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Home My WebLink About2017-01606 - new structure CITY OF ORONO 1 1 11 1 111 1 11 1113111111111111111 * 2017 - 01606 * 2750 KELLEY PARKWAY DATE ISSUED: 01/19/2018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 1525 LONG LAKE BLVD PIN : 35-118-23-22-0002 LEGAL DESC : ALBEES LONG LAKE ADDN : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY VALUATION : $ 627,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,SEWER CONNECTION,WELL(STATE), ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,296.67 PLAN REVIEW 576.12 LDK BUILDERS INC STATE SURCHARGE(VALUATION) 313.50 8242 125TH AVE MILACA,MN 56353- TOTAL 5,186.29 (612)685-9066 Payment(s) Minnesota State License#: BUIL-1327 CHECK 58753 5,186.29 OWNER TAMOSUINAS,LINDA 430 PHEASANT RIDGE ROAD WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ' ./ ---/ S D LA AIic Permitee Signature Date Issued By inature Date Builder Acknowledgement Form Permit #2017-016065 Long. Lake Blvd Builder Representative Name: Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be LD issued. Schedule a minimum of one hour for the framing inspection. L2 Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. ( A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site. The property owner shall be responsible for cleaning and 1 �i repair of roadways for any adverse impacts. �—�1 The retaining wall at the southeast corner of the proposed home is depicted at exactly 4 feet. Should the retaining wall exceed 4 feet in height a zoning permit is required to be submitted and approved prior to construction. A design signed by a licensed engineer will be required to be submitted with the zoning permit application. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate , Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\long lake blvd\1525\builder acknowledgement form 2017-01606.docx I y City of Orono 5J / Building Permit Application for New Structures or Additions ) /� /7 Mailing Address: Permit number: �, / 7-li/ J' 8:\j/4\ PO Box 66 _ yCrystal bay,MN 55323-0066 ` 4) Date received: - /�/q 7 -1 1 6 P' /� Received by: / / LStreet Address: �Jw \� (r))2750 Kelley Parkway C�}. \ Plan review fee: r3 /O Orono,MN 55356 ktsHos:t• Main: 952-249-4600 Total Fee: C7\0/7- Fax: 7\0/7.Fax: 952-249-4616 www.ci.orono.mn.us • mtJ , !) _Lik rl Alice 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: i 5a5 I GNC-) L-Ak-€ r (._\/ b Wiii this be a Parade of Homes, Remodelers Showcase Home or other Display Home? El Yes tA No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: r.`( ,gu . cam State License# 4,L-00 t3a.-1Expiration Date: v 3I2..0 iv, Phone: (cell) -j(03,. 9.4-1 6)OO 1 _.. _ (office) Mailing Address: j,4 1. taS city: ZIP: 5153 Contact Person: G_A - t .2 A___ Applicant is: ntract r / Homeowner (arae one) Email and/or Fax: _ PROPERTY OWNER INFORMATION: Name: �rarre_lI4. "w nr dj.-TR. Dz.-. ..s.t)ns.. Phone(day): (Q t,'2- ctO$,- ;3 a Address: ti 30 1�hE ASA*) r.6C ft- City:\ALN\"za 1F ZIP: S539( Email and/or Fax A b3-1 414z . G..0 L - coA,-- ARCHITECT/ENGINEER INFORMATION: Name: R_ 1 1 gN/CL.2 Phone(day): Rol__sa, - ,a-1yL ZIP: Address: 90 (1�oty i Cil,-A`c' Email and/or Fax: ?i(i l.. Q ( Ai c.. (aM — PROJECT INFORMATION: Descri.tion of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ,New Construction A Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage 0 Deck c:4 Public Sewer ❑Accessory Building ❑ Single Family with 0 Office/Commercial E Relocation detached garage Residence 0 Private Sewer ❑Other:(specify) ❑Multiple Family/Condo 0 Retaining Wall(s) 0 Public 4-feet or greater ❑Public Water *'Any earth movement may require ❑Commercial ❑Storage MCWD review&permits. El Industrial 0 Warehouse Private Weil Mlnnehaha Creek Watershed District(MCWD) El Other.(specify) 0 Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952471-0590 Fax: 952-471-0682 www.mi nehaha c•k.or. Estimated Construction Valuation(excluding land) $ PIEC 1VED Packet Last Updated: August 2075 ge 21 DEC�� O 7 2 q0 7 CITY OF ORONO - - ii STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= 4o: L. Number of bedrooms= ! IiNood/Frame b.Width(ft.)-- jp'' -(o Number of garage stalls: 0 Masonry Areas in square feet Attached= g ❑Metal 0 Pole Bldg. c.Basement= Pi°11, Detached= D ICF d. 1e Story = /S)S ❑On-site Prefab e.2r4 Story= J ; ❑Off-site Prefab f. t4 Story = ❑Other(please specify): g.Total Area= 41 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not EnclosQd Applicable .. 0 Building Permit Escrow Agreement and Fees LZ✓ 0 Plan Review Fee Er 0 Completed Application Form 10' 0 Proposed Building Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set ®' ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements id" 0 Survey-2 full size,to scale(meeting ALL survey requirements) 0 Hardcover Calculations ❑ Ira' ----1 Septic System Certification Er- 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required O IB✓ Landscape Walls and/or Retaining Wall Plans ❑ lV Stormwater Pollution Prevention Plan(SWPPP) ❑ Access Permit ❑ gr.' Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: _.__ • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. r. t--- I� 11" Applicant's Sign A, .i __�_. _ _rte _ Date: /://(rey%7 Owner's Signature: �►,i. - Date: /e1/&.s/ .7 I Packet Last Updated:August 2015 Page 22 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS(,, Address: 152-5 Lut_ blvd Permit No.: 1011 - O1(JO(o Description of work: N fN You--' Date Rec'd: 12.'1 .11 jQst t(a I h ,11- -Pelt ot 040,U *more- 0/G a 44_ Septic review by: SC�/-{� Ar W CA 1 Date Approved: Zoning review by: C i 0) VA IDate Approved: I •17 ' 1, Building review by: 6C ,[ „(,,/, Date Approved: /`l(Q fA Grading review by: AA& ar121t C0 ! Date Approved: 1 ' 10' I Zoning District: 11-111' Zoning File#: I 1 - 5C1112(12 Resolution? Yes Reso#: ((25c64''Reso Date: I l •L5 1 7 Signed: Yes No Resolution/ NA Zoning: Lot Area: 135 SF 0 Width: Structural Coverage: 2-542-SF f tP, - % Survey Submitted: Yes 0 No Date of Survey: II' 15. ii Revised date(?): Landscape plan submitted? 0 Yes Landscaper: 0 No/ None proposed Proposed Setbacks: i F74(Lake) Re (Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See "building height" (a) 57:1 dfinition)� First Floor Elevation (from building plans): (b) q1$,(1)i Highest Existing ground level (per survey) or 10' above lowest ground level, (c) X12 whichever is lower: `� IJ Difference between (b) and (c)*: (d) DEFINED HEIGHT *If-higitest-existing adjacent grade is above FFE-Height is{a)-(d): -- (e) 3ii) *If highest existing adjacent grade is below FFE-Height is(a) +(d) Average Lakeshore Setback Shoreland District MCWD Permit Met? Bluff Yes 0 No Permit Number: I 1 —(p f a ,Yes 0 No 0 N/A 0 Yes 0 No 0 N/A-see attached , Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) _ (% and sf) ,0 241,VP/Co 7Yes 0 No 0 Yes o 02 3 4 5 1 Y-10 $q'3 Ype(s) Type(s): gegf`lard .1t'' -• Look dill, t vats 1 Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO :' ,i';114,V: Plan Review Investigation Fee V '`'� SAC–NO�,�#- K -... 44?i:�it�t�r �'I'i11{i µ6 .J , �2� d Other(specify) 1/'• Square Footage $ per Square Footage Basement 4r /y.9(9 X 16 3- ? = $ /cif pip,SO 'ioteff 41-vn /08 X 6-7•ef�. _ $ `144.1 .56 / i+-2ndFloor /61c /�—//Z O X 109. (2z, = $ Z.i)*�5t�z�5' ¢ ,,J Garages ��cGR «l8 �g� c X l� = $ / G g. 119. P8 Estimated Construction Value: $ -1000 Orono Inspections Required Work Requiring Separate Permits ooting 0 Site , Plumbing 0 Grading/Filling IIK Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace 0 Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection lir Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation "ICAs-Built Survey Final O Lathe Required State Permits O Other(specify) Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx RECEIVED ¢oho\ City of Orono R JAN 0 a 2018 Hardcover Calculation Works ee Ir_ ` 1 CITY OF ORONO \ ;' Property Address: 1525 Long Lake Boulevard �. , �`\�rFSHowE1 Prepared By: Sathre-Bergquist,Inc. Date: 12/14/2017 SB Job Number: 5035-168 Prepared by: BRV Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) _ A House(to be removed) Misc. 0 S.F. B Garage(to be removed) 12.2x20.2 0 S.F. C Driveway(to be removed) Varies 0 S.F. D Concrete(to be removed) Varies 0 S.F. E Garage Stairs(to be removed) 2.9x11.5 0 S.F. F Wood Ret Wall(to be removed) Varies 0 S.F. G N.House Stairs(to be removed) 5x4 0 S.F. H Concrete Ret Wall(to be removed) varies 0 S.F. I Paver Patio(to be removed) 8.8x15.5 0 S.F. J S.House Stairs(to be removed) 4x13 0 S.F. K E.House Stairs(to be removed) varies 0 S.F. L Concrete Walkway(to be removed) varies 0 S.F. M New House varies 2284 S.F. N New Stoop Varies 42 S.F. O New Porch 12x18 216 S.F. P New Sidewalk Varies 154 S.F. Q New Driveway Varies 1131 S.F. R New Deck 10x8 _ 80 S.F. S Concrete Pad 4x4 16 S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Proposed Hardcover 3923 S.F. Excludable Har cover(See City Code Sec 78-1684): K Deck V) S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover _ ,-IOU O S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] g�j S.F. (4)Total Lot Area 15482 S.F. Proposed Hardcover Percentage((3)+(4)] 24gr % 21 g go I-n.Ict This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information CIM contrained contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. l • City of Orono vs)A'� Hardcover Calculation Worksheet Property Address: 1525 Long Lake Boulevard • Fjd- Prepared By: Sathre-Bergquist,Inc. Date: 9/8/2017 SB Job Number: 5035-168 Prepared by: EJ Wirtz Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:EXISTING HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House Misc. 889 S.F. B Garage 12.2x20.2 247 S.F. C Driveway Varies 222 S.F. D Concrete Vaires 110 S.F. E Garage Stairs 2.9x11.5 34 S.F. F Wood Ret Wall vaires 12 S.F. G N.House Stairs 5x4 20 S.F. H Concrete Ret Wall varies 5 S.F. Paver Patio 8.8x15.5 139 S.F. S.House Stairs 4x13 50 S.F. K E.House Stairs varies 37 S.F. L Concrete Walkway varies 105 S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. 5 S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Existing Hardcover 1870 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Existing Hardcover[Subtract line(2)from line(1)] 1870 S.F. (4)Total Lot Area 15482 S.F. Existing Hardcover Percentage[(3)+(4)] 12.08% % (Proposed Hardcover next page) This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. Christine Mattson From: Adam Edwards Sent: Wednesday,January 10, 2018 8:57 AM To: Christine Mattson Cc: Roger Peitso Subject: RE: 1525 Long Lake Blvd/#2017-01606 Chris, I've reviewed the subject Grading Plan and stamped it approved with the following comments. 1. A separate utility permit will be required for the sewer disconnection and connection. 2. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. 3. The retaining wall at the south east corner of the proposed home is depicted at exactly 4 ft. Should the wall exceed 4 ft a design by a licensed engineer will be required--Walls greater than 4' in height must be designed by a licensed professional,and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. 4. Special care will need to be exercised in constructing the drainage pattern on the west side of the property to ensure that run off is not directed onto the neighboring property. Adam From: Christine Mattson Sent:Tuesday,January 09, 2018 2:42 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: 1525 Long Lake Blvd/#2017-01606 Adam, We received a building permit application for a new home at 1525 Long Lake Blvd that went through the variance process. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 55356(physical address) PO Box 66 I Crystal Bay MN 155323-0066 (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 i rv � December 12, 2017 VV‘id1/4\.. Greg Kuperus LDK Builders 8242 125th Avenue Milaca, MN 56353 Re: Building Permit Application#2017-01606 1525 Long Lake Boulevard On December 7, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey dated 11-15-2017 was submitted with the application. Please address the following: lAr. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor show the point or spot on the perimeter of the foundation where the top of foundation elevation is in reference to. Please note, we expect the location to be consistent when submitting the foundation as-built. The stoop shown on the survey is larger than the stoop shown on the variance approved survey. The larger stoop encroaches into the rear setback and therefore must be reduced to the original approved size. The deck on the survey is proposed smaller than the deck shown with the variance application. Please confirm if this is accurately shown. 1.. r;1. There are no stairs shown from the deck the ground. Please clarify if stairs are proposed. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards(enclosed). Please note,our engineer has not reviewed the survey,so additional comments may be forthcoming. Building Plans. The building plans show a 7'-6"wide doors to the "under garage storage". According to City Code Section 78-1683(2), all garage doors require a minimum of 12' driveway. Either provide updated hardcover calculations incorporating the minimum of a 12'wide driveway to the doors or adjust the doors to be no wider than 6'wide. 3./Building Height. The house is currently measuring 31'-6"where 30' building height is allowed. Building height �/ is defined as, building height means the vertical distance between the highest existing ground level or ten feet above the lowest ground level, whichever is lower, and the top of the cornice of a flat roof, or the deck line of a mansard roof, or the uppermost point on a round or other arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes which elevate the adjoining ground level above the existing terrain shall not be considered in determining building height. For a pitched or hipped roof situation, regardless whether the highest living space in a building is a half-story or full story, if the highest living space contains windows (excluding skylights) the upper measuring point for defining building height shall be the median height of the top of the highest window and the highest peak of the roof. December 12,2017 1525 Long Lake Boulevard Page 2 of2 Our calculation is as follows: Distance Between First Floor and defined Top of Roof* (See "building height"definition): (a) 26.5 First Floor Elevation(from building plans): (b) 978.0 Highest Existing ground level(per survey)or 10'above lowest ground level,whichever is lower: (c) 973.0 Difference between(b)and(c)*: (d) 5.0 DEFINED HEIGHT *If highest existing adjacent grade is above FFE Height is(a) (d): (e) *If highest existing adjacent grade is below FFE-Height is(a) + (d) 31.5 The highest existing elevation we find is 973'. If there is a higher existing elevation, please have the surveyor call it out. Also, please provide us with a copy of your height analysis. \A. Hardscape Plan. Prior to the issuance of the building permit a hardscape plan must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the hardscape plan should also be reflected on the survey. Please address the following: a. A lower level patio is proposed under the screen porch, will the patio extend over to the lower level patio door? Please clarify the placement of the patio. b. Is there a landing proposed for outside the lower level patio door? v./ Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Please have the hardcover calculations updated to address the smaller stoop, lower level landing and/or driveway for lower level garage storage. Enclosed is a copy of the City's hardcover information packet. 6. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) 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 the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. 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 Christine Mattson Planning Assistant c via email Greg Kupers Darrell& Linda Tamosuinas Laura Oakden Bruce Lehrer Roger Peitso, Building Official enclosures Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. G-k Completed Application /Y Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment az eLa ell'74 11? (•k Building Plans (to scale) x2 Gv Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 j71/, Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating ( (,< the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding,this project. Signed by: : ? v 6-- Address: j/.5. -Address: JJ v15 - Permit #: AO/7 - 0/600,00 Packet Last Updated. August 2015 Page 2 2017 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 2017. 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 / „, tIgr 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: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Backfill Soil:Sand-30 psf/ft effective lateral pressure RECEIVED Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure DEC 0 7 2017 CITY OF ORONO I hereby certify that this plan,specification,or SITE ADDRESS' report was prepared by me or under my direct supervision and that I am a duly licensed rr / w professional engineer under the laws of the state Street: �J� �Nlr- 4-L"LZ of Minnesota. City: State: MN Zip: Craig Oswell,PE(MN#42341) 1/1/2017 Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 17:4P:: Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Scope of Work, Index,and Certification Phone:612-720-4639 I Mi4 Project# 16.100 Fax:612-886-2986 Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com ' '` Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S1 of S6 ,r'. • 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 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 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 may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 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. Osweil Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 it :74 Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: General Notes Phone:612-720-4639 e.:= Project# 16.100 Fax:612-886-2966 Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 o 1/1/2017 Adjacent steps are to be -- placed no closer to either side of the beam section than twice 6'-0"maximum ste J the height of the largest step (beam section) Optional control joint each end of beam section by others (2)bundled#4 horizontal bars top&bottom w/3"min I I clearance extended at least Maximum applied I 24"minimum beyond each end actual load=4000 plf of beam section(bar length= u - step height+4') uniform or 12,000 pound concentrated a E 6"minimum thick cast-in-place concrete foundation wall HIGH FOOTING i i High footing should be placed i at 1-to-1 (45 degree)line, if LOW FOOTING // high footing is closer to step i 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 Aye,#201 1., 7 r gill !II Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Step Footing Detail(NOT TO SCALE) Phone:612-720-4639 : •� Project# 16.100 Fax:612-886-2966 '� Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S3 of S6 1/1/2017 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 Optional slab ledge,maximum equivalent metal strap anchors stem height is 12"w/width to (Anchor bolt clearance between edge of both wall and sill plate is match sill plate to be 2") Grade to be at least 6"below top of wall (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 Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required 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,LLC. 1901 E Hennepin Ave,#201 . • Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Frost Wall Detail(NOT TO SCALE) Phone:612-720-4639 Mrs, Project# 16.100 Fax:612-886-2966 =: 1 Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S4 of S6 ;r ra . 1/1/2017 ., -Wall framing by others Sill plate by others w/1/2" diameter anchor bolts wl 7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") Grade to be at least 6"below top A of wall (1)#4 continuous horizontal bar wlin 18"of top of wall E6"minimum thick cast-in-place concrete wall N M #4 x 2'-0"long centered dowels w/5"minimum embed wet set or epoxy grouted in Footing elevation may vary below place slab, provide frost protection per 6"wall spacing: J �x t Code 32"o.c.max for sand &24" Y '} 8"thick x 18"wide minimum o.c. max for SC&clay Gam ) , `4 unreinforced concrete strip 8"+wall spacing: ; ..o„ footing (16"wide minimum for 48"o.c. max for sand,42"o.c. V. maximum unbalanced grade of 2'- max for SC,&36"o.c.max for fC 6"or less),larger footing width clay may be required 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 Aye,#201 ti'! It' 1, Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 ,. Description: Lookout Wall Detail(NOT TO SCALE) Phone:612-720-4639 r , Project# 16.100 Fax:612-886-2966 _,i! Client Name: Abfalter Brothers Concrete LLC www.oswellec.com K. Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S5 of S6 1 ,,, w;adiaififf 1/1/2017 Wood floor&wall framing by others Connection of floor members to sill plate r/ 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 Aanchor(Anchor bolt clearance between • edge of 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 provided the stem wall formed is at least 6"thick&no more than 16"high —Continuous#4 horizontal bars, provide t cat least(2)@ 8'-0"clear,(3)@ 9'-0" iv clear,&(4)@ 10.-0"clear,At = contractor's option: The lowest wall y horizontal bar may be omitted if(2)#4 U 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 V ZUnreinforced concrete strip footing per ,/ Code by others,elevation below slab may vary as required BASEMENT WALL DETAIL Clear Height and Soil Type Table Notes: Wall 8'or Less 9' 10' (1)= Unreinforced if concrete is 4000 psi or if Thickness Sandi SC I Clay Sandi SC I Clay 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" Sill Anchor S acin diameter expansion bolts w/6"min embed Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" (install in accordance with the Alternate 48" 24" 18" 36" 18" 12" 24" 12" 8" manufacturer's recommendations) Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 ':! 1 Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 g '4t Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 I ` l Project# 16.100 Fax:612-886-2966 a.; a;" Client Name: Abfalter Brothers Concrete LLC www.oswellec.com 43. Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S6 of S6 $ 7-7F 1/1/2017 e ...e..-.--- 2 7 nfr Vel WY2 yt„l o.l 74" paw >1 I A 1 , munna illi 'mIr ' Anum—mAmw 2 n___--4:0‘12. 0 .� , to ~ W ria O f'g,J>r pt;l,.r 6 s � " i ^ 1 0 t0 8 PfGr �cl GLciaC' _wt- m1 Z 1 T12.0 s S 1" .„( -Pc.o.,vr -16.>"------ . 1 • [44-514 4,-1 (- - J 1 % to" 1. S� 1204.S. pi.A4 L OJ I W n e.. h p tlo , S'' ea141zS t 03 ,� %-i , . Q . , 121N44 „0. 11..�-L L c7 0 • fr \\T . .G 8 ".z. 2! 6• 5 ( I m s 'T— 1 2.11 C:1 . ti a i F:1 • _ k 0 GAizn.& rot) ipA-ri17, I LLL�- ahs wasprepared plan,specification Larson direct supervision and t at am a duty`my L�2 s �^.o l.1Is �.a7�C $L V4 Licensed Professional Engineer under the . 1 Larson 84 South Lak�e DStructures,Inc laws of the State of Minnesota. O ilk.07,-1, t 812 747 Fl.34788 C f-•-' t- OK g v!L-V E S internetNglneering@comcast.nel l[-- �o I7Ucense#7831CommcomNo.`(, ,�-`g� .± , See Pis. P-114.4s •,[ , 40I 10 li, a6 ,1 .4 & 46 4,' 11Zv;::- 12.0 Psao1 1 - --- - I -----\\q- 70,..4,,,47 LISI 9 , TEE'L au cLc f eoN Nercrio ois noY PaEca F(J .0, �G / 5�((,c Eft, 4 4 cdatiea *My f"4& 4 . I 41110 i 4 A 44110 .1 4- i44120 1--- 444,-____ ..‘ 1 s .ZG! b" V a r '' 0 Pc_A-$-1 C pRe-Gp.S-r- LLLL whereby certify that this plan,specification Larson orrectrs was enfisioprot amy tis cA�4. LA-,� awn, u Larson t Peol eetya ,Inc laws of , of Mlnneso under the duly "2 d p 1 A�l-q Leesburg,FL 34788 L.g !L 0 rt.Deas 612 747 2642 �, r i�ineeringecomcaat.nef it -it,// - 017 Licenser/831 Comm.No. Co e 4 1.11 PPPPIr a I 1 I I el (.1 4 li �,�, A i I V: %." fid _ ' , , , , LLA ni I i II I I. \ , L-_-__ rs 47 4,t hereby certify that this plan,specification ober was d by me or under my �5"2s' �.. o NG 1-1%-f t 13 Lilo LL Larson P and that i am a duly under the 184Southrson Lake structures,Inc laws the S of Minnesota. d �►�o. Mil 6i2 747 'FL 34788 G%1/3" - Gci L-19 I L 13 v l L 0 gFZ..$' C.Lweal Internolongineoringecomeastnet /-2 4-10 i7 Liedb Mal comm.Ho. (i. ;L 9 1 3 -. - —_-_---, r oG. _,.._-. 1 4 A l•.- { 4s _ a �' ,,1 _N._ 1 i ..s .. r_ cp., 4...... ; \ s = N 1 - 0 ``I I `1 < : j Z 1-• ii �cav v Qep } " 4. e.) �' h a V a %-.) kr3 r 4 �. A t 1t 1 i1 • L4/ j (,7-- ,,X / T a I ;IN.I.1091j A.,:l/2jR/1 t yZ//3,7:67---- Q . r ii..... I hereby certify that tilts pan,specification 152- L- LpYl SLS or report wasp_prepared by me a1 under rov 11-- Larson direct super vision and that I am a duty Licensed Professional Engineer under the °Re,1.f b, LA Larson Speciaiiy Structures,inr: IMF loffiiv.State of Minnesota. - +- - Le South Fake Drive ()/f/`_.,.L_ efr1 0-. L(Lu Cif t-O�4 Leesburg.FL:i47��) ►'l �!'v 612 747 2642 Wayne t: .son L r . 8 internetengineeringwcamcast.nei CateIf-2 -2v '7 License.7:7831 Comm.No. , 1 tri, .S 1. J, -- .Zit \ R "MOW .. n fl q.v. d a --) 1\.). '2 " �/ „ �- ,... .w " Z ›i 0 , g i gr :, \N.,,,,,--v"J . z . .z____ _v_ %.r . .L1 i.i...: cs. ,7,=....1.,... . c.,•3 • ,., ......"„ .., I,4 , VI L'E" J wiry ir+,yy %.A. ,. .....‹ a9 ;E • LLLIy y that this plan,specification or report was prepared by me or under my C i i S L•oAib Ln.1cE L Larson direct supervision and that tam a duly 13Lyd Licensed Professional Engineer under the C) fl aN MALarson Specialty Structures,Inc laws of the State of Minnesota. �. 184 South Lake Drive Leesburg,FL 34788 _ /j 7-r`-- Z--,011 !J J 11„Y,v�z f int 747 2642neeri @comcast.ne# Date !- 0/7 License#7831 I Mns comm.No. l( �G S 5 X t--.1.41. VkJ t J 0 cc) a . - G 2 �' �' a. ,� 1 • Mkt ., 41. a. NAE,, \ \A\ti NA • t ....I I �- 4 . d. ct 0 .. .----\ {-\61 4..zr / s N 0 f\ .., N . 0 \..) W. •rim r • -, 4 . o �, o0 �'¢I � i rL- r v k' ` d q) ----- "J----- Id.. l herebY ceertifYthat this plan,specification L Larson or report was r d by me or under my 1 �2LI),. y L�ae gun direct suupProfessional ery ion and that I am a duly Larson Specialty Structures,Inc laws ofState M under the �j 4,la p , �lrl 184 South Lake Drive Leesburg,FL 34788 e ,,jL„- 1_ 0.e & t l- otex 6127472642 Intemetengineering@comcastnet D /I-*7c,t7 License 4f7831 comm.No. ((, 56.0a I b i I _ L 1 fri . 1 J t= , 0 4 3 , . 10, si 1 A J, 1,, ..1 I_ c4 e. -b r G,) I H \ .-. I )13 .. 3 9 Ci f 1 0 _ - Vg x Q 4. 9 • R o • i ....., "4si -, - - ,\\::- ,,,, „............... aw. a a I IA VA -o �.1 0VA J : o 4.- 0 LLL I hereby certify that this plan,specification or report was prepared by me or under my (5'2 5 • .c �Z L.p, , L Larson direct supervision and that l am a duly Licensed Professional Engineer under the L ar SouthSpecialtyS ctures,Inc laws of the State of Minnesota. 12 d+-10 �-( Leesburg,FL 34788 way e+j`' L- 0•!C 13..,c t_p E1Z 612 747 2642 Internetengineering@comcast,net Date 6(-.{-1- c Li #7831 Comm.No. 1 L 5-4 fs' I 7 • STRUCTURAL NOTES 1. DESIGN LOADS: Roof Live Load=40 PSF. Garage Live Load=50 PSF Floor Live Loads =40 PSF 2. FOUNDATIONS: a. ALL FOOINGS SHALL BEAR ON NATURAL UNDISURBED SOIL OR ON COMPACTED GRANULAR FILL.ALL FOOTINGS ARE DESIGNED USING AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF. b. WALL FOOTING ELEVATION CHANGES SHALL BE STEPPED AT A RATIO OF 1(VERTICAL)TO 2 (HORIZONTAL. MAXIMUM VERTICAL STEP SHALL BE 2'0" UNLESS OTHERWISE NOTED. c. ALL EXTERIOR WALL FOOTINGS SHALL HAVE A MINIMUM SOIL COVER OF 3'-6" MEASURED FROM BOTTOM OF FOOTING UNLESS OTHERWISE NOTED. d. PROVIDE A 6"GRANULAR BASE AND 6 MILL POLY VAPOR BARRIER BENEATH ALL SLABS ON GRADE. THE VAPOR BARRIER SHALL BE PLACED DIRECTLY BENEATH THE SLAB.SEE ARCHITECTIRAL PLANS FOR OTHER REQUIREMKENTS. e. REINFORCE SLABS ON GRADE WITH 6X6'-10/10-WWF UNLESS SHOWN OTHERWISE. 3. CONCRETE: F'c=3000 STANDARD WEIGHT INTERIOR SLABS AND WALLS F,c=3000 STD.WT.AIR-ENTRAINED GARAGE AREA F'c= 4,000 STD.WT.AIR-ENTRAINED TOPPING IN GARAGE F,c=5000 OR 2500 WITH APPROVED ADMIXTURE FOOTINGS 4. FOUNDATION CONTRACTOR TO COORDINATE AND VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. 5. SPECIAL ATTENTION TO DIMERNSIONS AT LOCATIONS ADJUSTED FOR NSULATION. 6. FOUNDATION CONTRACTOR TO COORDINATE AND VERIFY TOP OF WALL ELEVATIONS WITH THE FRAMING PLANS AND ARCHITECTURAL PLANS. 7. ANCHOR BOLTS TO BE IA INCH DIAMETER AT 4'-0'ON CENTER UNLESS NOTED OTHERWISE. LLI hereby certify that this plan,specification L! !arson lreport was prepared by me or under my . or i '2s �.oa«. cap �l�a di and that I am a duly 0 Q Larson Srofessional Engineer under thea , l J iLak•Drive Leesburg,FL� Structures,Inctnlaws of State of Minnesota. �ON. 6127472642 788 �G'� L....0(1 go Lae---FS internetarginewring@comcast,nel Date l -2.440 Licenser/831 Comm.No. 1,cc.g - 23 , . • /1\111- r A.7 _ _ - w —_ ' — _ — —ii .orr------- - ii_►aa — oai.00— s sr— auagNas4.i-1vs—--r —ia.s._- 1.