1=0.9 in. R2=0.9 in, Data Beam Span 21.0 ft Beam Wt per ft 30.0# Reaction 1 TL 8715# Reaction 2 TL 8715# 8m Wt included 630# Maximum V 8715# Max Moment 45754'# Max V(Reduced) N/A TL Max Deft L/240 TL Actual Defl L/480 Attributes Section+din3) Shear(in=) TL Deft(in) Actual 38.60 3.21 0.53 Critical 23.11 0.61 1.05 Status OK OK OK Ratio 3 60% 19% 50% Fb(psi) Fv(psi) E(psi x mit) Values i Base Value Fy 36000 38000 29.0 Base Adjusted 23760 14400 29.0.._...� __... . Adjustments YP Factor,Lc 0.66 0.40 Loads Uniform TL:800 =A Uniform Load A A R1l z; =8715 R28\715 SPAN=21 FT Uniform and partial uniform loads are lbs per lineal ft. 1 • JL White Company Incorporated Jordan Mn,O 952-492-7747 F 952-492-7788 BeamChek v2.4 licensed to:jlwhitecoinc Reg!t 2308-84395 Date: 12/31/13 Selection I W 8x 21 36 Icsi Wide Flange Steel Lateral Support at Lc=5.6 ft max. 1 Conditions Actual Size is 5-1/4 x 8-1/4 in., Min Bearing Length R1=0.8 in. R2=0.8 in. Data Beam Span 11.0 ft Beam Wt per ft 21.0# Reaction 1 TL 4473# Reaction 2 TL 4473# Bm Wt Included 231 # Maximum V 4473# Max Moment 24284'# Max V(Reduced) N/A TL Max Defl L 240 TL Actual Defl L/546 AttrOutes Section(in3) Shear(ins) TL Actual 18.20 2.07 0.24 Critical 12.26 0.31 0.55 Status i OK OK OK Ratio 67% 15% 44% Fb(psi) Fv(psi) E(psi x mil) Values I Base Value Fy 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adjustments YP Factor,Lc 0.66 0.40 At Point Loads:Provide these minimum bearing lengths in inches or provide web stiffeners. B=0.8 • Point TL Distance $=8715 5.5 Pt loads: I�1 R1 =4473 R2=4473 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft 2014 Standardized Concrete Foundation Drawings SCOPE OF WORK: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints, and all other non- structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2014. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 -Scope, Index, and Certification S2 - General Notes S3 -Step Footing Detail S4 - Frost Wall Detail S5 - Lookout Wall Detail S6 - Full Height Wall Detail MATERIALS: Reinforcing Steel: Grade 40 (40 ksi)for#4 and smaller bars Grade 60 (60 ksi)for#5 bars and larger Rebar Substitution Notes: 1. Two#4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6, #5's may be used in lieu of#6's at two-thirds of the noted spacing. Concrete: Minimum 28 day compressive strength of 3000 psi Mix design is to be prepared by the concrete supplier to meet the project's requirements Backfill Soil: Sand - 30 psf/ft effective lateral pressure Sandy Clay(SC) -45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification,or report SITE ADDRESS: was prepared by me or under my direct supervision and that I am a duly licensed professional engineer Street: 364 W Lake St under the laws of the state of Minnesota. City: Orono State: MN Zip: Craig Oswell, PE(MN#42341) 1/1/2014 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 .:.r , Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Description: Scope of Work, Index,and Certification Phone: 612-720-4639 a ' Project# 13.100 Fax: 612-886-2966 Client Name: Abfalter Brothers Concrete LLC www.oswellec.com r.a Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S1 of S6oNfitr:Io... ,'; GENERAL NOTES: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall. 3. Bar laps when required are to be at least 48 bar diameters. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided. 6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. Sill plates are not to overhang face of wall without further review. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R319.3 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. 14. Maximum inside window well dimension is 72". Well walls are to be at least 8"thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others. COLD WEATHER GUIDELINES: The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground ,snow, or ice. 6. Preheating of rebar is not required, however it is to be free of frost, snow, and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Description: General Notes Phone: 612-720-4639 Project# 13.100 Fax: 612-886-2966 r, Client Name: Abfalter Brothers Concrete LLC www.oswellec.corn Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 .,,,' t ,0+,4r 1/1/2014 Adjacent steps are to be placed no closer to either side of the beam section than twice the 6'-0"maximum step height of the largest step (beam section) Optional control joint each end of beam section by others (2)bundled#4 horizontal bars top '..f<4. - . �...---- &bottom w/3"min clearance • I x , A extended at least 24" minimum , �r Maximum applied actual' " ' beyond each end of beam section * i, (bar length = step height+4') .•- load •=4000 plf uniform � E ,F ��' ' or 12,000 pound a I concentrated I `� '�1 6"minimum thick cast-in-place ,' `,1 c. v concrete foundation wall I HIGH FOOTING i a �/ '4; / ' � / High footing should be placed at / 1-to-1 (45 degree)line, if high LOW FOOTING /// footing is closer to step than this / line, place beam section rebar as / if it was at this line as shown FOOTING STEP DETAIL Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 '^:4 `+'�i�-ik:.:; Wall framing by others III:late by others w/1/2"diameter iiiir<:_____ or bolts w/7"minimum embed ndard washers @ 72"o.c. max uivalent metal strap anchors Optional slab ledge, maximum stem height is 12"w/width to match sill plate e to be at least 6"below top of ffilit 71P1r (1)#4 continuous horizontal bar w/in 18"of top of wall 6"minimum thick cast-in-place concrete wall #4 x 2'-0"long dowels @ 72"o.c. max w/5" minimum embed 8"minimum thick unreinforced concrete strip footing, required width to be determined per Code by others, provide frost protection per Code WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#2018 f. Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Description: Frost Wall Detail(NOT TO SCALE) Phone: 612-7204639 ° s 1 Project# 13.100 Fax: 612-886-2966 Fi:i 1-44. Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S4 of S6 , ! 1/1/2014 Wall framing by others Sill plate by others w/1/2"diameter anchor bolts w/7"minimum embed &standard washers @ 72"o.c. max or equivalent metal strap anchors Grade to be at least 6"below top of wall —A--____ —. pr K (1)#4 continuous horizontal bar w/in 18"of top of wall E6" minimum thick cast-in-place concrete wall N Cv) #4 x 2'-0"long centered dowels w/5"minimum embed wet set or Footing elevation may vary below epoxy grouted in place slab, provide frost protection per 6"wall spacing: Code 32"o.c. max for sand&24"o.c. v 8"thick x 18"wide minimum max for SC&clay unreinforced concrete strip footing L7 8"+wall spacing: (16"wide minimum for maximum 48"o.c. max for sand,42"o.c. unbalanced grade of 2'-6"or less), max for SC, &36"o.c. max for larger footing width may be required clay for specific soil bearing conditions to be determined per Code by others LOOKOUT WALL DETAIL Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 • "'. `°.,;; Wood floor&wall framing by others Connection of floor members to sill plate to be per Code by others 2x6 minimum sill plate w/ 1/2"diameter anchor bolts w/7"minimum embed&2" wide x 1/8"thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of A both wall and sill plate is to be 2.5")(see table below for spacing) ,; Grade to be at least 6 below top of wall Exterior top of wall may have a brick ledge RIVAN1 ,; provided the stem wall formed is at least 6" thick&no more than 16" high t : # Continuous#4 horizontal bars, provide at m4" least(2)@ 8'-0"clear, (3)@ 9'-0"clear, & (4)© 10'-0"clear,At contractor's option: if)i The lowest wall horizontal bar may be omitted if(2)#4 continuous horizontal bars are placed in the footing Cast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing #4 x 2'-0"long dowels @ 72"o.c. max w/ 5"minimum embed Y 8" minimum thick unreinforced concrete Az strip footing, required width to be determined per Code by others, elevation below slab may vary BASEMENT WALL DETAIL Clear Height and Soil Type Table Notes: Wall 8'or Less I 9' 10' (1)= Unreinforced if concrete is 4000 psi or if Thickness Sandi SC l Clay I Sand I SC I Clayl Sandi SC I Clay clear height is 4" less Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if 8" NA NA 36"(1) NA 36"(2) 36" 36"(1) 36" 24" clear height is 4" less 10" NA NA NA NA NA 36"(1) NA 36"(1) 36" Allowed alternate anchors are: 12" NA NA NA NA NA NA NA NA NA MAB/ST, MASA/FA3, FWAZ, or 1/2"diameter Sill Anchor Spacing expansion bolts w/6"min embed(install in Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" accordance with the manufacturer's Alternate 48" 24" 18" 136" 18" 12" 1 24" 12" 8" recommendations) Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 t"R Description: Full Height Wall Detail(NOT TO SCALE) Phone: 612-720-4639 Project# 13.100 Fax: 612-886-2966 . Client Name: Abfalter Brothers Concrete LLC www.oswellec.com �.. ,4011 Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S6 of S6iris;414 :. , 1/1/2014 2014 Standardized Top of Foundation Wall Support Drawings SCOPE OF WORK: These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2014. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 -Scope, Index, and Certification S2 -General Notes S3 - Standard Bearing Wall Detail S4 - Standard Non-Bearing Wall Joist Blocking Detail S5 - Bottom Chord Bearing Truss Non-Bearing Wall Detail S6 -Top Chord Bearing Truss Non-Bearing Wall Detail MATERIALS: Concrete: Minimum 28 day compressive strength (F'c)of 3000 psi Masonry: Minimum 28 day prism strength (F'm)of 1500 psi Backfill Soil: Sand -30 psf/ft effective lateral pressure Sandy Clay-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification,or report SITE ADDRESS: was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Street: City: - ` State: MN Zip: Craig Oswell, PE(MN#42341) 1/1/2014 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 x - . . Wa, Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis, MN 55413 !}+' y Description: Scope of Work, Index, and Certification Phone: 612-720-4639 "'*•" _ Project# 13.100 Fax: 612-886-2966 ' Client Name: Abfalter Brothers Concrete LLC www.oswellec.com *° Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S1 of S6 „s,4,44.; ! ';y GENERAL NOTES: 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place. 2. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale. 3. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. 4. Sill plates may overhang the foundation wall a maximum of 1.5" provided all noted clearances are met. 5. Use of multiple sill plates is not allowed unless specifically noted. 6. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R319.3, exception 1. 7. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 8. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations. 9. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. 10. This packet applies to traditional floor joists, I-joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. Sill plates are not to overhang wall the face of the wall without further review. 11. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor. 12. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2"diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor. Alternative to IRC Table R404.1(2) CLEAR SOIL TYPE HEIGHT(Top BACKFILL SAND SANDY CLAY CLAY of Slab to To HEIGHT P ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE of Wall) ABOVE SLAB BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR* 7'-6" 72" 48" 72" 24" 48" 16" 8'-0" or less 6'-6" 72" 72" 72" 48" 72" 32" 5'-6"or less 72" 72" 72" 72" 72" 72" 8'-6" 72" 36" 48" 16" 32" 8" 9'-0" 7'-6" 72" 64" 72" 32" 56" 16" 6'-6"or less 72" 72" 72" 64" 72" 32" 9'-6" 64" 24" 40" 16" 24" 8" 10'-0" 8'-6" 72" 40" 56" 24" 40" 16" 7'-6"or less 72" 72" 72" 32" 64" 24" *=see note 12 above for alternate anchor options Oswell Engineering and Consulting, L.L.C. 1/26/2012 L: , ';14. _4. Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis, MN 55413 r Description: General Notes Phone: 612-720-4639 ;`+ Project# 13.100 Fax: 612-886-2966 y,, UR- Client Name: Abfalter Brothers Concrete LLC www.oswellec.com i` ' Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 ;a ;< ,, � . 1/1/2014 Wood floor joist, I-joist,or trusses&wall framing by others See table below for connection of each floor 7 2x6 minimum sill plate w/1/2"diameter member to sill plate anchor bolts w/7"minimum embed&2" wide x 1/8"thick square or round countersunk flush washers or alternative anchor(see table on S2 for spacing) "6"Min (Anchor bolt clearance between edge of Foundation wall per Code by others > both wall and sill plate is to be 2.5") (clear height is measured from top of basement slab to top of foundation wall) N TYPICAL TOP OF FOUNDATION WALL DETAIL FLOOR MEMBER TO SILL PLATE CONNECTION TABLE Alternate to IRC Table R404.1(1) CLEAR BACKFILL TYPE CONNECTION TYPE HEIGHT FLOOR (Top of Slab MEMBER CLASS to Top of SPACING SAND SANDY CLAY CLAY (weakest to DESCRIPTION Wall) strongest) 16" A(note 5) A(note 7) C (3)0.131"diameter x 3"long toe/top 8'-0"or 19.2" A(note 6) B C A nails less 24" A(note 7) C C_ B (3)0.148"diameter x 3"long toe/top 16" A(note 7) C �, C nails 9'-0" 19.2" A(note 7) C DC USP LJC or USP MPA1/Simpson 24" B C D A35(see note 4) 16" B C D Simpson U2.37/4, USP LJQ, or(2) 10'-0" 19.2" B D D D USP MPA1/Simpson A35(see notes 24" C D D 1 to 3) Notes: 1. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses, it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided. 2. USP LJQ must be sized appropriately for the actual floor member width. 3. Floor members must be at least 3"wide when two Simpson A35/USP MPA1's are used. 4. Connection C may be installed at every other floor member if the number of anchors is doubled. 5. As an alternative, connection C may be installed at every fourth floor member. 6. As an alternative, connection C may be installed at every third floor member. 7. As an alternative,connection C may be installed at every other floor member. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ` 4a. , Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 _r, Description: Typical Bearing Wall Detail Phone: 612-720-4639 Project# 13.100 Fax: 612-886-2966 ,g4e Client Name: Abfalter Brothers Concrete LLC www.oswellec.com -,. =' Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S3 of S6 *712.+s,,ust '''?"\ 1/1/2014 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,joists,&structural rim [ ] _ N by others See note 4 for spacers as required at mechanical only — Use Class D connection from S3 for blocking to sill 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x 1/8" Install full height 2x or I-joist thick square or round countersunk blocking as required to achieve flush washers or alternative anchor the nailing noted(minimum of (see table on S2 for spacing) two spaces),spaces used do not (Anchor bolt clearance between need to be next to each other if edge of both wall and sill plate is to spaces between are blocked per N, be 2.5"), NOTE: Sill plate may note 4 have to be increased to 2x8 to fit JOIST BLOCKING DETAIL Class D connectors Blocking spacing to match anchor bolt spacing (see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3"long nails at 6"o.c. at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. Full height blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 1,' '." . .,.. Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 ' Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639 :t. Project# 13.100 Fax:612-886-2966 . li v. Client Name: Abfalter Brothers Concrete LLC www.oswellec.com 4.- . �, Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S4 of S6 a4.,.n #i'.' 1/1/2014 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,&structural rim by othl< >1 ers See note 4 for spacers as required at mechanical only • Use Class D connection from S3 /for blocking to sill / Nail rim truss bottom chord to sill NM . kgs' plate w/0.148"diameter x 3"long nails @6"o.c. Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted 2x6 minimum sill plate w/1/2" (minimum of two spaces),spaces diameter anchor bolts w/7" used do not need to be next to minimum embed&2"wide x 1/8" each other if spaces between are thick square or round countersunk blocked per note 4 flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between Install 3/4"minimum thick OSB/plywood to one edge of both wall and sill plate is to side of 2x4 blocking w/(6)0.131"diameter x 3" be 2.5"), NOTE: Sill plate may long nails top&bottom OR 1/2"minimum thick have to be increased to 2x8 to fit OSB/plywood to each side w/(4)0.131" NJ Class D connectors diameter x 3"long nails top&bottom BOTTOM CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) 1. Floor sheathing is to be 3/4"minimum thick C6B/plywood installed in a staggered pattern. Neil to floor members with 0.131"diameter x 3"long nails at 6"o.c. at all panel edges/perimeter and 12"o.c.at all intermediate supports or an appro,ed equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directlynext to the wall or each other prodded 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. OSB/plywood blocking maycontain 4"diameter mazmum holes if required for electrical/plumbing. R-ovide at least 3"edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Qhde by others. 8. Do not cut rim truss bottom chord hr any reason. Oswell Engineering and Consulting, L.L.0 1901 E Hennepin Ave,#201 c, st. ' 41. Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 Ize4 Description: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-720-4639 Project# 13.100 Fax:612-886-2966 tom* I Client Name: Abfalter Brothers Concrete LLC www.oswellec.com a Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S5 of S6 r. s 1/1/2014 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,&structural IN rim by others Additional sill plates as required by �T _r others to match truss top chord depth 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x 1/8" Install 2x4 minimum flat blocking thick square or round countersunk between trusses as required to flush washers or alternative anchor achieve the nailing noted (see table on S2 for spacing) (minimum of second space) (Anchor bolt clearance between edge of both wall and sill plate is to Install treated double 2x blocking ripped to fit be 2.5") height of sill plates in first bay TOP CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"diameter x 3"long nails at 6"o.c. at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Toe nail blocking members in place as required for stabilty. 3. All nails are to be spaced in members such that splitting does not occur. 4. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 E Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 rA Description: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-720-4639 Project# 13.100 Fax:612-886-2966 ` + 14.75 Client Name: Abfalter Brothers Concrete LLC www.oswellec.com 'ter S6 of S6 .a ." ZtAt� Client Address: 15546 Cleveland Street,Elk River,MN 55330Page +:•• 1/1/2014 OR * El.i, b . t . . .. New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posted ,, „Si.,.. th ` '- the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. 2/18/14 Mailing Address of the Dwelling or Dwelling Unit City `£ ,,$• 364 W Lake St. Orono LDK Name of Residential Contractor MN License Number -2,:,,,1( ,fjlr.f Ar'.1.1 e,,,r LDK Builders, Inc. BC001327 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fon) o a) c a, v Active(With fan and monometer or 'T other system monitoring device) Co -o T f0 U C a, o a 3 u — o -a T. v a ° ,o -a u ai Q m m a, c ) -a ? ,o C O �i ;i p al i..� ,-8 Insulation Location • o Z o - o m w '=' 0 ,,,.,° no m• D c v a' E E c -d -o m c z � z L.0, l° 2 F2 E Other Please Describe Here Below Entire Slab R-10 X Foundation Wall R-5 X Exterior Perimeter of Slab on Grade X Rim Joist(Foundation)-BASF Comfort Foam® R-13 X Interior Rim Joist(1`t Floor+)-BASF Comfort Foam® R-13 X Interior Wall R-19 X Ceiling,flat R-44 X Ceiling,vaulted R-44 X Bay Windows or cantilevered areas-BASF Comfort Foam® R-30 X Bonus room over garage R-30 X Describe other insulated areas I I Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.34 8 R-value(If Applicable) MECHANICAL SYSTEMS 1 Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Natural Gas Natural Gas R-410A Passive Manufacturer Bryant A.O.Smith Bryant Powered #1 987MA42060V17#2 #1 187BNA036 Interlocked with exhaust device. Model 987MA66120V24 GDHE-50 VERTEX+ #2 187BNA048 Describe: Input in #1=60K Capacity in 80 Output in 7 Other,describe: Rating or Size BTUS: #2=120K Gallons: Tons: Heat Loss: Heat Location of duct or system: Structure's Calculated 144'702 Gain: 56,430 AFUE or SEER: 16+ Mechanical Room HSPF% 97% Calculated 72,858 Efficiency cooling load: Cfm's ”insulated flex 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):2 Furnaces,2 A/C's,2 HRV's Not required per mech.code Select Type X Passive 2 Heat Recover Ventilator(HRV) Capacity in cfms: Low: 90(x2) High: 140(x2) Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: Mechanical Room Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 128 6 "insulated flex duct OR Total ventilation(intermittent+continuous)rate in cfms: 255 "metal duct Created by BAM version 052009 I , Site address 364 West Lake St Orono Date 2-17-14 Contractor Sabre P & H Completed Todd B Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including Basement—finished or unfinished) 900 Total required ventilation 2155 Number of bedrooms Continuous ventilation I 28 Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 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/ sq.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 9000 x .02= 180 150/75 165/83 3001-3500 160/80 175/88 3501-4000 (4 bedrooms x 15) + 15=75 170/85 185/93 4001-4500 180/90 195/98 4501-5000 total vent=255/2= 128constant 190/95 205/103 — 5001-5500 J.,,,,,,la J.,,,, ��.,, 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 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 ventila- tors(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 con- tinuous 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. G:\SAFETY\JK\Vent-makeup-comb air submittal(2).docx Section B Ventilation Method (Choose either balanced or exhaust only) E✓ Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recov- ❑ Exhaust only ery Ventilator)—cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating by more than 100%. Low cfm: 80 High cfm: 140 Continuous fan rating in cfm(capacity must not exceed 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 a 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) 2-HRV's will be controlled by wall control 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 or recommend 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 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings,see IMC 501.3.3. Please note,if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type (round, rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 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- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column B 1. a)pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b)conditioned floor area(sf)(including 9000 unfinished basements) Estimated House Infiltration(cfm):[la 1350 x 1b] 2.Exhaust Capacity a)continuous exhaust-only ventilation H RV=O system(cfm);(not applicable to ba- lanced ventilation systems such as H RV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 960 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 1095 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 1 095 b)estimated house infiltration(from 1 350 above) Makeup Air Quantity(cfm); [3a-3b] -255 (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer t required to Table 501.4.2 no 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 in- cluded.