- -1---s __ , f , . 1 Pt I 1 ! (I) __I___ •i_____•,_____ 1 ........ 1....:-- i ----—--, - L — —_ _ -T I.''t }� C'C,- OM1'J.K• ��• 1 .. ♦ t T 1'L fro,a,:sM ) : r.1 ' i- < 2 it!! 1 I• -, y s pox; II.,,,,,s IF 4 4� p ' I r - • • • • . ,,. ,.. F , . .... 1 k . s o - �..AI.— � --1 .4 T" <143 o - . ' ! . f I �t . 1 • LS- it4 dr ! t $ ._�- - s - • .. s 11 f o� fir._ 83 . -� 'b 1_, i :::. _ _ __,,,,,, ,......•_, 11.. EleStiLmin a V5 - - 0 • .- ft-41 la t 70-A*sp.& £. {, - •rotaq 1Z11.1 i VA •ft::7':i •Z } .396- 'Y I. t :.:.„ .. .1.-F $y . !: ¢•� ,cl 8� 1 V ..... yFo 's �; W jam' S pF en.9 • 11 guy ' �!� rw O ~O• 4 1 (swap i n F 'S�� IIII 3g13. p • =w Ili. snomm.rmace..amesee- I -. 7. N i • et �i d i =.z ` 4� .� �. ' w to I 1t ..s •. ,.fie L v 1 ti I. is 0M� (044) likt°*" • 411111, MA/v 01.00 r0, suavaN-.—of uila W A-r4 0. • L. 1 hereby certify that this plan,specification` L .arson °orreport was prepared by me or under my 152 s L-044 LiZiee �Lti ensecnsenrision and that I am a duly Professional Engineer' Larson Specialty Structures,Ina laws •• under the C�l2 i..../o li-{p�, 184 South Lake Drive Leesr612 7b4i7 2642.34788 "'''' C. . . , `- G fit= a Q. S. L� jj intemetsngineoring@comct� 11L nett _ – - 0 u- 1- comm.No- i t.64:.-71 f. ' 5 7f''17 "911/Al el.Z.2V20 `7.V I __ —1 N ) P� w. ? 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Jr-A '0 • .. / 1 : 7 _...)_A I g..... • '.• -. , .1 -I 5 , i SWAMI 411.107:* L 1 I, / _.1 ...4 r-,..-7.-,k.. 03 r i (9 b. I i . _I . I • V.) V V: II, Q. a ill i 1i i 1 0 . 3 6 - 0 • 0 . 1 i . • L 1 0 - L --;.-_,- _ I hereby certify that this plan,specification] IL or report was prepared by rne or under my L''›2 5- Lbt-i e- Lxve gcv 17 L. Larson direct supenrision and that I am a duly Licensed Professional Engineer under the 0 rz c,ea°. i_404, Larson Specialty Structures,Inc Inbuilthe State of Minnesota. 184 south Lake Drive Leesburla2L 34788 4-vice_ eeir.r/41.- Se- ael.6 aa0s.4-‘44.sts& _ 812 747 W%rne C.Larson internetengineeringecomcast.net Da* 1/.47-)-01:7 License 17831 Comm.No.I(,.6'4.7 I ..3 ' . . . . . . ... 1 1 i 0 to 51 Mil mr, if 4 / ____• ••••*. r— % 0 7 u ______4.________/ .1 Mir-11"-ii mom \.•a........ ; .. A -- 1 ":_;.? c4 6,.01 ----- :- \a/4 1 Nit _L-----.1 .... ......, i r N.1 ....._ , ,) 4,4 , . r in -__as, 0 , a - .....,--,\ , z.........."§ ,.... nit] . „, I r.I g i i lain,,, ils I IOW' 1 II 0 ,n , IM 1.0 illremmik — Iiii IF ,.1 \.1.1 1 11---i _.) 111=1 t. r II iii.-----4 II - ------1 ..... in .......__ 1 ,,,... - ii E_Ai E _ I.. 1 a:, 1 eq filthIMI • LI I hereby certify that this plan,specification tr. ..- . or report WM prepared by me or under my LS S) /..-eo la& c../ et gc.0 L.LLarson direct supervision and that I am a duly Ucensed Professional Engineer under the ,...11—A t..t ./ Larson Specialty Structures,Inc laws of State of Minnesota. ———— ' °--1`.. 184 South Lake Drive Leesbinfi,FL 34788 0*,-,4- t.#eg _______:zg.._._Ef...__e_____ke...t."( LA-PAA 612 747 2642 tarl irdernetenghteeringecomeastmet -W017 License.7831 Comm.No. (1, 5-ze 4. r , � '—,' — Porch Note : The roof and floor have sufficient diaphragm I is r capacity to deliver wind loads and racking , forces to the main house structure. ` g Adherence to Prescriptive Braced Wall '.-��, Milrequirements is not necessary. 'f No „ \,,,,., ...\\N:::\:\. I . ,,/ ' '''''N\N ‘Ns• N / \ N \ i : 1• , _____ \\ N\ ______I . ca.0•- 7 k_ ... _____ \\\\\I \dini kin 7: it ____— "' 1 euXgli II I Kji 11 Lidi 111 I ‘ - fill I I 1111 11111 / 0 0 \I / ' ry F t ; r-7 1 0 F 41 Ci4 I I P W __ 4 4 hi - - g 1 0 --71 1 ! \‘'d < v I I I i - - --- •••\14 p { ITt1 J L- i I 1 <=, r i ,_0 ........ will.,-/! ..i..7--,4 / , t E 1 l ..._...-----__-----.. =...11. _ Pili P �j#I I j 111 M111•1111..1 , 64 i._ ...- ��. PC- ' ier z I ill --1 MIPP....,.. r II 1� _ r- IN (!r ' � . , I 0 tin ) ----L-if I k‘lk)i.1 e( t I 1-1: Is i o ,,,„ , , s N w m ; V + /.___ I 4 t_ __i , _ , _ __ ��L t hereby cerlify that this plan,specification- Larson st A 5-Zs L�N� 4C "L1 Larson Licensed Professional Engineer under the b 12.d t_a ).-444.. , .- Specialty Structut�es,Inc taws f the State of Minnesota. 184 South Lake Drive Leesburg,t=1-34788 ,6 6127472642 G� l� s- SL u f�gel. L�µ{}42 Internetengineerin9@comaast.net .__?i-_2- _0217 Lime#7831 Comm.No.L t, 5-‘,7 I( to h 1 • i ..: 1 — , 6, r / r-----„, I -,.- -----,.--7--, -- ,m---, ..,,, //1/VH ( 1 / � I01 --.ac - _ / r.,Z ///:....e..:Z:)---....• ' 1 Z ‹/ - I el J b 7/'diku J \\.\\ 0 --.--,-- r___. y \ \ 1 .___:__:. ._ , . )1 1--- , \\\\\ i i \ i . ^ — — i 0 • LLLL i ►that this pin,scion � our L/W Syn, or tart�prepared by me or under my �S'Z s Larson directi on and that 1 am a duly umi,eEngineer under the p Structures,Larson Specialty 184 South Lake Drive Inc laws of r7State at Minn.Leesburs FL o�a, 0 if..34788 t° /40'1 ;=- Gl-fE0 1317-os. L gg 812 747 M2 ani.nyil14-D—e ' = it arnetengineering@comcastnoc Licenser � Comm.No. I (, 5c a 7 rrrr r----- 6-16d gN g �" 8d@3"ea.way I — o° °T. i:i Header-see plan to a B 1 t ' ' :: 2 rows 16d @ 3" Extended header — • 8 TIS . --- t _ t 3 N. Strap Oe(backside) Strap tie(backside) ----.•; . a - ; Simpson LSTA21 Simpson LSTA21 •' Blocking w/8d @ 3" • • Y,f I it _X.:" .I, : 24" f wall height� �01 In IMINI 7116"plywood or OSB O . P s g 0 J i ° ,i ipPlippr- 2 rows 8d @ 3" i�1 ds m e 3-16d Nall sole plate to Joist Rm AN Framing anchor per table R602.3 . Rio •R1� �'� g`� L° —.--;:--- USP MP6F or ��'1 c�'�� a 1 Simpson LTP4 or g RII ;Rim .-• lap sheathing min. —-- 9114"onto rim o g g1 .b — 8d @ 3" `t1 h� 1/2"D x 12"anchor -^ of ... bolts w/2"x2"washer- • ;�, min.embed=7" � `• •:de.. . = Masonry or concrete .� foundation a C 414 0,1 C ALTERNATE BRACED PANEL PORTAL FRAME PANEL 4 METHOD CS-PF f METHOD CS-PF rrrr. . 6-16d king stud to header N r _ " - 8d CP 3"ea.way Roof trusses a N N gu A _ ... . . . . !:! ie...-- Header-min.3"x Blocking 4'-0" i:i 11 1/4"-see plan, if required - R (g•N 0 is extend to corner 3 Z ii is T-7 Strap tie(backside) Stano stplesnailing �, _ :: USP LSTA24 or equal - .. 164©3" . IC'. '' Panel splice middle I 7/16"OSB or `a ry $ _�_E _:_C 24"of wall height plywood • cTi Blocking w/8d©3" See Plan 7/16"plywood or OSB V difl 2 rows 8d©3' 3-16d @ 16"oc :riw n 1 1 lEppiemee III * for 4'-0" 11111 MI -- 3-16d©16Floor trusses with ri 1 1 f 1 F F 1 114 V �� Framing anchor top ribbon or rim c �jlit 2aev ..LaimE,-2,:— LISP MP6F or Joist ii 1 . a Simpson LTP4 or Rim lap sheathing min. I. 4'-0" Al V — — —-O • 91/4"onto dm 01` Braced Panel g III 8d aQ3"at 8d©3"at A =Ili foundation wall foundation wall . , , ; , . , ( ` , s� Q111 414 P t) 1111 F •r � ALTERNATE BRACED PANEL ---1 STANDARD 4`-0"BRACED PANEL c __ 0 f 7 r` — CD4 METHOD CS-PF -� METHOD CS-WSP s 1 v • O L o m o $ co 132 g03 co c,0 F@)----1— Cl- _ al co 361a} & uad° Fs-N--5.—AT- Ja.I- U �r o � 0 Nc I � 3 n0P9 `oa W O -At111 Ifif.9.IP)Pe , a m 2 :- r 0 } L.LL I hereby certify that tis elan. cation.or retort VMS meowed 13"25 L o p,l G L.a.Xe 0 4Y t? Larson by me or under my dcect aumanistan and that t am a duly Licensed Larson S Professional Engineer under the laws of the Stale of Minnesota. pecia'ty Structures Inc 0 Qo O Prig NamWayne C.Larson fa G int s. Maw 61247-2642 cell Sll hue: `0'y,+G am^ ✓4µTif f.7Q4't I-4.446 4W intemetengineering a(comcastnet Date: I(--2/^yob �tttm t�,. j{$-(07 I license # 7831 UCJ 2 -•23 1 i • i;_ A r4,. --=-, F- 21 ....cs} W 111,1 c� � J 8 h __ 2� ".C.in co�c'. m ti® ®02 as Gerk e cg a CZ I F 1 ILI CO0 I E 0 _7___ A,' _. Tir _T - __tFlz , ---,i . i at m — , �, a d m m d 07 c as m � i i o. . 8 8 �� " 11, i L a. (I _.-._.. -_ 111111 . et -r. —en i !;F__ 1 i------ ,,\KI ( .1iA, • j a �X m ;4la. Lso r u. A i, W ( CO NI 2 O i k • f ��\ U d en hereby teas dad tie elan.medicare/I.or meat Ms meowed ALL Larson IN me orunder andaedsaaervisrarand uratramadNvliaresd Es2 l.•D�G a �,,,p, Larson Specialty Structures Inc vnatesdenal Engineer under Maks=ofdasgale arMinnesota QrzONd "�' . lar'aR dame: W e C.Leeson _. _. _ 6L-4 -2642 cel s Oabi- ER eitIca S.L..),-4E intemetenginessingecomcastnet ( '' _ __ _- --�t11 License#7831 Camitb. 11,i '4 7 1 l • • rrrr ..-r \�� 1- J d r l 1 r a IN \\If.. �`' N E. a g . = �� 3/4"OSB c ■�' __ — istsi , 12"d. hole V2x4 �f or plywood a /��'�'� i or less rt�I _t• .rte 11101 o g- . See < - 8d nails 1 1 a pia v� Plan Z �� E , . cat,: 1J l __,i ii4 ;C."5 • cI Blocking @ Cantilever (r Typical Blocking ll tt itsg,i'l s 8d @ 3"at 3-16d @ 16"at braced iiibraced panels — panels sole plate to ribbon 11 ami `e Sheathing �'\,E. splice 44 1 .g - 16d nails=141 lb each w for wind loads / Sd nails=94 lb each 8d@3"at braced panels ,%r' n 0 �``., I . i �' Floor truss-see plan P 0 4 8d @ 3"bottom - — tri ribbon to top "FVI';;�. 6 r plate liii� Q L l Double top plate or header C'. : 1 i '\ Nailing ©Braced Wall Panels R 1i f _ 1 taf,la INO- x I ii 1 N. 1 I - ;tip to pt, ... , 1 . . , .)// \ , V . , 1 I Z _ ____ _ _,/, / ,, • , , - / owlmmetlbeameglooloOMJ ' '....." 4 v o v s qi NJ q .1 Q' I I 4 X v, 1 • .: e t. ,... ...) 1 7 N N .r J q J tr n N ( Y NI 1;---r 44 .4) I I v 1 � 1 N I ft- )/ I _ I _ I r I h • • NOTE: - The balloon framing of 2x6 Timberstand studs on this side wall will deliver wind loads from the floor up to the top plates of the sheathed roof.The lake side window wall braced panels will therefore not have to provide full bracing capacity. The concrete wall on the lower level will act as bracing for the lower lake side window wall. The lower lake side braced panels will therefore not have to provide full bracing capacity. `) 1x u W6.LL ( sc.fz .- r Floc 1.4 /0o 449- d ,6�t..L LLLLwas canny 111111111119 erre or I.? c S Lo,-lo LAICc L3L.jp ' Larson �the I an a duty Ibigionur wider, he,��► Inc sof State ot�owe.ofa �tz�,�a . -c,.�. siL � O- e.,-„--.4„.._, SGu cjz t312as L. er inlernsiongbisswingecomeast.nees��a G -•" .7;7:5 d I I Menai 07831 comm.No. j 1.SL G J r3' 19 R t 1 . r ,?-- ZxIZ I w •I I INe• � Jii = J f 14 4 .... (.4 gi PI ;‘') *16 I 1 1111 I ii 11 I _ 1 I . rg_24t-z 1 .N Y si N Ci h h IIif 11 !! CO ((ct) rk-1-4- ‘1:14 A-4-g- g (.1z,a--&-t eo pp., 0rLL Larsonor ocolor I' 1 herd"codify that this plan,opecificsition' rs2`vanpremedb � mysLa �L, nt�o t ,nnaderte Sh inc �.,wof ; , QEo 0, LLZ o 612747 a.34789 4 , . . 41 _ '5C 44 vgg& l3go5. G-g-n-k f . 9 9®co 1 -•2oi7 L t. t CommNo. !l,6-t07 [ -10 rvi o d LJ�-J0 -,1 j - apSirl,z1 . 1 1 N:i %fir VI o I P. 0 i lull. M_ ' TR N.' nil. ..sz 7 , fp] , \, `fin 14."6n en 2 )°4..b X t/I fo 1 ..0I ,.. . : 441 .. Ar ..7$1 4,7( ...6 , , ' 111-3 _t5v . r 1 i• .it► 9xz_z ,1 -2/4477-2078 , ®, 'o s 411k •-.. _ K i L.p .ri i r 1 9 EP TPTI)13 E.P 99 (1) . i• O• Z 1 IZIC .n LIJ i.,••• CC •WI — r " 6 •_. i--- ._ _ i ur, D 0 ! — I 1 1 ef-X• 1 1 2-a/t Z..ay Maw (fit V 1 •-•15-0 VO OF i I , f, 7:1- l , ' 1 1 1 1 j ill Ka weepy NoTta Oratf a le ' -,,,j'- 1 ,--- -I ......, , 1 , , .--, BAIN 67' (1) TEPTTT 1) (1) I) i ...._ 1/4 ..,.— r,---' 1 . 1 I Zo; -'../.......10 • OWNERc......E SUITE . I :•.•,,, ,.. . - 1 i . 1 i 1, / I :91:Tr::04., r. rati......1'_::...1 !,..._ 0;,t 001 .L___,___„. f . 1 1 .- -- - , 1141714 .., it 7/12 • 4 1.9 I .1 .1 , 12/12 12/12 "' 1;:i %Pi , "-, . ',...Yams. : • ,\..." r 1 1 10/12 : • -. . 1 ' .. , ri yry i , 1 / _________,•,....._ a_. ......* • I i 1 t I I 1 i . \, 1 / 1 I •I 1 .. i:'-4./ I i I I 1 1 1 ; i I . r i I . 1:7 /I\ , 10/12 . 7 . rearm I • ' ''Z'.•••• ' 'awe awry 1 I • • -••- ' ' v iri - . .---- BEDROOM I , t...•••••jorielp. F ! caws,' • VI y: OM,/ 1 . . / \ , , \ ! r < ... 1.0./...0 O. -.. - (2) 1./) \ : 1 "? iu a. , ,.....•Art, 4 i j , .. -, '-"' • 0 0 a-0/6-1,TO Oa . -- , I •,•• r.., ......,o-E,Re_y_e-1.v, r-,...... ,-, a ' V ii- .— 12/12 1 12/12 r— 12/12- .-_- ..: . ,-.• ..,... , .f..... 0,7 /..• . 9 ILU ▪ > To EU ROOF PLAN UPPER FLOOR PLAN * 1228 S.F. - UJ SCALE 3/1.6'.f-0. SCALE:ve.1.-ce NOT INCL.OfEN TO DELOW RECEIVED :,..; ... 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W' GAMES I `••-•----------;, -•••-i.i.]:-.•••••-— AREA : i WINDOW WRAP TYPICAL DETAIL 1 ,,.. - :. '•;i., 1:1 1 j-17.kr wry/ • L__.... _____It•IL______ • . NO SCALE , } 1.. 1.. .,,, j''' -i 25 * , , '''" 'iW•,..•.1 4,--,T- .. t„'!"i 111 i. -.--z÷", ., , FAMILY ROOM msrm i ! 1... ....T Is P I I---- ' I • 'I -II•V-,'X.A,CI-17dV.;*;"'I1 1 11 ; 0 -'.',1 I M'\ .00.0 !i n!••••I ..• !-,Z,....,, ., !-,...xwas 0,..• ',::::I•I; '1'4.- "f 11 ',-- ,''',-'-,'' " ...1.";....:,..:::1:2''''''.. -,,. '- , , ., !v 1101/1-- Li 1 : L UNDER GARAGE STORAGE ?r , .;, , ----rems•Am. k ; ,,S. !!! -•-'I'I;... ! ;1!!1 kI \ !. ISANN____SS..r49„ I ; • ,'I!, '',t• .....14 ,.! 1 NotelerisSW:711" I .1,1' i: I I IMII \ *Ad fildl#11'11.4111*IT IA4.!•i, I1,1 1 I Mil /\4 , • ." i•,, 4...ctrodt TO 3 • 1 • , , _ ______•.. 7114114".41.1- 1-. ''' .• '..-_.7.--/L''-• ... :': ' - , I ,. '-' -I !,..,-;,,,:.r..,,„•!____i 7.. 1 i., . ., ,i..1............4 r!‘,--- I di•Td-WA/I.,-IIIIII:;- Tii,:t — - .-1-1"---------- :--- -rI ! ir r ' 1 ,1 ---; i ,:i i ,,11-1..:i,•: : --e .ic. E... Ig ii — '.,, '', E ' t,'.1 2"-!-_•-•-i:-. '•-•-_, a att VI% Pittarl"....=9X A I WA.ALLOW.110.446.-'I ' , 1 i4 : o , 1 , , !. T-W swarms . _____.,Ld1C•ONAdde i...I-1,,,NRINN N dm_.,— -f.J., 0...I Ma"4-"• ,, .. ' gni,fairifrt r.0:14 TONO4 2.' tdeiXACKIIVirt. LOWER FLOOR PLAN * 1490 FIN. S.F. o ALE ye-0-0' )0 00 -, PASSIVE!RADON SYSTEM ''..i. 2 /ZI NO SCALE ? 7!-- \.. F t Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 1 of 48 LPS 0 L I D STA RT•Project: LDK Homes Designer: Justin Spreitzer ,; .;,;;r,.➢; DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam A LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Upper Level 1 II1 LP .,. LP ..