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 1 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances,or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1—36 1—22 1—15 1—9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 101—143 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper I 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. Sections F Combustion air ✓ Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and type Other,describe: Explanation-If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use 1FGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. r 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. AO Smith GDHE-50 has it's own PVC Furnace/Boiler: intake and exhaust nDraft Hood Fan Assisted ❑Direct Vent Input:_ or Power Vent Water Heater: Draft Hood ❑Fan Assisted Direct Vent Input: oiu,nr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 1 386 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH L W 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)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 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= + = TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 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= Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- _ Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= /3000 Btu/hr per in2= in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= x = in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 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. r ir 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 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. SHIELDS- 364 West Lake St Orono HVAC Load Calculations for LDK Builders Prepared By: Todd Boyum Sabre Plumbing&Heating 15535 Medina Rd Plymouth, MN 55447 763-473-2267 Monday, February 17, 2014 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 t , Elite Software Development,Inc. Sabre Plumbing&Heating SHIELDS-364 West Lake St Orono Plymouth it 55447 - Page 2 Project Report I General Project Information Project Title: SHIELDS- 364 West Lake St Orono Designed By: Todd Boyum Project Date: 2/17/14 Client Name: LDK Builders Company Name: Sabre Plumbing & Heating Company Representative: Todd Boyum Company Address: 15535 Medina Rd Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 I Design Data ; Reference City: Minneapolis, Minnesota Building Orientation: Front door faces Southeast 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% 70 27.02 Summer: 90 73 45% 50% 72 38 I Check Figures _ l Total Building Supply CFM: 2,459 CFM Per Square ft.: 0.273 Square ft. of Room Area: 9,000 Square ft. Per Ton: 1,482 Volume(ft')of Cond. Space: 84,747 Building Loads Total Heating Required Including Ventilation Air: 144,702 Btuh 144.702 MBH Total Sensible Gain: 56,430 Btuh 77 Total Latent Gain: 16,428 Btuh 23 % Total Cooling Required Including Ventilation Air: 72,858 Btuh 6.07 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\LDK 364 West lake St Orono SHIELDS.rh9 Monday, February 17, 2014, 2:02 PM I • ' Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating SHIELDS-364 West Lake St Orono Plymouth,MN 55447 Page 3 I Load Preview Report 1 Net ft' Sen Lat Net Sen Sys Sys I Sys! Duct Scope Ton RCFM CFMon Area Gain H C Act Gain Gain Loss CFM! Size : ; Building 6.07 1,482 9,000 56,430 16,428 72,858 144,702 1,665 2,459 2,459 System 1 2.21 1,130 2,496 18,610 7,894 26,504 43,347 444 771 771 10x15 Ventilation 2,152 7,094 9,245 10,160 Humidification 6,554 Zone 1 -Clg.:35%,Hip,:53% 1.248 7,034 0 7.034 14.085 235 330 330 8x8 2-Basement Bedroom 2&3,Storage 1,248 7,034 0 7,034 14,085 235 330 330 3--6 Zone 2-Clg.:65%.Htq.:47% 1,248 13,312 800 14,112 12.548 209 624 624 10x13 4-Main floor-Master Bedroom&Closet 1,248 13,312 800 14,112 12,548 209 624 624 6--6 System 2 3.86 1,684 6,504 37,820 8,534 46,354 101,355 1,221 1,688 1,688 18x18 Ventilation 1,793 5,896 7,689 10,160 Duct Latent 754 754 Humidification 10,589 Zone 1 -Clg.: 14%,Htg.:44% 3,252 5,752 0 5,752 35.482 537 269 269 7x7 1-Basement Family Room,Bedroom 4,Arcade Storage 3,252 5,752 0 5,752 35,482 537 269 269 3--6 Zone 2-Clg.:86%,Htg..56% 3,252 34,724 1,883 36.607 45,124 683 1,627 1,627 18x18 3-Main floor-Grt Rm,Dining,Kit 1 &2,Kids,Office,Foyer 3.252 34,724 1,883 36,607 45,124 683 1,627 1,627 15--6 Sum of room airflows may be greater than system airflow because system has multiple zones. Ali C:\ ...\LDK 364 West lake St Orono SHIELDS.rh9 Monday, February 17, 2014, 2:02 PM • • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating SHIELDS-364 West Lake St Orono Plymouth MN 55447 -__ Page 4 System 1 Summary Loads Component Area Sen Lat Sen Total I Description Quell Loss Gain`' - Gain Gain LDK LOW EE: Glazing-Low EE Windows & Sliding Door 332.8 8,489 0 9,766 9,766 .30 U value .34 SHGC, u-value 0.3, SHGC 0.34 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 346.1 2,000 0 339 339 cavity, no board insulation, brick finish, wood studs EXT R-10: Wall-Basement, Custom, Styrofoam to top of 518.3 4,406 0 0 0 footing- EXTERIOR PERIMETER-9' Basement RJ R13 Closed Cell: Wall-Frame, Custom, Spray Foam R- 216 1,396 0 334 334 13 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 926.7 5,357 0 1,285 1,285 cavity, no board insulation, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1247.8 2,121 0 1,323 1,323 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1247.8 2,864 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide Subtotals for structure: 26,633 0 13,047 13,047 People: 4 800 920 1,720 Equipment: 0 478 478 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 280, Summer CFM: 280 10,160 7,094 2,152 9,245 Humidification (Winter) 17.87 gal/day : 6,554 0 0 0 AED Excursion: 0 0 2,013 2,013 System 1 Load Totals: 43,347 7,894 18,610 26,504 i Check Figures _._ 3 Supply CFM: 771 CFM Per Square ft.: 0.309 Square ft. of Room Area: 2,496 Square ft. Per Ton: 1,130 Volume (ft3)of Cond. Space: 23,501 System Loads -._.. _�_...... T Total Heating Required Including Ventilation Air: 43,347 Btuh 43.347 MBH Total Sensible Gain: 18,610 Btuh 70 Total Latent Gain: 7,894 Btuh 30 Total Cooling Required Including Ventilation Air: 26,504 Btuh 2.21 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. SHIELDS.rh9 Monday, February17, 2014, 2:02 PM C:\ ...\LDK 364 West lake St Orono y, Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Sabre Plumbing&Heating4)" SHIELDS-364 West Lake St Orono Plymouth,MN 55447 Page 5 System 2 Summary Loads C p0 nen t Area Sell Sen DescriptionQuan Loss Gain el ' Gan Gain LDK LOW EE: Glazing-Low EE Windows&Sliding Door 794.5 20,264 0 20,600 20,600 .30 U value .34 SHGC, u-value 0.3, SHGC 0.34 11G: Door-Wood - Panel 48 2,203 0 674 674 11J: Door-Metal - Fiberglass Core 24 1,224 0 374 374 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1034.9 5,982 0 802 802 cavity, no board insulation, brick finish, wood studs 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 347.4 1,328 0 30 30 foam board to floor, no framing, no interior finish, filled core, 8'floor depth RJ R13 Closed Cell: Wall-Frame, Custom, Spray Foam R- 657.5 4,246 0 870 870 13 EXT R-10: Wall-Basement, Custom, Styrofoam to top of 724 6,153 0 0 0 footing- EXTERIOR PERIMETER-9' Basement 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1760.2 10,173 0 2,083 2,083 cavity, no board insulation, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 3252.1 5,529 0 3,252 3,252 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 3252.1 7,463 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide Subtotals for structure: 64,565 0 28,685 28,685 People: 6 1,200 1,380 2,580 Equipment: 683 4,130 4,813 Lighting: 0 0 0 Ductwork: 3,128 754 906 1,660 Infiltration: Winter CFM: 142, Summer CFM: 0 12,913 0 0 0 Ventilation: Winter CFM: 280, Summer CFM: 280 10,160 5,896 1,793 7,689 Humidification (Winter) 28.87 gal/day : 10,589 0 0 0 AED Excursion: 0 0 926 926 System 2 Load Totals: 101,355 8,534 37,820 46,354 Check Figures �_.:, Supply CFM: 1,688 CFM Per Square ft.: 0.260 Square ft. of Room Area: 6,504 Square ft. Per Ton: 1,684 Volume (ft')of Cond. Space: 61,246 System Loads Total Heating Required Including Ventilation Air: 101,355 Btuh 101.355 MBH Total Sensible Gain: 37,820 Btuh 82 Total Latent Gain: 8,534 Btuh 18 % Total Cooling Required Including Ventilation Air: 46,354 Btuh 3.86 Tons(Based On Sensible + Latent) 1 Notes _ II Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\LDK 364 West lake St Orono SHIELDS.rh9 Monday, February 17, 2014, 2:02 PM j i t,,, A LI G C `.* ALO 1/10/14 II am Ir. SERVICES Daily Soil Observation Notes Project No: Date: 5- I - / Report No: Project Name:3 / We-S4— LskIcsk Sr Project Location:(�1-a no ) CM v Client: Li) 1(-- Temp/Weather: II Temp/Weather:�v1 Y, Li �� Project Manager: pG� r-t-A _) c,d Time Arrived: Departed: Soil Observation — Areas Observed: ❑ Building Pad `i House Pad ❑Roadway ❑Parking/Walks ❑ Footing ❑Proof Roll (Other(describe): Soil report available? ❑ Yes E\ettlo Report reviewed? ❑Yes jJ(o 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? .SNA ❑Yes ❑No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? "Yes ❑No Proposed project bearing capacity(psf): Contractor notified of results? ViYes ❑No Name of person notified: Was a copy of this report left on site? N.Yes ❑No If so,whom was it submitted to? ,N ' y,may. _ z te-t:C-1 , ,,- Ao . ��i�Jdvy) Q ,,- Pte _ Notes/Comments!L2n�` V p.0403 ave 41XCOTV(AV' v'?. C \01V ,)CA.- Vim, CA N, 3WI NI-- l.u,kk G- .r . \-e A� by V% -11Z.?/1:‹00"0(WA htv Ut e,1e- loo T1-.� ,t(1, ,\A6 Q�6Sti-x) vY, � � ,r ;I.>V S; c�� o` W\ o Q( v.s Q� i�4 v Q i l ` e0.1--s kc,v.-k Q v, re try,c, ki-e k) G.%,,,,.) 1 -A--Q ‘Co..: v-- W Cr 4,r- teN o.s _v-, ko', k- 3 zA)--t-- , A. Performed By! Y 1 ; JC -It. Reviewed By: Date: �f 2.-.Z(LI cc.[ G 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,thosk indicated in a preliminary report. 7 D E TIME V CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED —/ / Ve'j7 PERMIT NO.07/,/2 _ Da/37 COMPLETED _� ADDRESS � 1 Ote oc �/ OWNER K / TELEPHONE NO.76 3 6,35 �DO� CONTRACTOR LD8I DESCRIPTION /- ©d 0'1 ` Aiez� (0' ,'`p 1... 4r FOOTING LI PLUMBING N L ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ElSEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc cc CC PEG vtnG .5- 1Z 5 e,t7,n�,E.,-(..5 ce,c5 r t- 0 W f r f1IGs�Ka4. 07t21 tG 5�t d4/ Gri cc Co r n.?, ' o I•-� c it- 5 GJ eb v if i' Q � � 2 0r /104se - ,6�4c saiG /'b0�`S 4','� W !/if/6/e - /' #st:o ' ' �C 4' k.12 7e - �o Mc,e_ 54.Z F' -i 4/l j f,s` d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY 2 )C ORRECT WORK,CALL FOR REINSPECTION TEMPORARY UBEFORE COVERING PERMANENT LI CORRECT UNSAFE CONDITION WITHIN HOURS. Cl PHOTO TAKEN INSPECTOR WILL RETURN [1 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR U INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/ = •ctor onF' -. "kd d y /Ie/4-Sr'Ct..O5. Inspector. C".: / A..., White Copy/Inspector's File Canary CopylSite Notice 541- DAT TIME CITY OF ORONO CALLED IN 5-�- INSPECTION Alp-JcEO013 7 SCHEDULED �lff5 02 PERMIT NO.n[ �`[/ I 0 COMPLETED ADDRESS 3e f �1�11-t' 1 OWNERI, TELEPHONE NO. '7 3 ‘33 gi L{� CONTRACTOR DE RIPTION ( /Q C-' l J IQ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ URED WALL 0 MECHANICAL RI ❑ LAKESHORENVETLANDS 0 FRAMING 0 MECHANICAL FINAL 0 TREE REMOVAL • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS ❑ FINAL 0 SEWER HOOK-UP LI COMPLAINT v 0 DEMO-SITE 0 SEPTIC MAINT. 0 FOLLOW-UP 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO co• COMMENTS: W Q. J O O � f, W CCQ CC O IQ 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZ 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (95 ' ' -4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File ary CopylSite Notice C /e.,,, 1 G i.T TIME ITY OF ORONO CALLED IN � (/ INSPECTION NOTICESCHEDULED 0 ff / PERMIT NO. (-74/V -(Y)/37 COMPLETED ADDRESS 3( [/ /-C1- /0 4 Sf OWNERTELEPHONE NO.6 7/ '/(E --/5/5 CONTRACTOR G— 3 ,/ �--�:G 7/ DESCRIPTION /6'1`71 k. tu ❑ FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING 14. Q ❑ POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS h 0 FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL Z 0 INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB 0 WATER HOOK-UP 0 PROGRESS 0 FINAL 0 SEWER HOOK-UP 0 COMPLAINT ✓ 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP ct LU 0 DEMO-FINAL 0 SEPTIC INSTALL ❑ HARD COVER REMOVAL ✓ ❑ PLUMBING RI 0 SEPT C FINAL ❑ FO . %•TION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO / y COMMENTS: �� cc W Q. cc O cc 1O iiiiir LL W CC Q 2 W W CCW 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE IQ W ❑CORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY O C7CORRECT WORK,CALL FOR REINSPECTION TEMPORARY t BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in advan I' )249-4600 Owner/Contractor on site: L j, Inspector. dre:#9. White Copyllnspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN 1/De5 TIME INSPECTION NOTICEnni2-7 SCHEDULED PERMIT NO.ZD�I1- I `L COMPLETED ADDRESS 1j✓lL1 �`n I-- OWNER OWNER TELEPHONE NO. CONTRACTOR /�i f _ f L I DESCRIPTION /` 1 i l ! Lai ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS 2 ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION ct ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL 0 SEWER HOOK-UP 0 COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL S OWNERICONTRACTOR TO MEET YOU:_YES_NO to COMMENTS: cc W a CC J el/ .`1 ()7 la n) C 0 4. Wr /111 Z9C-tri OV cm4 err) KR- 1---/ -1-- 12, 1A' 6,e/ i 0 i f-c vr IQ ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE G ikf/y CCW ❑CORRECT WORK&PROCEED ISSU CERTIFICATE OF OCCUPANCY 9 IDCORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor •n site: Inspector. White Copyllnspector's File Canary Copy/She Notice ClAGTMCITY OF ORONO CALLED IN ���` `, th INSPECTION TI SCHEDULED q 'a`� PERMIT NO. I - 't -' I COMPLETED ADDRESS .loci, ciaboftato_ OWNER TELEPHONE NO. (0[7 W° 5C cal CONTRACTOR LQ DESCRIPTION 1 .`a3 W ❑ FOOTING 0 PLUMBING FINAL 0 EXCAV/GRADING/FILLING c ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q ❑ FRAMING ❑ MECHANICAL FINAL I=1 TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS INAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT 0 FOLLOW-UP ZLIDEMO-FINAL LISEPTIC INSTALL 0 HARD COVER REMOVAL v LIPLUMBING RI LISEPTIC FINAL ❑ FOUNDATION/REMOVAL 5 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: PeC, ri%t4G - le, -.07/- / , cc a �(6g. .- c8 - OK 1 j c 0 67 QrekII 1 O 7re G//°O ii4'OKl `l4r►s6atct Fd" GP�ik. W Q 6b4r; ,1 tQe 4 .. 'et - 34 '---78` 4 ►''osk. #v'e4� A'sfxS ` 0 Sllyrncm.. /kjg/. 'T PION( Sjr.r At+s Ti Q S s 10}11M110-) 1.41/ IL 'roc,„be 74....��"Goof 6'seise ate e-i' Z f'4- pta.•1xpe.- rvvkV4 2S-6,4.0 sk.e-tey—s .1 /4.t "•-3 Qm•-64.a—givedis Of pff., .4.64 -p A"--A c,;sof/yam,nC W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED FISPECTION REQUIRED.CALL TO ARRANGE ACCESS. �/ Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. (. 1,— White Copyllnspector's File Canary Copy/Site Notice NCL-C DATE --/ TIS c -OFZNO CALLED IN INSIO NOTIC ,-.7SCHEDULED �`• G `� PERMIT NO. • --60i 1 COM'LETED ADDRESS c / •/ OWNER / ; HONE NO. /a `PV0 5%3 CONTRACTOR I. i �'�/ t. ...... DESCRIPTION dvt4,p 41 k ,Le ,.... t ❑ FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI 0 LAKESHORENVETLANDS " 0 FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS • / LNAL ❑ SEWER HOOK-UP 0 COMPLAINT ✓ ❑ DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: 64. F,4474 – 4 11 Leo r"cc-e rAc P red o - cc LU GJsI Q CoNA,fe4t ,n/p r4:t-2t.A6't-as 37 q. er ve•,6 ", csE O .- .ts bw'Ad 6gite1 prbt# f F.P. ZKSfvc[( - >' " /f/r/ lilt'k e`o.,4/O/s4- 4,1 fl4 j oc !7 Piovfd a vs%t-CiCi-Ego:. DC Z.Z.- f•P /#154/40 t9 W , mi' €€Fi ct t/'G No Q.�. -/•.,-,/,ci Q � trwtof At. 26W-oafs-bk. CoAt:r4-cfe! # 506 0.1.:et, i.t /e 'e•/ 73 cdr.. -r o zb0••Ficat'a+ ' fi(s,c F.A• =.s�4.festa ,? 1 r.topecaF, s�e .5 g P+.F.44(` 46l &4,/ z. Co4,/cfc tu cc CI .( pe..C . 0c?O1(f— 06C1d 7 W ❑WORK SATISFACTORY:PROCEED 77, OJECT COMPLETE CCW 0 CORRECT WORK&PROCEED SUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN El ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED "iLNSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C. . - - - spection 24 hours in advance. (952) 249-4600 Ow :r!Contractor on site: ii t Inspector. Ille /..:.. — I White Copylinspector's File Canary Copy/Site Notice 5e-(--- TIME TIME CITY OF ORONO CALLED IN 7- INSPECTION NOTICE�l3 7 SCHEDULED 7-8-/c/ 9'31) PERMIT NO.Ra ' /COMPLETED ADDRESS L3 / GULF /&i€ SI- OWNER fOWNER TELEPHONE NO.6/2 M:, 5%3 CONTRACTOR LOK DESCRIPTION RQ�x./ k CIFOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI LI LAKESHORE/WETLANDS " ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q AtIADON SLAB LI WATER HOOK-UP LI PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP Tt=1DEMO-FINAL CISEPTIC INSTALL LIHARD COVER REMOVAL J 0 PLUMBING RI CISEPTIC FINAL 0 FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO co COMMENTS: ccL • Lu PA/ - 5e.4,1..S i ai yecQ (�- ,p e. td'a t e. 