•. LP N 91/2" 1 SPF End Grain 2 SPF End Grain 11' / 1,3 1/2" 11' Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 1414 2791 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 1414 2791 0 0 Deflection LL: 240 Load Sharing: No Deflection TL: 180 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 46% 1414/2791 4205 L D+S Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 46% 1414/2791 4205 L D+S Analysis Actual Location Allowed Capacity Comb. Case End Moment 10790 ft-lb 56" 12245 ft-lb 0.881(88%) D+S L Grain Shear 3457 lb 10'1/4" 10452 lb 0.331(33%) D+S L LL Defl inch 0.407(L/313) 5'6" 0.531(L/240) 0.770(77%)S L TL Defl inch 0.614(L/208) 5'6" 0.708(L/180) 0.870(87%) D+S L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.206",Long Term=0.310" 3 Fasten all plies using 2 rows of 1Od Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 14-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 11 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to tre the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 heuactuai conditions of the structure for which this (888)820-0325 comcomponent Is intended.This analysis is valk only for the W W W.l R- trim likerhart pot nent is P p Copyright 2016 Al rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 6/30/2018 5etcad'!e Ofdet• LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructre Y I 1 Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 2 of pi LPS 0 L I D S TA RT°Project: LDK Homes Designer: Justin Spreitzer OE SIGN SOFT WANE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam A LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Upper Level ))( ._I C 1 SPF End Grain 2 SPF End Grain 11' Jr '1'3 1/2" 1-1' Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. Thus component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and fisted in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid Only for the APA:PR-L280,ICC-ES:ESR-2403, www.Ipom n �� Product hated. I/■, Copyright 2016 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000.Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by istruct'ar. l Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 3 of 48 yLP S 0 L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1 52 5 Long Lake Blvd. Job Name: Tamosuinas Resid. ww.r.e+isiii34 DESIGN SOFTWARE Orono, MN Project 4: Beam B LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply - PASSED Level:Main Floor 1 • • • • • • • • • • • • LP . • • • LP ,s. LP • �i . LP • 0 o i 1 SPF End Grain 2 SPF End Grain 18'6" y3 1/2" 18'6" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 916 1619 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 916 1619 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 32% 916/1619 2535 L D+S Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 32% 916/1619 2535 L D+S Analysis Actual Location Allowed Capacity Comb. Case End Moment 11252 ft-lb 9'3" 31083 ft-lb 0.362(36%) D+S L Grain Shear 2164 lb 1'4 1/4" 10707 lb 0.202(20%)D+S L LL Defl inch 0.282(L/770) 9'3 1/16" 0.604(L/360) 0.470(47%) S L TL Defl inch 0.442(L/492) 9'3 1/16" 0.906(U240) 0.490(49%) D+S L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.160",Long Term=0.240" 3 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 5-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 14 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user,s responsible to Nashville,TN 37219 re the accuracy of the input and the applicability to 800-879-8123 the actualensure conditions tea structureisis for which this (888)pcorp c 5 r kAllerharl component is intended.This analysis is valid only for the www.lpt:orp.com product listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2016 All rights reserved by Louisiana Pacific LADBS:RR-25783,Florida:FL15228 Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until 8/30/2018 feia"a the Crce'" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct"" � , I Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 4 of g8) 1PSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer oeslcN soFTwna6 Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam B LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply - PASSED Level:Main Floor 1 SPF End Grain 2 SPF End Grain 18'6" 3 1/2" 18'6" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to Nashville,TN 37219 re the accuracy of the input and the applicability to 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpR-L28om Iiimerhart product Fstee' APA:PR-L280,ICC-ES:ESR-2403, Copydght 2016 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000.Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructns Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 5 of 48 LPSOLID STA RT•Project: LDK Homes Designer: Justin Spreitzer ;:.,,;,�.,,,, Df SIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam C LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Level:Main Floor 3 i 5 4 -- - 2 1a • + A ' / 1_P 1.P H 117/8" Q ,O / 1 SPF End Grain 2 SPF End Grain 6'6" / / 31/2" 66" / Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3371 2862 1819 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 3371 2365 797 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 86% 2862/3893 6755 L D+0.75(L+S) Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 73% 2365/3371 5736 L D+L Analysis Actual Location Allowed Capacity Comb. Case End Moment 14953 ft-lb 3'3" 19902 ft-lb 0.751(75%)D+L L Grain Shear 5308 lb 1'2 1/8" 7897 lb 0.672(67%) D+L L LL Defl inch 0.076(U962) 3'3" 0.204(L/360) 0.370(37%) L L TL Defl inch 0.128(L/573) 3'3" 0.306(L/240) 0.420(42%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.052",Long Term=0.078" 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 6-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-0 to 3-3-0 20-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Point 3-3-0 Top 2685 lb 5117 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Continued on page 2... Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsile to ensure Nashville,TN 37219 the accuracy of the input and the applicability to 800-879-8123 the actual conditions of the structure for which this (888)820-0325 pAmponenis t .mended.The analysis is valid only for them www.lpcorp.co �� product listed. Copyright 2016 All rights reserved by Louisiana Padre APA:PR-L280,ICC-ES:ESR-2403, Corp.ala union St Suite 2000.Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 6/30/2018 tetodd the Order" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructr. 7 ' Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 6 of 48: LPSo L I D STA RT•Project: LDK Homes Designer: Justin Spreitzer ,,.,,,,.., DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam C LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED Level:Main Floor 3 F 5 4 2 • 1 - • w / LP UP P M 11 7/8" ,. 1 /II • . o 1 SPF End Grain 2 SPF End Grain 6'6" / '1' 13 1/2" 6'6" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Part.Uniform 3-3-0 to 6-6-0 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 12 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the wade, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy or the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component o intended.This analysis is valid only for the www.ipcorp.com ', � product listed. Copyright 2016 All rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 / 6/30/2018 Beyond rte Order LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct"" , • Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 7 of 48 1-P SOLID STA RT•Project: LDK Homes Designer: Justin Spreitzer OE N sorlwaae Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. '' Orono, MN Project#: Beam C LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Level:Main Floor CV5— VV 11 7/8" C � V � , 1 SPF End Grain 2 SPF End Grain 6'6" X31/2" 6'6" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Amerhart Ltd. Notes This component enal,ss is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry are other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed of this report.The user is responsible to Nashville,TN 37219 ensure the accuracy of:he/spot and the eppireub lhy to 800-879-8123 the acomponent conditions or the structureis for whim this (888)820-0pcorp o kAlllerhe omp dual iintended.This analysis is valid only for the www.lpcorp.com product listed. APA:PR-L280,ICC-ES:ESR-2403, Capyeghl 2016 All rights reserved by Louisiana PeoW LADES:RR-25783,Florida:F2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until 6/30/2018 Beyond the Order" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct'" , Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 8 of 4,8 L LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer ... ,, OESicN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam D LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Main Floor ' \ 1 - to m1.P ( ," ' 9 1/2" . SPF End Grain 2 SPF End Grain J, 12'3" /--/3 1/2" j 123" Member Information eactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 684 643 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 684 643 0 0 Deflection LL: 240 Load Sharing: No Deflection TL: 180 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load :earings Floor Live: 40 PSF :-aring Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1- .PF 1.500" 29% 684/643 1327 L D+S Snow: 17 PSF End Analysis Results Grain 2-SPF 1.500" 29% 684/643 1327 L D+S Analysis Actual Location Allowed Cap. Ity Comb. Case End Moment 3981 ft-lb 6'11/2" 12245 ft-lb 0.3 (33%)D+S L Grain Shear 1142 lb 101/4" 104521b 1.109(11%) D+S L LL Defl inch 0.140(L/1037) 6'1 1/2" 0.606(L/240 0.230(23%)S L TL Defl inch 0.290(U502) 61 1/2" 0.808(U1:4) 0.360(36%)D+S L Design Notes \\\\\ 1 Provide restraint at supports to ensure lateral sta lity. 2 Dead Load Deflection:Instant=0.149",Long rm=0.224" 3 Fasten all plies using 2 rows of 10d Box nail-(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fas-ners required for specified loads. 5 Girders are designed to be supported rn the bottom edge only. 6 Top loads must be supported equall .y all plies. 7 Top must be laterally braced at a maximum of 2'o.c. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 11 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis s based on the wads, ' Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to sure the accuracy of the input and the applicability to Nashville,TN 37219 800-679-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.t COr com riAm roduct entad. pp' MMIICopyright 2016 All rights reserved by Louisiana PamAPA:PR-L280,ICC-ES:ESR-2403,Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6130/2018 5e}o"0 t.e Order LP SolidStart Design Version 2.0.05(Build 1.7.31.073)Powered by iStructr. Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 13 of 4E 1-P So L I D S TA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. ___se.. DE SIGN SOFTWARE Orono, MN Project#: Beam F LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Main Floor . . . . . . (V / / N 9 1/2" 1 SPF End Grain 2 SPF End Grain 1 / 12'3" l' 131/2" / 12'3" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 1 'o.c.. :ximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 • Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and Omer conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensureve,NhillTN 37279 the accuracy of the input and the applicability to 800-879-8123 the actual conditions of Cothe structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.com liAmerh_ .` Pacific product listed. (1��` Copyright 2016 AM rights reserved by Louisiana PaAPA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 tepoad the Orde.' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructe Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 14 of 4/i LPSO L I D STA RT•Project: LDK Homes Designer: Justin Spreitzer .,,..,,;e. DESibNSOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam G LP-LVL 29001=b-2.0E 1.750" X 11.875" 3-Ply- PASSED Level:Main Floor I 5 I 3 4 6 214 . 1 • • • • • • • • • , A A LP LP N N N 11 b/8 o i IVVI , 1 SPF End Grain 2 LSL / 8' / 'j' 'I'S 1/4" / / 8' Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 2923 1931 511 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 11486 8392 1589 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1 -SPF 3.000" 41% 1931/2923 4854 L D+L Snow: 17 PSF End Analysis Results Grain 2-LSL 6.000" 92% 8392/11486 19878 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 13982 ft-lb 6' 31048 ft-lb 0.450(45%) D+L L Shear 8720 lb 6'6 7/8" 11845 lb 0.736(74%) D+L L LL Defl inch 0.067(U1316) 4'4 1/8" 0.246(11360) 0.270(27%) L L TL Defl inch 0.109(L/809) 4'3 15/16" 0.369(L/240) 0.300(30%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 BEARING 2 REQUIRES RIM BOARD,FULL-DEPTH BLOCKING,SQUASH BLOCKS OR OTHER DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER 4562 LB. 3 Dead Load Deflection:Instant=0.042",Long Term=0.063" 4 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must have sheathing attached or be continously braced. 9 Bottom braced at bearings. 10 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 11-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-0 to 8-0-0 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Point 6-0-0 Top 2814 lb 5383 lb 0 lb 0 lb 0 lb Continued on page 2... Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy or the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions or the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpR-L28om riAmerhartcpotnt d. isCopyright 2016 AX dghta reservetl by Louisiana Pa,drioAPA:PR-1280,ICC-ES:ESR-2403,Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid untilLADES:RR-25783,Florida:FL15228 6/30/2018 Se}d+0 tle Orae' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructr. t t + Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 15 of 4E LPSOLI D STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. „...,-...„„.._ DESIGN SOFT WARE Orono, MN Project#: Beam G LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Level:Main Floor — I 5 I 3 4 �46 2 1 — V V • • • • • OA / LP LP IN II 11 ,i8,. • • • 1 SPF End Grain 2 LSL 8' 'I/ 1/5 1/4" 8' ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments Bearing Length 0-3-0 5 Part.Uniform 6-0-0 to 8-0-0 18-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Point 8-0-0 Top 4246 lb 5346 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Self Weight 18 PLF Manufacturer Info Amerhart Ltd. Notes The component analysts a based on the bads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and toted in this report.The users responsible to ensure re the accuracy of the input and the appiicahiiiry to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.com riimerhartproduct titled. APA:PR-L280,ICC-ES:ESR-2403,Copyright 2016 AY rights reserved by Louisiana PacificCorp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Be/073 tilt Offer. LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructt" Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 16 of 4E• LPSo L I 0 STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 LongLake Blvd. Job Name: Tamosuinas Resid. .