'opt„r J 0 5e�tlrD cc O 4 '( -1 "- 4.1LJJCC W TISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY t.) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspect° 1"-'- to Copyllnspector's File Canary Copy/Site Notice 4)-- r q D• E TIME CITY OF ORONO CALLED IN — INSPECTION OTIC SCHEDULED 7- __ - 9-36 PERMIT NO — / MPLETED ADDRESS fr q e. r OWNERmTELEPHONE NO71;3-b .3 "gd CONTR CTOR L,6/ Ayr 4 —A-- D =CRIPTION 414/Led LU ►A OOTING 1=1 PLUMBING FINAL CIEXCAV/GRADING/FILLING W tl ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT ✓ ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP IQ 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO r0.) COMMENTS: cc W Q. CC O C La. / . CC /J �' ��,.1..., a W Z W 2 W a '•RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE It IQ ■ I RRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY W. 0 CICORRECT WORK,CALL FOR REINSPECTION TEMPORARY (..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. / J `/ Call for the next inspection 24 hours i adva - Ir'' i 21777 49-4600 Owner/Contractor on site: V Inspector. I White Copy/Inspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN 7._D T TIME INSPECTION NQTI E SCHEDULED 7- /l:CO PERMIT NO&/// to/3 7 COMPLETED ADDRESS 3 Wes 7`16-2-L-62.., OWNER TELEPHONE NO4z 856 5'2'63 CONTRACTOR —.4. 4 -/4 ' a DESCRIPTION Fr-6M !`1 . ly 0 FOOTING ❑ PLUMBING FIN ❑ EXCAV/GRADING/FILLING CI POURED WALL CI MECHANICAL RI 0 LAKESHORE/WETLANDS y Q FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL • ❑ I ULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q LI RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • 0 FINAL 0 SEWER HOOK-UP ❑ COMPLAINT v 0 DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP IQ 0 DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL v ❑ PLUMBING RI 0 SEPTIC FINAL LIFOUNDATION/REMOVAL IL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO • ti CO '/eaC - �. z _ O•L - c �� liti 4e-• a 't./k -r -_ --i_1•:<r'_ir.�-✓ w o ea r�'ec,�,dn p roY,lye 9 t v '- 1 Al-5 W cc Q 2 W Z W CC 14 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE ❑C RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY tZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY tj BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call f. • - • .- inspection 24 hours in advance. (952) 249-4600 Ow = ontractor on site: 4,1 Inspector. IIMII rw 1 CanaryCo /Site Notice W�Copyllnspector's File Copy/Site GDATE TIME CITY OF ORONO CALLED IN 7- rZ.)- INSPECTION N 0 T. E ,.,S ��/ CIVET 7-013-/S< �/I/•-. C) PERMIT NO. 111111' MP ED � ADDRESS IL OWNER T EPHONE NO7 ; / d O CONTRACTOR I , I , • 1, DESCRIPTION I�`L / _ �J 1 OOTING ❑ PLUMBING FINAL ❑ EX9AV/GRADING/FILLING ct �❑�P-OURED WALL ❑ MECHANICAL RI 0 I7,(KESHORE/WETLANDS " ❑ FRAMING ❑ MECHANICAL Fl : 0 TREE REMOVAL Z0 INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS I., ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP- 44 ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO r(., COMMETS: Pc-k. • QW, IC boWisf'S -c &' aP c /' l .teO: •Its. - J o pe✓ X14,, — cc ° 4Ail -- G' ._ W cc Q 2 Lk, OGS --.6— c€ / cc lCj✓- tKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W/❑CORRECT 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 U CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca • • - • - • ;.,ion 24 hours in advance. (952) 249-4600 Owne ontractor on sit-• 5--f e e Inspector. OP s•., a White Copyllnspector's File Canary Copy/Site Notice 7 p TIME V/ CITY OF ORONO CALLED IN INSPECTION OT E SCHEDULED - — /.#OD PERMIT NOL'DI t0D 13 7 COMPLETED ADDRESS 360 �� 4/T pp/- OWNER TELEPHONE NO.6 /aOO4' 5763 CONTRACTOR L.0 le- DESCRIPTION ( n S la l olt' 1, W ❑ FO• ING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ P• RED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS Q \LI \❑ r-AMING LIMECHANICAL FINAL ❑ TREE REMOVAL • I INSULATION LI WOOD BURNER/FIREPLACE ❑ SITE INSPECTION 'Q ' • RADON SLAB LI WATER HOOK-UP ❑ PROGRESS • ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v• ❑ DEMO-SITE ❑ SEPTIC MAINT. LI FOLLOW-UP 14.1 ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES—NO oy COMMENTS: it LUQ. CC ft0 . . 4. _ --- e_ ,, . I Z____. / _ cc i sz z w z w cc d w WORK SATISFACTORY:PROCEED PROJECT COMPLETE IL CC ❑ RRECT WORK&PROCEED Li ISSUE CERTIFICATE OF OCCUPANCY O *LI' CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT •-- CT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INECTOR WILL RETURN LI CITATION ISSUED ❑ST+P 0-•ER POSTED.CALL INSPECTOR ❑ PEC ION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance ' ' 49-4600 / Owner/Contractor on site: 7/ Inspector. , ' / White Copy/Inspector's File /Canary CopylSite Notice Vii- 7-1)/1.,z.Dqi. � TIME V CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED 7 -'31-I tt / : 40 PERMIT NO.G)O i —OOi 37 COMPLETED ADDRESS 364 t.11' 5 f OWNER TELEPHONE NO.0'1 Z Free 5943 CONTRACTOR LC)I- DESCRIPTION Ins W107614 Ltilt/,,i- /eOel t ❑ FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS h ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS 0 FINAL 0 SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP Z ❑ DEMO-FINAL 0 SEPTIC INSTALL CIHARD COVER REMOVAL r ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc O ia cc ' ----\ /cc0 W ccQ 2 W Z W cc " W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC" ❑ RRECT WORK&PROCEED ❑ ISSUE 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 ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in dvance`(9 , ' '-4600 A Owner/Contractor on site: / ' Inspector. White Copyllnspector's File aryCopy/Site Notice INSPECTION NOTICE DATE TIME CITY 4F Ot'l1C) CALLED-IN SCHEDULED PERMIT NO. d4 —OW 3 7 COMPLETED b ' �y y 4-'46 ADDRESS N/. I LELet • OWNER/CONTR. L p K ❑SITE INSPECTION 0 MECHANICAL RI ❑ REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP FOOTING 0 INSULATION 0 COMPLAINT ❑POURED WALL 0 RATED ASSEMBLY 0 FIREPLACE ❑ FOUND.DRAINAGE 0 BUILDING FINAL 0 SPRINKLER SYSTEM ❑ FRAMING 0 SEPTIC INSTALL ❑ 0 SHEATHING 0 SEPTIC FINAL ❑ ❑Pr"" RI ❑S&W HOOKUP 0 u. 0 PLUMBING FINAL 0 GAS LINE MANOMETER 0 o COMMENTS: \ !L 5 r;;/:!pe recievied0 T�'e'ivi Li ti //f a4.7a G ecz 7-cc 4- 5 ',Le, Sz`2rr • Soy/ �� 1r b� "4,5- A ,(S� + fc?rtfe o OK cc JO€e" w 4 j O< cc Q cc O cc FURTHER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED LORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN O 0 CORRECT WORK& PROCEED U 0 CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Metro West Inspection Services Inc. Owner i22// 7 7ie >c Inspector: / b- .. DATE TIME .CITTOF ORONO CALLED IN V INSPECTION NOTICE SCHEDULED 6 50'4 PERMIT NO. 2.014"-00I3 I COMPLETED j� � ADDRESS c,�9' W tSl fCR � OWNER TELEPHONE NO. CONTRACTOR /� f, DESCRIPTION -FaS- A JJ etti U7 ❑ FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q 0 POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS h ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q 0 RADON SLAB 0 WATER HOOK-UP 0 PROGRESS 0 FINAL 0 SEWER HOOK-UP ❑ COMPLAINT 0 DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP 0 DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: W CCfiCtn\-1 •0 0 u_ z LUQ C1WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contractor on site: Cur , t ` Inspector. M.Cu�r4 W White Copyllnspector's File Canary CopylSite Notice Christine Mattson From: Christine Mattson Sent: Friday, May 30, 2014 8:27 AM To: 'Larry Kuperus' Cc: 'Mike Shields'; Melanie Curtis; Jesse Struve Subject: 364 Westlake Street/#2014-00137 Attachments: Landscape Walls & Retaining Walls 2014.pdf Larry, To follow up on our telephone conversation yesterday,the foundation as-built survey you submitted has been approved. You may proceed with framing. Also noted on the foundation as-built was a change in the retaining walls, specifically a tiered wall on the lakeside of the property. Please note, retaining walls over four feet require engineered plans and tiered walls are considered one wall unless they are separated by twice the height of the higher wall. Attached is a copy of our information sheet on landscape and retaining walls. The lower retaining wall is shown at the 75' setback from the ordinary high water level (OHWL). Hardcover within 75' of the OHWL, with limited exception, requires a variance and earth movement(grading,filling or excavating)over 10 cubic yards within 75' of the OHWL requires a conditional use permit. If you have any questions please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN '+ 55356(physical address) PO Box 66 ` Crystal Bay MN 55323-0066 (mailing address) lit 952.249.4620 1 A 952.249.4616 cmattson@ci.orono.mn.us ' www.ci.orono.mn.us Summer Office Hours: (Monday, May 19 through Friday,August 29,2014) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Friday,July 4, 2014 1 • = aha � am4.7 a �3. � o� ky • fi E E� � I �� I ► �rc s°e I (excap err OF trgra) 'PP ____rwwe Ikea awe x16 d Coma "' �,^ ,a• - _ , 9 -+ L�erdllal to the South one of the Northwest 14 S.C.5,T n7.R2 N89`21'19rrW 510.48 '" �� 8 II/�' Ones. W - Dro nage and UtA lay Eosemml Per Doc.No.3239208 3 -So stn - - - y ) 0._ 9 Well 4'Cost Iron Page j �/` // I ._` ` San tory titian Out-__ _ `... '-'•� PROPOSED• el rtcwFos xw µQ/1I F. A \� ��\ \ L 1 APPRO%IMATE LOCATION OF EXISTING DRIVEWAY 41 Umnwoy" ¢� k O�e4eO \ vii ...s\ Swale O A I / [�7]] i a�O� I c, e s • j _ " \c�� a. �� 952-- • Or o' 'YI e _ _ SIDE SETBACKO Q :Street Easement II n .. ids. _ _ _ 4 9� .0 --/may I ' ' E. Per Doc..No. Nom, � ♦ S -s'""- �x / T p I ' �^ .. .)119961; /0 Ley' - w S _ __\ - $ -_c am_ � •-� \ // 10%, \AO , LOT 77 • - .nes W 22 h w.,4 p a=k.4 16.1616 .s sew:p.Ts rant°t cwnw % x x - x x x ``� \ •• �� W'i+OS• \ems I ' _ J 9� -_ 77-N0F .est comm of Loc to -- _..T -..-._- .-. _ Foote B WO.1606 n son os see a cm_ ;� \ • e T awe' o N 07 S89'21r19rrE 284.15 '\ x-_->Drainage and Utility Easement Per Doc.No 3239208--', '1,,,\‘‘\‘:\\, 3 `, u� /el tin•b.'. ...,_ ,,,,,,,:e.-. °I',11,' // - i \ / o I f • o - ,� U 1---a---.::•11 ''° •i g b ,e► ,: ) 0 to,0lit. O o 0 --I .ho+Qr_ \40 _ 1.14:27------- /hal•�=ire•TW A s 416 1 seeePt 6 'A'O ------ i.,"#•�/ ,�, \ /l wax / ///// EXISTING BUILDING �- - '0 - l // '� / (TRACED OFF OF AERIAL PHOTO) V / ,',�x '1' de / Ix �' � h v / PROPERTY DESCRIPTION I t `�' / \ ;:',/ Lot 9-and that part of Lots 10 11 and 12 Block 1,HILLSIDE PARK,according to the recorded Ott thereof,Hennepin County,together well that pad of the D / N `Vy \ // ~� wooled alley adjoining said Lot 12 Hing East of•lire described as merrcbp at the Northwest cornet of sad Lot 10-tlence on an•wined bearing or NOM In �\ 1♦j/ C• 'c `�, LOT, , / _ B9dagnsa5]mod..07tacod•E•at•bng the NOM inn of said Lot 10•distance 0130].00 tatlothe point ofbaprwnpatMe kw to bedaacrlo•A;them to n . - / °' W� ? 4.' O on•bearing of South to the shoreline of Lake Minnetonka and said fine there tennlnatng. n 1_ I 2 I :��`` .O pr / 'a. ''•� /M ° / ///d`2ti �C T • NOTES: IIx 11 o i ft° ,. co • ,, / � m �, 1.)Saa Address:384 Westlake Strut,Orono MN 55358 I 3 ` O .\�!j!\` '>.�.. _.._-__ �h �,� / AT°,I' ^'j S30. 2)Gross Lana Area:62242.E Sq.Ft.or 1.13.).Acns(ukWted to OHWL) j M `; - eA1Sl ...i' /' P wary ^ 4' c, 3)The current Zoning for the srijM property w LR-1A-Ore F•mN Lakeshore Residential-2 Acres per the City of Orono s zoning map dated Marts 2011.The 0 ' 1 x I =`= i- / O ''. / /// 04,�o ,� setback heCM and boor space arearestrictions for sad zoning designation were obtained from Section 78-305 bund on their me Ate on the date of ai O _ _.1 a11.•.- I -----y I �C GVW 4 12-31-2013 and are aa blows:Lot Area.2 Acres;LA NUM:200;Front Yard Setback 50 feet;Side Yard Setback 30 MI Rear Yard Setback 50 feat; 01 O1 I I -' / , d -,4-_,/ /\_ x Structure HaIpM(max.)30 feeLl *At"I ro In• - - I //` o Please note that the general restrictions for the subject propend meal have been amended through a cry process We could be uneven of such amendmentI /1 \ a they an not n•recorded document provided to w.We recommend that a zoning letter be obtained from the Zoning Administrator for the curets �•.,•� � -� -- __ PROPOSED S T fE C resbaeme for the sw. 'vORE - x IL N -- - _ -_ /pExisting Allies Jgwn are shown n an approx mate way only The contractor shall determine the exact location of any and.1 existing Mete.beforem aw HiI 2 / \////// commencing work.He agrees to be f W responsible for any and ad damages among out of he%lure to exactly locate and prem any and al existing tellies. cwna.,.n er.ann trap eo.19(16,o aIIdI 3 4)The Propend Sr contained MIM Tell of the Stormwater Dually Over*ONtnct per Be Stormweter Ouslty Overlay Diatnct Tare Map Dated 4-19-13. 20 10 •�0 r 10 20 40 u / / /// 5)The Propend is contained with the Stubbs Bay Drainage District Boundary per the Drainage District Boundary map dated 11-30-10,and does not appear to be x }1' / wand•buffer area of a wetland. SCALE IN FEET I /11' ' / 6)Mat maven a minimum 2%slope gradient m.aaommodate positive drainage. x BLOCK 1 1` ,: op/ / 7)Al offset bons are measured to hundredths of a feet and an be used as benchmarks. 1-I °9:° h' / // 8)The proposed driveway shown is cencephel only and does not purport to show exactly how the driveway shel be buts. I LOT ,2 es• • / / 9)A We opeiun was riot furnished to the surveyor. I s 1 / ..77' // 10)Proposed grades Mown adjacent to building foundation refers to top of black dirt. ' • / I O 189°21'19"E 99.25 cl 4Q9e 11)We have shown Bre proposed louden of Me sanitary sewer Ike and clean outs for reference only.The sewer line mint be deafened and approved before 3 / ...OW mane NCOOO. I s M., ar x., f / 11)Benchmark:Lake Minnetonka Water Elevation=928.54 Feet(NGVD 1929)Per Minnehaha Creek Water Shied.Web Site. .. ��' --� / SURVEY LEGEND _ _ _ _�- I - 12)Hauge hes not been staked at Me lime of this certification. __ j O• CAST IRON MONUMENT N A/C UNIT I I BITUMINOUS _ ----- ---f?-- --� / ■ CATCH BASIN ICI CABLE TV PEDESTAL OTR CABLE TV Hardcover(Tier 1) d FLARED END SECTION m ELECTRIC TRANSFORMER CONCRETE CURB ti Lot Area =62,242 S.F. E'4 GATE VALVE 43 ELECTRIC MANHOLE HoArea Area =5,919 S.F. (+111'WIRE m ELECTRIC METER CONTOUR EXISTING --IL, ` Stoop Area =282 S.F. V HYDRANT O GAS METER �-�CONTOUR PROPOSED -Proposal Oats Lawton (p r ! Sidewalk Area =111 S.F. 0 IRON PIPE SET ® GAS VALVE -OT-DRAIN TILE Driveway Area =6,197 S.F. • IRON PIPE FOUND GUARD RAIL -tic-ELECTRIC UNDERGROUND .-I k/e� Retaining Wall =84 S.F. Cl LIGHT POLE N HAND HOLE -x-o-FENCE Pool Area =2,930S.F. tT c POWER POLE 17 SOIL BORING -r0-FIBER OPTIC UNDERGROUND --1 + wee rI p BS c Total Impervious Area a 15,523S.F. ® SANITARY MANHOLE TREE CONIFEROUS -us-GAS UNDERGROUND .�yY N Coverage e24.94%(25%Max) O SANITARY CLEANOUT TREE DECIDUOUS -auOVERHEAD UTILITY _! N 11 e�Jin 1 a SIGN tD TELEPHONE MANHOLE 1 1 I 1 1 I 1 I 1 RAILROAD TRACKS OBITE • , �11.e . V •- L' GROUND ELEVATION ED TELEPHONE PEDESTAL -x SANITARY SEWER S t t'u ,x Proposed Elevations ® STORM DRAIN c1==..-TRAFFIC SIGNAL -xx-STORM SEWERtie Proposed GarageFloor Eevtian =952.0 A .. 4 1 M !MM GaragePreened Top of Fou Jason Ebvallon =952.4 ® STORM MANHOLE 4D UTILITY MANHOLE -TELEPHONE UNDERGROUND A A Proposed Basement Floor Elevation =943.0 -°T° UTILITY U - NDERGROUND E r5_ w r Proposed Fret Floor Efetio van -I=954.4 0 YARD LIGHT m UTILITY PEDESTAL = l Resulting contour =948.6 WATERMAINl __. _ \_ FIELD CREW NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I hereby certify that this survey,plan or report was prepared by mem under TWP.117-RGE.23-SEC.05 %1011 RLS 2-17-14 Revised Bulking Location added Pool Area INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT my direct supervision and that I em a duly Licensed Land Surveyor under the EE'S 01>4 HENNEPIN COUNTY FILE NO DRAWN BY _ 2 MNK 2-25-14 Revised Per CityComments SATHRE-BERGOUIST,INC,.' EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT laws of the State of Minnesota. F� BOOK xxx/PAGE xxx • CERTIFICATE O F SURVEY 5035-092 _ RLS 3 MNK 3-03-14 Roomed House Leymuf SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-BERGOUIST,INC.OF ALL RESPONSIBILITY. Dated thi y'of February,2014. .I CHECKED BY 4 MNK 3-13-14 Revised House Layout 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 O RO N O, SATHRE-BERGOUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m LDK BUILDERS, INC. RLS 5 MNK 3-28-14 Revised Per City Comments USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `gyp MINNESOTA DATE FROM ILLEGITMATE USE. Rory L.Synste Professional Land Surveyor .o, pcf,0I ,1 2-17-14 Minnesota License No.44565 o SMH p Rim=935.7 0_ Inv --923.88 C o S I :3 c i - c I O i ..p:-� C a- =3' a. .. s I IOHU'" Found Rebdr 0.04 NWof Corner 91 X �TT�� Drainage and Utilij 0 . , 6'0iZl 6'c3p I IStreet Easement - Per Doc. No. � 3429961 - /0 IN, .. U .