-r....., DESIGN SOFTWARE Orono, MN Project#: Beam G LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Level:Main Floor • " AA , CV NNN 11 '/8" 1 SPF End Grain 2 LSL 8' 'I' 1'5 1/4" / 8' Multi-Ply Analysis Fasten all plies using 2 rows of l0d Box nails(.128x3")at 12"o.c.. Nail from both sides.Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. The component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by he user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which the (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.com l listed. , Copyright 2016 All rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.4t4 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 ! Afflerhart 8/30/2018 LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructT" 1 r• - Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 17 of 4E Project: LDK Homes Designer: Justin Spreitzer isDesign" Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam H S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Main Floor 1 +r w , 9 1/4„ • . • • . • • . )1\t ❑ = ❑ 1 SPF End Grain 2 SPF En Grain 3 SPF End Grain 4'3" 4'3" y " "j3" 8,6„ ---/ Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 83 171 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 267 550 0 0 Deflection LL: 240 Load Sharing: No 3 0 83 171 0 0 Deflection TL: 180 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 1.500" 14% 83/185 268 L_ D+S Snow: 17PSF End Analysis Results Grain 2-SPF 3.000" 21% 267/550 817 LL D+S Analysis Actual Location Allowed Capacity Comb. Case End Neg Moment -342 ft-lb 4'3" 3946 ft-lb 0.087(9%) D+S LL Grain -342 ft-lb 4'3" 3915 ft-lb 0.087(9%) D+S LL 3-SPF 1.500" 14% 83/185 268 _L D+S Pos Moment 215 ft-lb 6'9 3/8" 3946 ft-lb 0.054(5%) D+S L End Grain 215 ft-lb 6'9 3/8" 3946 ft-lb 0.054(5%) D+S _L Shear 288 lb 3'5 3/4" 2872 lb 0.100(10%) D+S LL LL Defl inch 0.001 1'11 3/8" 0.209(U240) 0.010(1%) S L_ (L/34379) TL Defl inch 0.002 1'11" 0.279(L/180) 0.010(1%) D+S L_ (L/25259) Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must have sheathing attached or be continously braced. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123 litnerhart Se}oeC the Cider' Version 2.0.05(Build 17.31.073)Powered by iStructT" Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 18 of Ott 0 Project: LDK Homes Designer: Justin Spreitzer isDesign Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam H S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Main Floor . . . � � l E\ -N 91/4" V1 J U L7-1/(7L / 1 SPF End Grain 2 SPF En Grain 3 SPF End Grain / 4'3" 4'3" t t3" / 8'6" Multi-Ply Analysis Fasten all plies using 2 rows of l0d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123 riAmerhart Version 2.0.05(Build 17.31.073)Powered by iStructT" 1..* I. Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 19 of 4E Project: LDK Homes Designer: Justin Spreitzer IS esign M Address 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project rf: Beam I S-P-F #2 2.000" X 10.000" 3-Ply - PASSED Level Main Floor 1 - . ^J' N ^ 9 1/4" +. r • ❑ ❑ 1 SPF End Grain 2 SPF End Grain 4'9" lz 't4 1/2" 4'9" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 0 686 1413 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 686 1413 0 0 Deflection LL: 240 Load Sharing: Yes Deflection TL: 180 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 1.500" 73% 686/1413 2100 L D+S Snow: 17PSF End Analysis Results Grain 2-SPF 1.500" 73% 686/1413 2100 L D+S Analysis Actual Location Allowed Capacity Comb. Case End Moment 2364 ft-lb 2'4 1/2" 6807 ft-lb 0.347(35%) D+S L Grain 2364 ft-lb 2'4 1/2" 6807 ft-lb 0.347(35%) D+S L Shear 1363 lb 3'11" 4308 lb 0.316(32%) D+S L LL Defl inch 0.015(L/3765) 2'4 1/2" 0.231(L/240) 0.060(6%) S L TL Defl inch 0.022(L/2534) 2'4 1/2" 0.308(L/180) 0.070(7%) D+S L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must have sheathing attached or be continously braced. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 17-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123 ritilerhe 9eoand rhe Order Version 2.0.05(Build 17.31.073)Powered by iStructT" Le++yI Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 20 of 48. L j — s, Project: LDK Homes Designer: Justin Spreitzer is Address:Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project : o)ec # Beam I S-P-F #2 2.000" X 10.000" 3-Ply - PASSED Level:Main Floor � I N p M ^ 9 1/4" .D c-4liil 1 SPF End Grain 2 SPF End Grain 4'9" 't' 't4 1/2" 4,9„ Multi-Ply Analysis Fasten all plies using 2 rows of l0d Box nails(.128x3")at 12"o.c.. Nail from both sides.Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123-8�mQ a rt 5e+eeC the Order Version 2.0.05(Build 17.31.073)Powered by i5truct"' l"I.�I` • Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 21 of 4f isDesign M Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam J S-P-F #2 2.000" X 10.000" 3-Ply - PASSED Level:Main Floor 1 • IA Jl / y io N ^ 9 1/4" • • 1::: ❑ / 1 SPF End Grain 2 SPF End Grain 4'5" / '' t4 1/2" 4'5" / Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 0 676 1391 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 676 1391 0 0 Deflection LL: 240 Load Sharing: Yes Deflection TL: 180 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 1.500" 72% 676/1391 2067 L D+S Snow: 17 PSF End Analysis Results Grain 2-SPF 1.500" 72% 676/1391 2067 L D+S Analysis Actual Location Allowed Capacity Comb. Case End Moment 2155 ft-lb 2'2 1/2" 6807 ft-lb 0.317(32%) D+S L Grain 2155 ft-lb 2'2 1/2" 6807 ft-lb 0.317(32%) D+S L Shear 1287 lb 10" 4308 lb 0.299(30%) D+S L LL Defl inch 0.012(L/4450) 2'2 1/2" 0.215(L/240) 0.050(5%) S L TL Defl inch 0.017(L/2995) 22 1/2" 0.286(L/180) 0.060(6%) D+S L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must have sheathing attached or be continously braced. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 18-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-88123mQla� Il,Mlleha t Bel ".d the Order Version 2.0.05(Build 17.31.073)Powered by iStruct'" Ir,r, Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 22 of 4E. -lit Project: LDK Homes Designer: Justin Spreitzer isDesign" Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam J S-P-F #2 2.000" X 10.000" 3-Ply - PASSED Level:Main Floor + • - � � I ' N_ NNN 91/4" • IfVV \ y E-4 1 SPF End Grain 2 SPF End Grain 4'5" 't t4 1/2" 4'5" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123-8 iiniethe Sero.d the Order" Version 2.0.05(Build 17.31.073)Powered by iStruct," '0 Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 23 of 4f isDesign M Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam K S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Main Floor 2 1 l . 9 1/4„ • • CI 0 1 SPF End Grain 2 SPF End Grain t-- 6,6" t 1-3" 6'6" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 777 796 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 0 777 796 0 0 Deflection LL: 240 Load Sharing: No Deflection TL: 180 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1 -SPF 3.000" 41% 777/796 1573 L D+S Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 41% 777/796 1573 L D+S Analysis Actual Location Allowed Capacity Comb. Case End Moment 2270 ft-lb 3'3" 3946 ft-lb 0.575(58%) D+S L Grain 2270 ft-lb 3'3" 3946 ft-lb 0.575(58%)D+S L Shear 1109 lb 11 1/2" 2872 lb 0.386(39%)D+S L LL Defl inch 0.028(L/2624) 3'3" 0.306(L/240) 0.090(9%) S L TL Defl inch 0.055(L/1328) 3'3" 0.408(L/180) 0.140(14%) D+S L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must have sheathing attached or be continously braced. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123 ritilerhe Bey odd the Order` Version 2.0.05(Build 17.31.073)Powered by iStnict"" Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 24 of 4f, Project: LDK Homes Designer: Justin Spreitzer 4 isDesign. Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam K S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Main Floor . ISI (V M N 91/4" . IfVl 1 SPF End Grain 2 SPF End Grain 6'6" / v3" 66" Multi-Ply Analysis Fasten all plies using 2 rows of l0d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Amerhart Ltd. 2631 Territorial Road,MN 55114 800-879-8123-8 kerhart Booed rhe Order` Version 2.0.05(Build 17.31.073)Powered by iStruct"' �y Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 25 of 48 LPSoil D STA RT,Project: LDK Homes Designer: Justin Spreitzer Or SIGN znrnvaPf Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam L LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor 3 5 2 1 • • • b . - "!,. Til l12" d 0 • • / 1 SPF 2 LVL 3 SPF / I. 7' 15' /--/5 1/4" / 22' Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 301 1509 2222 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 8985 6118 2510 0 0 Deflection LL: 480 Load Sharing: Yes 3 2515 1027 (-77) 0 0 Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 62% 1471/2656 4127 L_ D+0.75(L+S) Snow: 17 PSF 2-LVL 5.250" 74% 6173/9092 15265 LL D+L Analysis Results 3-SPF 3.000" 53% 1010/2530 3540 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -12526 ft-lb 7' 42165 ft-lb 0.297(30%)D+L LL Pos Moment 10319 ft-lb 15'9 5/8" 42165 ft-lb 0.245(24%) D+L _L Shear 5050 lb 8'2" 13965 lb 0.362(36%)D+L LL LL Defl inch 0.129(L/1380) 14'11 1/16" 0.370(L/480) 0.350(35%) L _L TL Deft inch 0.174(L/1020) 15' 0.494(L/360) 0.350(35%) D+L _L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 BEARING 2 REQUIRES FULL-DEPTH BLOCKING,SQUASH BLOCKS OR OTHER DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER 541 LB. 3 Dead Load Deflection:Instant=0.045",Long Term=0.068" 4 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top braced at bearings. 9 Bottom must be laterally braced at a maximum of 12'11 13/16"o.c. 10 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 7-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 3-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-0 to 7-0-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF Continued on page 2... Notes Manufacturer Info AmerhartLtd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user and listed in this report.The user s responsible to 414 Union Street,Suite 2000 55114 ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of Inc structure for which this (888)820-0325 component s intended.This analysis is valid only for me www.lpcorp.com literhart rodun listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2016 All rights reserved by Louisiana Pam Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 6eyeed the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructn" f , Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 26 of 48.. LPSOLID STA RT"Project: LDK Homes Designer: Justin Spreitzer SE SIGN SOFT WARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam L LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level Main Floor 3 5 2 1 . • - . . - . . , . . • LP LP 'r . w 'A.; In 'VIII 1'2" 1 SPF 2 LVL 3 SPF 7' 15' /--i5 1/4" / 22' ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Part.Uniform 0-0-0 to 7-0-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 5 Point 7-0-0 Top 2000 lb 3000 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Self Weight 21 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis a based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 • component is intended.This analysis is valid only for the www.lpcorp.com product listed. APA:PR-L280,ICC-ES:ESR-2403, i11L11WWl1t prha(7 Copyright 2016 AN rights reserved by Louisiana Pads LADBS:RR-25783,Florida:FL15228 ll{I Corp.414 Union St Suhe 2000.Nashville,TN 37219 This design is valid until 6/30/2018 Belo^d!!e Order" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct*. Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 27 of 4E LPSOLID S TA RT'Project: LDK Homes Designer: Justin Spreitzer ,,,„,,..,, DESILNSrFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam L LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor • / • 4 IIIIII '1'2" • Ill / 1 SPF 2 LVL 3 SPF T 15 / �f5 1/4" 22' / Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Nail from both sides.Maximum end distance not to exceed 6" Capacity 94.5 Load 256.7 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Manufacturer Info Amerhart Ltd. Notes This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conations as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the Input and the applicaclny to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the roduct listed. AP APA:PR-L280,80m ,��l_-ft Copyright 2016 All rights reserved by Louisiana Pacific ICC-ES:ESR-2403, ej�` Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond tie Order LP Solidatart Design Version 2.0.05(Build 17.31.073)Powered by iStructTM Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 28 0717I. LPSo L I D STA RT"Project: LDK Homes Designer: Justin Spreitzer ,,.;,.. OESILN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project 4: Beam M LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED Level:Main Floor 2 V 1 LP LP M It 11 '/8 o o IVYI 1 SPF End Grain 2 SPF End Grain 7'3" / '1'51/4" 73" / 'Y Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 7098 4840 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 2284 1571 0 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 6.000" 51% 4840/7098 11938 L D+L Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 33% 1571/2284 3855 L D+L Analysis Actual Location Allowed Capacity Comb. Case End Moment 18512 ft-lb 2' 31048 ft-lb 0.596(60%)D+L L Grain Shear 11834 lb 1'51/8" 11845 lb 0.999 D+L L (100%) LL Defl inch 0.060(L/1318) 2'11 5/8" 0.221(L/360) 0.270(27%) L L TL Defl inch 0.101(L/783) 2'11 5/8" 0.331(U240) 0.310(31%)D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.041",Long Term=0.062" 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at a maximum of 2'o.c. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Point 2-0-0 Top 6173 lb 9092 lb 0 lb 0 lb 0 lb Bearing Length 0-3-14 Self Weight 18 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to the accuracy of the input and the applicadrty to Nashville,TN 37219 800-879-8123 ensure the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.corn product listed. liAmerhart Copyrightt201 APA:PR-L280,ICC-ES:ESR-2403,201fi All rights reserved by Louisiana Pauric Corp.414 Union St Suite 2000,Nashville.TN 37219This design is valid until LADES:RR-25783,Florida:FL15228 6/30/2018 5eyand the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructt" ' r Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 29 of 49 1.P So L I D START"Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. '" """ 0E61 EN SOFT WANE " Orono, MN Project#: Beam M LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED Level:Main Floor + AA ' (V 11 r/8" . l c4 ivVl 1 SPF End Grain 2 SPF End Grain T3" / •i5 1/4" 7,3,. / Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other corda,ons as entered by me user 414 Union Street,Suite 2000 55114 and listed in this awn The user is responsible to thre the accuracy of the input and the applicability m Nashville,TN 37219 800-879-8123 e actual conditions of the structure for which this (888)820-0325 compon T Copyright is 5 All rights h s re analysis is gala only forme www.l cor coin liAmerhart product listed. P R Copyright 2016 All rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructT" Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 30 of 4E LPSo L I D STA RT°Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. DESIGN SOFTWARE Orono, MN Project#: Beam N LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Main Floor 2 1 . Al / LP . . . LP . M 91/2' I I / 1 SPF 2 SPF 6'6" / / '1'3 1/2" 6'6" / Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2210 863 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 2210 863 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 69% 863/2210 3073 L D+L Snow: 17 PSF 2-SPF 3.000" 69% 863/2210 3073 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 4434 ft-lb 3'3" 10648 ft-lb 0.416(42%)D+L L Shear 2888 lb 5'6 1/4" 9088 lb 0.318(32%) D+L L LL Defl inch 0.070(U1053) 3'3" 0.153(L/480) 0.460(46%) L L TL Defl inch 0.097(L/757) 3'3" 0.204(U360) 0.480(48%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.027",Long Term=0.041" 3 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top must have sheathing attached or be continously braced. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 10-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 7-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 11 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis 0 based on the bads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user s responsiNe to ensure the accuracy of the input and me applicability to Nashville,TN 37219 800-879-8123 actual component conditions of the structure valid which this (888)820-0www.ipcorp.com lit& component Is intended.This analysis is valid only for the www.lpcorp.com product listed. Copyright 2016 All rights reserved by Louisiana Parc APA:S:RR- 5 ICC-ES:ESR-2403,L152 Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Berard the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStrucV' t Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 31 o148 LPS 0 L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. . r.,:a., OESiLN Soft WARS Orono, MN Project#: Beam N LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Main Floor / • • 1 N • • • • • • • N 9 1/2' • . . . . . • )( } i I—---',(- ,_ 1 SPF 2 SPF — 6'6" / 1'31/2" 6'6" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 92.7 Load 275.0 PLF Yield Limit per Foot 296.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. This component analysis is based an the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other acnmbns as entered by the user 414 Union Street,Suite 2000 55114 and listed,n this report.The user is rescenshle to ensure the accuracy et the input and the apptcabiiitr to Nashville,TN 37219 800-879-8123 the actual conditions o1 the structure for which this (888)820-0325 component i5 intended.diiriThis analysis is valid only forme limat www.lpcorp.com producCopyritit 201 APA:PR-L280,ICC-ES:ESR-2403, Corp. 14 2016 All rights 000.Na by Louisiana Pacific LADES:RR-25783,Florida:FL15228 Crp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until 6/30/2018 60ond the Order` LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructn , r Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 32 o u4f LPSoil D STA RT°Project: LDK Homes Designer: Justin Spreitzer ,,,�., DE SIGNSnFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam 0 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor 3 2 4 1 • m'"": ' • . . m . is • - . . • . . o 12" 1 SPF 2 SPF I 20 6" 'L"5 1/4" 20'6" Member Information Reactions lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 5346 4246 875 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 1013 752 44 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 4.500" 96% 4246/5346 9591 L D+L Snow: 17 PSF 2-SPF 3.000" 26% 752/1013 1765 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 19936 ft-lb 2'6" 42165 ft-lb 0.473(47%) D+L L Shear 9089 lb 1'5 3/4" 13965 lb 0.651(65%) D+L L LL Defl inch 0.292(U821) 9'5/16" 0.500(L/480) 0.580(58%) L L TL Defl inch 0.506(L/474) 9'1/2" 0.667(L/360) 0.760(76%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.214",Long Term=0.321" 3 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 6 Simpson fasteners applied from a single side of the member use tip values where published. 7 Girders are designed to be supported on the bottom edge only. 8 Top loads must be supported equally by all plies. 9 Top must have sheathing attached or be continously braced. 10 Bottom braced at bearings. 11 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 2-6-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-0 to 2-6-0 10-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Continued on page 2... Notes Manufacturer Info Amerhart Ltd. Thu component analysis n based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user Is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component n intended.The analysis is vapid only for the www.lpcorp.com ',llVl product listed. APA:PR-L280,ICC-ES:ESR-2403, 111 un Copyhght 2016 al rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 8/30/2018 Be)0Td the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructT. Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 33 of 4f 1..P So L I D S TA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. -' DESIGN SOFT WARE Orono, MN Project#: Beam 0 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor — 3 2 4 . je.- 1 m'• LP ® . LP ,w • LP IIIPI 1,2. • • • • • • • . • • ui 1 SPF 2 SPF i 20'6" ��5 1/4" I 20'6" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Point 2-6-0 Near Face 3690 lb 5539 lb 0 lb 0 lb 0 lb Self Weight 21 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other cpnotoos as entered by the aver 414 Union Street,Suite 2000 55114 andensure ismted rn this report.The user is responsible to Nashville,TN 37219 the accuracy of the input and the applicability to 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpc PR-L280, RAllierhart product listed. APA:PR-L280,ICC-ES:ESR-2403,CapydgM 2016Unio All fights reserved by Louisiana PactrLADES:RR-25783,Florida:FL15228 Corp.414 Union SI Suite 2000,Nashville,TN 37219 This design is valid until 6/30/2018 3er_ond the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructT" . Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 34 ota48 LPSOLID STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. u OESILN SOF10AtIE Orono, MN Project#: Beam 0 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Leel:Main Floor 1 rn . • 11,1 / ,2" 1 SPF 2 SPF / 20'6" ��5 1/4" / 20'6" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c..except for regions covered by concentrated load fastening. Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 2-6-0 with a minimum of(22)-SDW22500 in the pattern shown. Capacity 93.2% 1 Min/Max fastener distances for Concentrated Side Loads Load 6152.71b. Total Yield Limit 6600.0 lb. '---Min.6"- Min.5/8" Cg 1.0000 i Yield Limit per Fastener 300.0 lb. 1 1/2" Yield Mode Lookup r Q 144)(mm Op0Load Combination D+L Min.5/8" ° Duration Factor 1.00 10 oOMin.4" 0 1 °Min.6" ° 4 0 O Iiir- -Min.4"— Max. 12" Max. 12" Notes Manufacturer Info Amerhart Ltd. Tho component analysis a based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 end listed in this report.The user is responsible to ensure the accuracy of the input and the opprcab,ary to Nashville,TN 37219 800-879-8123 e actual conditions of the structure for which this (888)820-0325 component 0 intended.This analysis is valid only for the www.lpR-L28om ,v_ __y product listed. ((�]m� rant Copyright 2016 All rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructT" I Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 35 of 4E LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. �r-ee-w DESIGN SOFTWARE Orono, MN Project#: Beam P LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED Level:Main Floor 4 7 :7_ 5 3 6 • 2 V. 1. `'• I A 1- • ..• •4r •"a • M.. () ( 1'2" y o f 1 Hanger(HGU5.50-SDS) 2 SPF 14'4" 5 1/4" 14'4" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 5539 3690 916 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 5490 3576 741 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1- 5.250" 45% 3690/5539 9229 L D+L Snow: 17 PSF Hanger Analysis Results 2-SPF 4.500" 90% 3576/5490 9066 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 17961 ft-lb 7'2 3/4" 42165 ft-lb 0.426(43%)D+L L Shear 6768 lb 12'10 1/4" 13965 lb 0.485(48%) D+L L LL Defl inch 0.171(U959) 7'2 9/16" 0.341(U480) 0.500(50%) L L TL Defl inch 0.287(U571) 7'2 1/2" 0.455(L/360) 0.630(63%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.116",Long Term=0.174" 3 Fasten all plies using 4 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Fill all hanger nailing holes. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must have sheathing attached or be continously braced. 9 Bottom braced at bearings. 10 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 9-6-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 1-0-0 Far Face 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-0 to 1-0-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 5 Point 1-0-0 Top 1414 lb 2791 lb 0 lb 0 lb 0 lb Continued on page 2... Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and ulisashville,TN 37219 ted in this report.The user is responsible to N the accuracy of the input and the applicability to 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www Ipcorp com I1 ��L_ ` oprig t 20roduct APA:PR-L280,ICC-ES:ESR-2403, (au1R` Copyright 2046 All rights reserved M Louisiana Pacific Corp.414 UNon St Suite 2000,Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 6/300018 tefond the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStrucro I t Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 36 of 4f LPS 0 L I D S TA RT•Project: LDK Homes Designer: Justin Spreitzer .,..,,.,,,.. DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam P LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor 4 �7 ,:7:: 5 3 6 2 v. 1. V ! / . • Er2 ) 12" • . O VI / 1 Hanger(HGU5.50-SDS) 2 SPF / 14'4" 7[5 1/4" / 14'4" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments Bearing Length 0-3-0 6 Point 13-4-0 Top 1414 lb 2791 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 7 Part.Uniform 13-4-0 to 14-4-0 14-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 21 PLF Manufacturer Info Amerhart Ltd. Notes 2631 Territorial Road,MN This component analysis is based on the loads. Louisiana-Pacific Corp geometry ene other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions or the structure for whim this (888)820-0325 component is intended.This analysis i5 valid only for the www.lpcorp.com I,j___ � product listed. IfN�Ymr4F ►►iill Copyright 2016 All lights reserved by Louisiana Pacific APA:S:RR- 5 ICC-Flo ESR L152 Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 6e/old the Creel' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructTM Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 37 of 4E LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer .-... iiir OESILNSUFTWAAE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam P LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor N 1��, / . . • • . . . . . . • • • • ‘—.\.• . . . . . . . . . . . . . . . . . ^ N / 12" " r 4 IVVI / 1 Hanger(HGU5.50-SDS) 2 SPF 14'4" / Jr 5 1/4" 14'4" Multi-Ply Analysis Fasten all plies using 4 rows of 10d Box nails(.128x3")at 12"o.c.. Nail from both sides.Maximum end distance not to exceed 6" Capacity 96.2 Load 348.3 PLF Yield Limit per Foot 362.2 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and fisted in this repos.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the component conditions Tof the aysctuse Which this (888)pcorp c 820-0325 TMnerhirt pcomponent tot is intendee.This analysis is valid Dory for the www.lpcorp.com roduct ssted. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2016 AN rights reserved by Louisiana Pads LADBS:RR-25783,Florida:FL15228 Corp.414 Union Si 5ute 2000,Nashvtle,TN 37219 This design is valid until 6/30/2018 Beyond the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct'" Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 38 of 48 1..P S 0 L I D S TA RT'Project: LDK Homes Designer: Justin Spreitzer •••••11111•101011.1 DESIGN SOFT WARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam Q LP-LVL 2900Fb-2.0E 1.750"X 9.500" 3-Ply - PASSED Level:Basement 4'• 8 - 7 ----- 6 " 5 -- 3 2 1 V — . • • • , e )II y/ r 1.P 1.12M ^ 3 1/2" = 1 SPF End Grain 2 SPF End Grain 6'7 1/2" / 'I' ''5 1/4" 6'7 1/2" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 2935 1671 63 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 5106 3393 528 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1 -SPF 3.000" 39% 1671/2935 4606 L D+L Snow: 17 PSF End Analysis Results Grain 2-SPF 4.500" 48% 3393/5106 8499 L D+L Analysis Actual Location Allowed Capacity Comb. Case End Moment 10575 ft-lb 4'9" 20369 ft-lb 0.519(52%)D+L L Grain Shear 6752 lb 5'6 1/4" 9476 lb 0.713(71%)D+L L LL Deft inch 0.068(U1081) 3'6 11/16" 0.204(U360) 0.330(33%) L L TL Defl inch 0.110(L/667) 3'7" 0.306(U240) 0.360(36%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.042",Long Term=0.063" 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 9-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 6-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Point 4-9-0 Top 2365 lb 3371 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Continued on page 2... Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the Input and the applicability to Nashville,TN 37219 800-879-8123 me actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.com product listed.201 ,�j„ CopydgM 201fi All rights ghfs reserved by Louisiana PacificAPA:PR-L280,ICC-ES:ESR-2403, /NI�Y�It a Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 813012018 fe)oed the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct"" I, e. r ` Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 39 of 4E 1..P Soil D STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. statiailib DESIGN SOFT WA RE Orono, MN Project#: Beam Q LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply - PASSED Level:Basement 8 . 7 Fe .--- - -- - -- 3 2 L_ 1 IIIA / LP LP x x 11 a 1/2" • 0 f I ? � vi 1 SPF End Grain 2 SPF End Grain 6'7 1/2" 't5 1/4" 6'7 1/2" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Part.Uniform 4-9-0 to 6-7-8 7-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 6 Part.Uniform 4-9-0 to 6-7-8 6-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 7 Part.Uniform 4-9-0 to 6-7-8 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 8 Part.Uniform 4-9-0 to 6-7-8 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 14 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis 0 based on he loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user and listed in this noon The user is responsible to 414 Union Street,Suite 2000 55114 ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.comproducrikeitt Copyright 201 APA:PR-L280,ICC-ES:ESR-2403, Copyright zots All rights reserved by Louisiana Pad/ Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order' LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructm at Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 40 o(4tJ LPSOLID START"Project: LDK Homes Designer: Justin Spreitzer Ot6tGN SOF tYApt Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam Q LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply - PASSED Level:Basement fV ) 1 1!2 ___4• •• V 1 SPF End Grain 2 SPF End Grain 6'7 1/2" '' 16 1/4" 67 1/2" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. The component analyse a based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 55114 and listed a this repos.The user n responsible to 414 Union Street,Suite 2000 ensure the accuracy or the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component hol Is intended.This analysis is valid only for the www.lpR-L28om rAmerhad com portent a Copyright 2016 At rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000.Nashville.TN 37219This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Ser^d!.e Crder LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructrm s Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 41 of 4E LPSOLID STA RT'Project: LDK Homes Designer: Justin Spreitzer err+.iY+d� DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam V LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement 3 4 5 t-- . 2 1 v / LPf+ LP 9 1/2' .. . • / 1 SPF End Grain 2 SPF End Grain 8'6" '1'3 1/2" 86n Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2160 1282 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 2160 1282 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 37% 1282/2160 3442 L D+L Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 37% 1282/2160 3442 L D+L Analysis Actual Location Allowed Capacity Comb. Case End Moment 7028 ft-lb 4'3" 10648 ft-lb 0.660(66%) D+L L Grain Shear 2537 lb 11 3/4" 9088 lb 0.279(28%) D+L L LL Defl inch 0.148(L/657) 4'3 1/16" 0.271(L/360) 0.550(55%) L L TL Defl inch 0.237(L/412) 4'3 1/16" 0.406(L/240) 0.580(58%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.088",Long Term=0.133" 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 0-0-0 Top 83 lb 185 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 4 Point 4-3-0 Top 267 lb 550 lb 0 lb 0 lb 0 lb Continued on page 2... Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 nactual conditions of the structure for which this (888)820-0325 component is Intended.This analysis is valid only for the www.lpcorp.Com product Fated. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2016 All rights reserved by Louisiana Pam Corp.414 Utllon St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 kitillethart 6/3012018 yeyC"9!ke Cider" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructns t ,li r Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 42 of44 LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer ;...,..,,,,n DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam V LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement 3 4 5 2 t -- --- - 1 V---- V , 1 i - LPLP 9 1/2' .,s r. o1 V' 1 SPF End Grain 2 SPF End Grain / 8'6" Jr l3 112" / 8,6„ ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments Bearing Length 0-3-0 Point 8-6-0 Top 83 lb 185 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Self Weight 11 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the Input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.com riAmerhartproduct listed.Copyright 2016 All rights reserved by Louisiana PacificAPA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 8/30/2018 6e}ond the Orde,• LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by istrucV' 1 „ 1 • v ' Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 43 of 48 LPSo L I D S TA RT"Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. DESIGN SOFT WARE Orono, MN Project#: Beam V LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement • . . • • • . • • I A( / 9 1/2' • • v 1 SPF End Grain 2 SPF End Grain J / 8'6" "I '31/2" / 8,6" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user ' 414 Union Street,Suite 2000 55114 and listed in this report.The users responsible to re the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 ensure the atual conditions or the strudure for which this i (888)820-0325 pc li component Is intended.This analysis is valid only for the W Ww.IpCAfp.COm {� product listed. Copyright 2016 All rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 I 8e}o,Td the Order" LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct"" L ,1 1 y Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page`44 of 4E+ LPSo L I D S TA RT'Project: LDK Homes Designer: Justin Spreitzer ...... OEStGN SOFT WARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam W LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement I i 3 42 5 6 i 1 _ __ if l / • m , tEll 9 1/2„ . • ❑ I] O ❑ / 1 SPF End Grain 2 SPF En Grain 3 SPF En Grain 4 SPF End Grain 4'9" 4,9" 4'9" /--/3 1/2" 14'3" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2195 1176 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 4894 2667 0 0 0 Deflection LL: 360 Load Sharing: No 3 4894 2667 0 0 0 Deflection TL: 240 Deck: Not Checked 4 2195 1176 0 0 0 Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 1.500" 75% 1170/2282 3453 L_L D+L Snow: 17 PSF End Analysis Results Grain 2-SPF 3.000" 84% 2674/5088 7762 LL_ D+L Analysis Actual Location Allowed Capacity Comb. Case End Neg Moment -1594 ft-lb 4'9" 10648 ft-lb 0.150(15%) D+L LL_ Grain Pos Moment 1325 ft-lb 2'15/16" 10648 ft-lb 0.124(12%) D+L L_L 3-SPF 3.000" 84% 2674/5088 7762 _LL D+L Shear 1350 lb 3'11 1/2" 9088 lb 0.149(15%) D+L LL_ End Grain LL Defl inch 0.014(U4136) 74 1/8" 0.156(L/360) 0.090(9%) L L_L 4-SPF 1.500" 75% 1170/2282 3453 L_L D+L TL Defl inch 0.020(L/2745) 73 3/4" 0.234(U240) 0.090(9%) D+L L_L End Design Notes Grain 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.007",Long Term=0.010" 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 0-0-0 Top 686 lb 1413 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Continued on page 2... Manufacturer Info Amerhart Ltd. Notes This component analysis is based on the wads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user o responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.Thu analysis is valid only for the www.lpcorp.com L,,�j roduct oared. APA:PR-L280,ICC-ES:ESR-2403, Amernar� Copyright 2016 At rights reserved by Louisiana Pedro 1II11L11111111Vllllllll► Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 f 6/30/2018 Boon rhe Order LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStnxtTM A J. Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 45 of 4E LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. ....Yli eo. DESIGN SOFTWARE Orono, MN Project#: Beam W LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement 3 42 5 6 1 W i W • iEl 9 1/2" 0 CI CO 0 1 SPF End Grain 2 SPF End Grain 3 SPF En Grain 4 SPF End Grain 4'9" .1 4'9" 4'9" ��3 1/2" 14'3" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Point 4-9-0 Top 1372 lb 2826 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 5 Point 9-6-0 Top 1372 lb 2826 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 6 Point 14-3-0 Top 686 lb 1413 lb 0 lb 0 lb 0 lb Bearing Length 0-3-0 Self Weight 11 PLF Notes Manufacturer Info Amerhart Ltd. The component analysis a based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 end listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which tlns (888)820-0325 riAllellialt component is intended.This analysis is voile Dory for the www.lpcorp.comprodu component listed. Copyright 2016 An rights reserved by Louisiana pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000.Nashville.TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order` LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct°' r ti Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page`46 of.48r LPSo L I D STA RTrProject: LOK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. aw.wawnan DESIGN SOF1 WARE Orono, MN Project#: Beam W LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement CV / 9 1/2" u u t-4 L� 1 SPF End Grain 2 SPF En Grain 3 SPF En Grain 4 SPF End Grain 4,9„ 4,9" 4,9„ // /3 1/2" 14'3" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 197.8 PLF Yield Limit per Fastener 98.9 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer anufacturer Info Amerhart Ltd. This component analysis is based on the wads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user s responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure wr which this (888)820-0325 component is intended.This analysis is valid only for the www.lpR-L28om riblerhart product listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2016 All rights reserved by Louisiana Pea Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 6/30/2018 60ono the Ofde• LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by istructw ' Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 47 of 4E LPS 0 L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer • ,a�;,.a; IE SIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. Orono, MN Project#: Beam X LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply - PASSED Level:Basement 3 2 1 LP . • • LP • )/1',,I, b .. • 0 I I 11/2 1 SPF End Grain 2 SPF End Grain 7'9" ji X51/4" 7,9" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 6200 2729 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 6200 2729 0 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 4.500" 50% 2729/6200 8929 L D+L Snow: 17 PSF End Analysis Results Grain 2-SPF 4.500" 50% 2729/6200 8929 L D+L Analysis Actual Location Allowed Capacity Comb. Case End Moment 14622 ft-lb 310 1/2" 20369 ft-lb 0.718(72%) D+L L Grain Shear 6385 lb 11 1/4" 9476 lb 0.674(67%) D+L L LL Defl inch 0.147(L/581) 3'10 9/16" 0.238(L/360) 0.620(62%) L L TL Defl inch 0.212(L/404) 310 9/16" 0.356(L/240) 0.590(59%) D+L L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection:Instant=0.065",Long Term=0.097" 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must have sheathing attached or be continously braced. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 14 PLF Manufacturer Info Amerhart Ltd. Notes rens component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 end feted in this report.The user is responsible to Nashville,TN 37219 the accuracy of the input and the applicability to 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only W W W.lcor for the COIi Allerhe product Bated. P pm Copyright 2016 All rights reserved by Louisiana Paan APA:PR-L280,ICC-ES:ESR-2403, corp.ata union St Suite 2000,Nashville.TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 6/30/2018 Beyond the Order LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct*u { r • Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 48 of,,4E LPSo L I D STA RT'Project LDK Homes Designer: Justin Spreitzer Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. jyy" DESIGN SOFT WANE Orono, MN Project#: Beam X LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply - PASSED Level:Basement ill ' (-NI y ^ ^ 3 1/2" I I 4 , 1 SPF End Grain 2 SPF End Grain 7'9" 'I'S 1/4" 7,9„ Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c..Nail from both sides.Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Manufacturer Info Amerhart Ltd. Notes This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and hued In this report.The user a responsible to ensure the accuracy of the Input and the applrcanility to Nashville,TN 37219 800-879-8123 hactual conditions of the structure for which this (888)820-0325 component�s intended.This analysis is valid only for the www.lpR-L28om ! Mll1a1t odurnsted. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2016 Al rights reserved by Louisiana Pam Corp.414 Union St Suite 2000.Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 6/30/2018 Beyg.+d the Order` LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStrucV° s A csatom20n.1A2 LDK-Tamesuina Res k e20na.0.4 _ 11-8-17 MenialsDllhtsse1362 Park Roof / Pc/✓� 12:58pm Lei Side Cri 1 of 1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous 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: 5.6 PLF Fiename:Beam1 Other Loads Type Tub. Other Dead ( 4tion) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 2' 0.00" 35 20 Live Additional Tapered iPLFi Tort 0' 0.00" 12' 0.00" 0 0 15 53 Live III , .1' ,f, 1 A' , 4 015 310 2 ® 4 015 �0 12 0 0 Bearings and Reactions Gravity Gravity Location TypeMaterialnpu Min Length Requied Reaction UPIft 1 0' 0.000" Wall Not Checked 5.000" 1.500" 212# — 2 4' 0.938" Wall Not Checked 5.000" 1.500" 615# — 3 7'11.062" Wall Not Checked 5.000" 1.500" 682# 4 12' 0.000" Wall Not Checked 5.000" 1.500" 259# — Maximum Load Case Reactions Uasd for apptylrg point loads(or lire loads)*,parrying members Live Dead 1 118# 94# 2 317# 298# 3 317# 365# 4 118# 141# Design spans 3' 8.812" 3'10.125" 3' 8.812" Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 120"oc Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacty Location Loading Positive Moment 201.W 3431.'