- Lj r 22: h Found IP Marked 16456 0.3 So9L. 0.75 West of:Comer M, ,........Hort westCar-n�r•of L°.t..:(D...,. : 3 A � \ a : s 5 \• 0 X x � _. Found IP Marked 16456 0.1 South 0.9 West of Corner - � � :\ � .:. p - ._ �9' �"•V , g d „ O , s 5 ffli � 19.nE 284.15 Drainage and Utilit Easement Per E1ac,, No. 3239208 I $ 0 \ a O / 5 9 9� �- p pie V\\< �h ............. - .�b e I J 4,10-1' a!5 O / 0 s�. t0 / �5 �';a3 PROPERTY DESCRIPTION Lot 9; and that part of Lots 10, 11, and 12, Block 1, HILLSIDE PARK, according to the recorded plat thereof, Hennepin County, togE ther with that part of the vacated alley adjoining said Lot 12, lying East of a line described as commencing at the Northwest corner of said Lot 10; thence on an assumed bearing of North 89 degrees 57 minutes 07 seconds East along the North line of said Lot 10 a distance of 307.00 feet to the point of beginning of this i:ne to be described; thence on a bearing of South to the shoreline of Lake Minnetonka and said line there terminating. NOTES: 1.) Site Address: 364 Westlake Street, Orono, MN 55356 2) Gross Land Area: 62,242+/- Sq. Ft. or 1.43 +/- Acres (calculated to OHWL) 3) The current Zoning for the subject property is LR -1A - One Family Lakeshore Residential - 2 Acres per the City of Orono's zoning map dated March, 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from Section 78-305 found on their web site on the date of 12-31-2013 and are as follows: Lot Area: 2 Acres; Lot Width: 200; Front Yard Setback 50 feet; Side Yard Setback 30 feet; Rear Yard Setback 50 feet; Structure Height (max.) 30 feet.t Please note that the general restrictions for the subject property may have been amended through a city process. We could be Lnaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Admini&rator for the current restrictions for this site. Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all e; s inp utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserv3 any and all existing utilities. 4) The Property in contained within Teir 1 of the Stormwater Quality Overlay District per the Stormwater Quality Overlay District Tiers Map Dated 4-19-13. 5) The Property is contained with the Stubbs Bay Drainage District Boundary per the Drainage District Boundary map dated 11-30-10, and does not appear to be within a buffer area of a wetland. 6) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 7) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 8) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 9) A title opinion was not furnished to the surveyor. 10) Proposed grades shown adjacent to building foundation refers to top of black dirt. 11) We have shown the proposed location of the sanitary sewer line and clean outs for reference only. The sewer line must be designed and approved before excavation or construction. . 9 F N U ////h .... .........,i / Y y ..... ...,,:..,..,,... rn / / � y /.�Y Y X 011 44 1 I t o 9 0,,.,.�• � r CJ...:....,.ev0 V :i{, / •,.i Q' 05 0� J ,., �. ,. , moi,•, y O� I � Ao °.... X i _.. - ,d.. W43. V --. 4,A Or �.... I Ln I ; I 1 /y `r PROPOSED SILT FENC O- j, Bearings are based on the Hennepin County 0 Coordinate System (NAD 83 - 1986 adj.) _.... ;' ..........: . 20 10 0 10 20 40 X o 1 SCALE IN FEET I I i =5 BLOCK 01 ' (- j y I o I L V I I I I `i89°21' 19"E 99.25 I 40 Q 11) Benchmark: Lake Minnetonka Water Elevatlon = 928.54 Feet (NGVD 1929) Per Mlnnehaha Creek Water Shreds Web Site. NO. uR EY LCVCND SURVEY REVISIONS l\ 12) House has not been staked at the time of this certification. � R U � s S �`, `° o N fl �, "'f � 0ti FRS POP SATH RE-BERGQUIST INC. ( ,) 150 SOUTH BROADWAY WAYZATA, MN. 55391 952 476-6000 TW .117 - RGE.23 - SEC.05 CERTIFICATE O F SURVEY �������� LD K BUILDERS, INC. MAY 2 9 2014 Oti.Si� xxx 2 MNK 2-25-14 Revised Per Cit Comments PIN COUNTY OO CAST IRON MONUMENT ❑A A/C UNIT x BITUMINOUS V ® CATCH BASIN © CABLE TV PEDESTAL GTv - F r`, Hardcover (Tier 1) Offset Irons a FLARED END SECTION [0CAgI ELECTRIC TRANSFORMER CURB (elevations are to the top of pipe) D4 GATE VALVE LO ELECTRIC MANHOLE N CONCRETE. Lot Area = 62,242 S.F. OS #1 = 953,27 OS #2 = 992.89 < GUY WIRE EO ELECTRIC METER CONTOUR ExIS T ING House Area = 5,919 S.F. OS #3 = 942.94 OS #4 = 939.96 �Cf HYDRANT © GAS METER C CONTOUR PROPOSED Stoop Area = 282 S.F. OS #5 - 944.10 OS #:3 w 945.12 y Sidewalk Area = 111 S.F. O IRON PIPE SET © GAS VALVE DT DRAIN TILE E Driveway Area = 6,197 S.F. • IRON PIPE FOUND GUARD RAIL Esc ELECTRIC UNDERGROUND Retaining Wall = 84 S.F. (� LIGHT POLE [] HAND HOLE -X-X- FENCE Pool Area=2,930S,F. 71) POWER POLE sB SOIL BORING FO FIBER OPTIC UNDERGROJi' D Total Impervious Area = 5,5 .F. Os SANITARY MANHOLE TREE CONIFEROUS GAS-- GAS UNDERGROUND Coverage = 24.94% (25% Max) ® SANITARY CLEANOUT TREE DECIDUOUS oHu OVERHEAD UTILITY SIGN D TELEPHONE MANHOLE RAILROAD TRACKS f?,725 GROUND ELEVATION ❑T TELEPHONE PEDESTAL > SANITARY SEWER Proposed Elevations Asbuilt Elevations ® STORM DRAIN - TRAFFIC SIGNAL -> STORM SEWER Proposed Garage Floor Elevation = 952.0 Asbuilt Garage Floor Elevation = 952.4+ 0.33= 952.7 (Not Pcured) OO UTILITY MANHOLE TEL TELEPHONE UNDERGROUNI Proposed Top of Foundation Elevation = 952.4 Asbuilt Top of Foundation Elevation = 953,1 sT STORM MANHOLE Proposed Basement Floor Elevation = 943.0 Asbuilt Basement Floor Elevation = 944.3 � YARD LIGHT DI UTILITY PEDESTAL uTE UTILITY UNDERGROUND Proposed First Floor Elevation = 954.4 Resulting contour = 948.4 X972 5 FOUNDATION AS9U€t T ELEVATION WATERMAIN Vacated Alley Per .Doc. No .2711665_ as. _ i i rr / / FShowa.,ora,-Count„Half'.an.MepPn9 ` i Y i rti v� ry i I Proposed Dock Location FIELD CREW NO. BY DATE REVISIONS l\ I hereby certify that this survey, plan or report was prepare., ley Y e or under m direct supervision and that I am a dui Licensed Land 5urve or under the laws of the State of Minnesota. Dated thi y of February, 2014. � R U � s S �`, `° o N fl �, "'f � 0ti FRS POP SATH RE-BERGQUIST INC. ( ,) 150 SOUTH BROADWAY WAYZATA, MN. 55391 952 476-6000 TW .117 - RGE.23 - SEC.05 CERTIFICATE O F SURVEY �������� LD K BUILDERS, INC. MAY 2 9 2014 Oti.Si� xxx 2 MNK 2-25-14 Revised Per Cit Comments PIN COUNTY DRAWN BY 3 MNK 3-03-14 Revised House Layout XX/ BOOK XPAGE�. XXX RLS 4 MNK 3-13-14 Revised House Layout O RO N C) MINNESOTA x CHECKED BY 5 MNK 3-28-14 Revised Per Cit Comments V DATE 7 BDH 5-2-14 House Staked in Field Rory L, Synste ' n, Professional Land Surveyor Minnesota License No. 44565 y l , 1 s�I N �,o- s --1 `�� t/{ SITE;a.� 9 q • ��--_ T A' r i T 4 ac • Y C y C s; Rrsy M A L J� A P E, A� •I. FIELD CREW NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF ON INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY :SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I hereby certify that this survey, plan or report was prepare., ley Y e or under m direct supervision and that I am a dui Licensed Land 5urve or under the laws of the State of Minnesota. Dated thi y of February, 2014. � R U � s S �`, `° o N fl �, "'f � 0ti FRS POP SATH RE-BERGQUIST INC. ( ,) 150 SOUTH BROADWAY WAYZATA, MN. 55391 952 476-6000 TW .117 - RGE.23 - SEC.05 CERTIFICATE O F SURVEY �������� LD K BUILDERS, INC. MAY 2 9 2014 FILE NO. 5035-092 xxx 2 MNK 2-25-14 Revised Per Cit Comments PIN COUNTY DRAWN BY 3 MNK 3-03-14 Revised House Layout XX/ BOOK XPAGE�. XXX RLS 4 MNK 3-13-14 Revised House Layout O RO N C) MINNESOTA � CHECKED BY 5 MNK 3-28-14 Revised Per Cit Comments RLS 6 RLS 4-8-14 Revised Per City Comments DATE 7 BDH 5-2-14 House Staked in Field Rory L, Synste ' n, Professional Land Surveyor Minnesota License No. 44565 y 2-17-14 8 EMW 5-21-14 Foundation Asbuilt & Grade Revisions f••1 01 t\ 1 n• I I w I