# 5% 10.16' Odd Spans D+L Negative Moment 244.'# 3431.'# 7% 7.92' Adjacent 2 D+L Shear 242.# 2498.# 9% 7.93' Adjacent 2 D+L Max.Reaction 682.# 6853.# 9% 7.92' Adjacent 2 D+L LL Deflection 0.0010" 0.1245" [1999+ 9.79' Odd Spans L TL Deflection 0.0016" 0.1867" 11999+ 9.98' Odd Spans D+L Control Max.Reaction DOLs: live=100% Snow=115% Roof=125% Wind-160% This member has been designed inaceordance with NDS 2012 Al product names are Lade nele d their reapeethe owners Copyright(C)2016 by Simpson Strong-Trio Company Inc.ALL RIGHTS RESERVED. 'Passing's ddned earthen the member,fborJdst been or girder,etown on this drawing meets applicable d®pn cetera.for Loads,Loedrg Cordlbars,end Soma tided on this sheet The dear.,.must be reviewed b,a;uaifieddesi.yrer orded.n:sofesomal as•e rural for.o,:.roval.Ths desi:n assumes:roiuct retaliation swrdna to Ito manufacturer's i ecriedlona - CS Bean 2017.1.42 LDK_Tamctsuina Res 11-8-17 I aki:im gine 2017.1.0.4 e/ t• Materials lhbtmse 1562 Pon:b Roof j / ` ]:Ol pm End tt��ll�i ri 141 Member Data Desaiption: Member Type:Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous 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: 5.6 PLF1. Fiename: Beam2 Other Loads - Type Trb. Other Dead (Desaiption) Side Begin End Wkith Stat End Start End Category Replacement Uniform i,PSF) Top 0' 0.00" 18' 0.00" 8' 0.00" 35 20 Live i "T" ;Ir`I l,`.l I'l'l 4 7 6 4 410 / / 4 410 4 7 6 `0 m 18 0 0 Bearings and Reactions Input Min Grayly Gravity Loca ion Type Material Length Requied Reaction Witt 1 0' 0.000" Wall Not Checked 5.000" 1.500" 813# - 2 4' 7.375" Wall Not Checked 5.000" 1.799" 2293# - 3 9' 0.000" Wall Not Checked 5.000" 1.635" 2084# - 4 13' 4.625" Wall Not Checked 5.000" 1.799" 2293# - 5 18' 0.000" Wall Not Checked 5.000" 1.500" 813# - Ma,dmum Load Case Reactions Used for appliiro pobt loads(or lire loads)b carrying msnben Live Deed 1 536# 277# 2 1478# 815# 3 1401# 683# 4 1478# 815# 5 536# 277# Design spans 4' 3250" 4' 4625" 4' 4.625" 4' 3250" Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS Connect memberswlth 2 rows of 16d common nails at 12.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 739.'# 3431.'# 21% 15.73' Even Spans D+L Negative Moment 958.'# 3431.'# 27% 13.39' Adjacent 3 D+L Shear 832.# 2498.# 33% 13.4' Adjacent 3 D+L Max.Reaction 2293.# 6853.# 33% 13.39' Adjacent 3 D+L LL Deflection 0.0057" 0.1424" L/999+ 15.52' Even Spans L TL Deflection 0.0079" 0.2135" L/999+ 15.73' Even Spans D+L Control: Max.Reaction DOLs: Live=100% Snow=115% Rod=125% Wind=160% This member has been designed in accordance with NDS 2012 Al product names em bedemsla d fair rmpa6M cruors Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESER/ED. 'Yawing is ddhed as when the member.fborjoist,bmm or glider,shown onthis drawing mesh applicable design cabals for loads,Loedng Corditiars,end Spans heed ondtle shoot The des i must be reviesed by a rualfied des.nor or deep-r rofeesonsl as re;uied for...oval.The dascn assumes r,roduct irealbtfon a:mrdn.In to manufacturer's x echcebons CS B=2017.1.42 ' I®B®Fi�tc2017.1.0a 1DK-TamoellinaRes (� \\ 11-S-]7 nda®ats Dares 1562 Pcrch Roof /� 12:59pm • Rhin Side `J / ` 1 of I Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous 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 5.6 PLF Rename:Beam 1 Other Loads Type Trb. Other Dead (Desaiption) Side Begin End Width Stat End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 2' 0.00" 35 20 Live 1 Additional Tapered(PLFI Top 0' 0.00" 12' 0.00" 0 0 15 53 Live i 1 4", 1 1 'T 1 !T `O 0 0 430 404 3812 0 12 0 0 Bearings and Reactions I Loon 1YPe Material Length Requited � U� 1 0' 0.000" Wall Not Checked 5.000" 1.500" 219# — 2 4' 3.000" Wall Not Checked 5.000" 1.500" 653# — 3 8' 3.250" Wall Not Checked 5.000" 1.500" 661# — 4 12' 0.000" Wall Not Checked 5.000" 1.500" 235# — Madmum Load Case Reactions Used for.pplrbg poet foe&(or bre loads)to aiming mentors Live Dead 1 122# 97# 2 331# 323# 3 309# 363# 4 110# 125# Design spans 3'10.875" 4' 0250" 3' 4.625" Product Spruce-Pine-Ar#2 2 x 10 2 ply PASSES DESIGN CHECKS Connect mambas Mit 2rows of 16d common naffs at 12D'"oc Design assumes continuous lateral bracing along the top chord. Design assumes contihuous lateral bracing along the bottom chord. Allowable Stress Design Actual Alowable Capacity Location Loadig Positive Moment 181.'# 3431.'# 5% 1.91' Odd Spans D+L Negative Moment 243.'# 3431.'# 7% 4.25' Adjacent 1 D+L Shear 225.# 2498.# 9% 3.59' Adjacent 1 D+L Max.Reaction 661.# 6853.# 9% 8.27' Adjacent 2 D+L LL Deflection 0.0010" 0.1302" L/999+ 2.3' Odd Spans L TL Deflection 0.0016" 0.1953" U999+ 2.1' Odd Spans D+L Control: Max.Reaction DOLs: Live=100% Snow=115% Roof=125% WInd=160% This member has been designed inaccordance with NDS 2012 At pwdud names are 1r/darnels d their rspctive owners Copyright(C)2016 by Smpeon Strong-Tie Compeoy Inc.ALL RIGHTS RESEINED. 'Passing is ddned as when the member,iborjoiat,barn or girder,shown on this dmxingma.beppl.r a design criteia for loads,Loadng Cordidons,end Spina hided on this sheet The deer must be reviewed b,a':uaffieddesionxadeei 7.pmfesemal as'r,.ted for as oval.The dee im assumes t.raduct betalladon acordn j to tie manufacturer e 1 ecflcdbna CSB®20n.1.42 LDK-Tamasuina Res 1mElstEngne2017.1.0.4 i t 4,... 11-8-17 Michals Daatase1562 Path Floa Beam 56A/VA1:07pm • Leff Side 1 of 1 Mender Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Contnuous Standard Load: Moisture Condition:Dry Building Code:IBCARC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection:Nailed Member Weight: 10.8 PLF Filename:Beam4 Other Loads Type Trb. Other Deed , (Desaiption) Side Begin End Width Stat End Start End Category ' Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 1' 0.00' 40 20 Live Point(LBS) Top 4' 0.94" 317 298 Live Point(LBS) Top 7'11.06" 317 365 Live Point l LBS) Top 11'10.00" 118 141 Live ., II 12 0 0 O 0 12 0 0 Bearings and Reactions input Mn Gravity Cly Location Type Material Length Requied Reaction llpilt 1 0' 0.000" Wall Not Checked 3.500" 1.500" 1062# — 2 12' 0.000" Wati Not Checked 1.750" 1.500" 1323# — Maldmum Load Case Reactions Used for applying pole loads(or lire bade)to orrling members Uwe Dead 1 556# 506# 2 6644 659# Design spans 11' 8.500" i Product: SYP(June2013)#2 2 x 10 3 ply PASSES DESIGN CHECKS Conned members with 2 rows of 16d common nabs at 12.0-oc NOTE Nails must be appied from both skies Design assumes continuous aterai bracng along the top chord. Design assumes continuous Wesal bracing along the bottom lard. Allowable Stress Design Actual Afowable Capacity Location Loading Positive Moment 3785.1i 4920.'# 76% 6.66' Total Load D+L Shear 1041.# 4856.# 21% 11.84' Total Load D+L Max.Reaction 1323.# 4449.# 29% 12' Total Load D+L LL Deflection 0.1165' 0.3903" U999+ 6.07' Total Load L TL Deflection 0.2274" 0.5854' U617 6.07' Total Load D+L Control: Positt,e Moment DOLs: Uve=100% Snow115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2012 i Al product names are bedemab d their respective owner Copyright(C)2016 by Shspeon Stmng.Tle Company Inc.PLL RIGHTS RESERVED. **Paving is dd sod as whar the member.fluoride.beam or gilder,clown on this drawing meets epplbeble design setae for toads Loafing Coniitinw.a'rd Spans listed oath a sheet The dein must be rviesed b.a:welded dedgrwr or dedm rrotes doreI es re,urei for sr.rove!.The isms...urns*:raiuct instalbeon ccordn,to the manufedurer s a scitcdions • • a ll-8-17Snt=20171.41 LDK-Tamoiina Res (c klIeikinFigee2017.1.0.4 PO ch F101 Beam 13e-Pc/v.\ 1:13pmraesials natabase 15e2 End 1of1 1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: 11360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 9.5 PLF Fiename:Beam5 Other Loads Type Trb. Other Dead (Desaription) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Front 0' 0.00" 18' 0.00' 6' 0.00" 40 20 Live Point(LBS) Top 4' 7.38' 1478 815 Live Point(LBS) Top 13' 4.63" 1478 815 Live I ill 11% ).' Ill 900 900 P m 1800 Bearings and Reactions mut Min Gravity Gravity Location Type Material Length Requied Reaction Uplift 1 0' 0.000" Wall Not Checked 3.500" 1.500" 2202# — 2 9' 0.000" Wall Not Checked 5.000" 2.784" 7212# — 3 18' 0.000" Wall Not Checked 3.500' 1.500" 2202# — Maldmum Load Case Reactions Used for appying point loads(or Illy loeb)to carrying members Lie Dead 1 1522# 881# 2 4668# 2543# 3 1522# 681# Design spans 8' 9.375" 8' 9.375" Product: 3 1/2x9 1/2 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing akxg the top chord. Design assumes corrtnuous lateral bracing along the bottom chord. Allowable Stress Design Actual Atowable Capacity Location Loading Positive Moment 6111.'# 10529.'# 58% 4.61' Odd Spans D+L Negative Moment 7337.'# 10529.'# 69% 9' Total Load D+L Shear 3313.# 6650.# 49% 8.56' Total Load D+L Max.Reaction 7212.# 12950.# 55% 9' Total Load D+L TL Deflection 0.1430" 0.4391" U737 4.17' Odd Spans D+L LL Deflection 0.1075" 0.2927" L/980 4.6' Odd Spans L Control: Negative Winer* DOIs: Live=100% Snow=115% Roof=125% Wind=160% Al product names are bademab d bar respcbyeownes Copynght(C)2016 by Simeon Stong-Tie Company Inc.ALL RIGHTS RESER/ED. 'Passing s dd red as erne,the reenter.floor joist,beam or girder,atom on this drevens meets applicffile deepn cotes for toads Loadng Conhtioo.and Stens listed on thin sheet. The doe,.must be revieoed b.,a unified desi;ner ordes,v nofesslmsl ea,.•;uiei for oroval.The dee iln aasmnes nrcduct hotel lation cmrdn.to be manufacturer a.ec8crlions • • a.: - (SBmN)17.1.4.2 LDK-Tanina Res 11-8-17 Mats* `se 1561 Perch Moor wain –f,. ` 1:10pm r Riit Side � � 1 of 1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous 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 9.5 PLF Filename:Beam4 Other Loads i Type Trip. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 1' 0.00" 40 20 Live Point(LBS) Top 4' 3.00" 331 323 Live Point(LBS) Top 8' 3.25" 309 353 Live Point(LBS) Top 11'10.00" 110 125 Live Additional Uniform(PSF) Top 4' 0.00" 12' 0.00" 1' 0.00" 40 20 Live Point(LBS) Back 4' 0.00" 792 449 Live / 1200 / a 1200 Bearings and Reactions Input Min Gravity Dimity Location Type Matetat Length Requ red Reaction Upift 1 0' 0.000" Wall Not Checked 3.500" 1.500" 2048# - 2 12' 0.000" Wall Not Checked 1.750" 1.500" 2036# - — Matdmum Load Case Reactions Used for applyity poet toads(or Tins loads)toorryfngmenbeta Live Dead 1 1192# 853# 2 1135# 901# Design spans 11' 8.500" Product: 31/2x91/2 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design ! Actual aowabbte capacity Location Loading Positive Moment 7369.'# 10529.'# 69% 4.25' Total Load D+L Shear 1991.# 6650.# 29% 0.23' Total Load D-FL Max.Reaction 2036.# 4533.# 44% 12' Total Load D+L TL Deflection 0.3843" 0.5854" 11365 6.07 Total Load D+L LL Deflection 0.2208" 0.3903" 11636 6.07' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wnd160% Al pmdud names ere trademrla d their respective owns Copyright(C)2016 by Sinpeon Siong-Tie Company Inc.ALL RIGHTS RESERVED. 'Piecing is ddred as when the member,&oriole/.beam orglyder,slow.onthis Missing meets appic de design cdtee for loads,Loafing Corditms,erd Stere listed on this sheet. The deem must be reviewed b.a::velfieddesi:n ordae..n pofecdmal es...1 oei for yrmvel.This des:m amumes:+oduct iidalletion ecoxdn,to to man feaurer a one. IP CS Beam 2017.1.4.2 LMC-Tamcsuina Res 1m ar20171.0.4 11-8-17 Medals Diabase 1562 Deck Beam �( Pc/l✓\ U 1:03pm 1of1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous 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 10.8 PLF Filename:Beam3 Other Loads Type Trb. Other Dead (Desaiption) Side Begn End Width Slat End Stat End Category Reclacement Uniform!PSF; Front 0' 0.00" 9' 9.00" 4' 0.00" 40 20 Live 17 � / 990 m m 990 Bearings and Reactions Gravity Gravky Location Type MaterialLength Required Reaction Upift 1 0' 0.000" Wall Not Checked N/A 1.500" 1241# — 2 9' 9.000" Waft Not Checked N/A 1.500" 1241# — Madurum Load Case Readons Used for eppNk9 Paid Toads(or him loads)to carrying mambos Live Deed 1 792# 449# 2 792# 449# Design spans 9'10.750" Product: SYP(June2013)#2 2 x 10 3 ply PASSES DESIGN CHECKS Conned memberswit h 2 rows of 16d common nails at 12.0"oc NOTE:Nags must be applied from both sides Mninum 1.50"bearing requied at bearing#1 Mininum 1.50"bearing requiedatbearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Aloweble Capacity Location Loading Positive Moment 3070.'# 4920.'# 62% 4.88' Total Load D+L Shear 1048.# 4856.# 21% -0.06' Total Load D+L LL Deflection 0.0831" 0.3299" U999+ 4.88' Total Load L TL Deflection 0.1302" 0.4948" L/911 4.88' Total Load D+L Control: Positive Moment DOLs: Live=100% Srtow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2012 Al product names are trademarks d bair respective owns Copyright(C)2016 by Simpson Strong-Tie Company Inc.ILL RIG WS RES ERNE D. 'Passing is da nod as wrier the member,hrorjolst,been weirder,crown onthis drawing meats epplcable de en cnteb for toads,Lcadng Corn:bo a.and Sons listed on this sheet. The deep must be reviewed b,a,ualfied des mer or dead,rrofeeslmal as..o nil for a newel.The deo-.n assumes:roiuct nstalbtion$o tdni to the manufacturer's...tics/ions. i i - - f' i k�t a4r ;,. ,. ,t,1,, .,: 1! ' pG® , , „,„. .,,,.. ,„,,,, ,,,,. .. . .,,, , a,. : ,.:., ., ,,:,„ 7' ...,;w fiara4w,rxi�au _ , i,,, - a rtaw.,akas<a+MwNWNY;MIw" _ „,„......... ,„....,„„„es„„: %.•44.,,,,K011••••••1110.3 'Y TM3G 2. K •$ rcfs,RfiN.n't141iPPi5 • .woe „ 45...t{3 •..k"dl+r"i341}T31tk'l94YMtl WAY - r� ,s r.ar,*s .. weresy.;',ee eatp+ —" _ I Simplex Grinder • Package Factory Assembled 2 hp Grinder Pump 24"Diameter System 4"inlet hub with seal r r Pre-mounted floats for pump "`Available control and alarm r a Heights �' "> 4" Fiberglass hub with 4" rubber I;• .4:- aa° 1 pipe seal ry , 6014 , �..' 1-1/4" Discharge Year Warranty : t 72" Factory pre-assembled guide `/ 84• rail system `ti Integral check valve Galvanized guide rail pipe • (stainless optional) t Factory pre-assembled schedule _ 80 PVC discharge piping t with ball valve • Fiberglass basin with anti-flotation collar 1. •Structural foam cover-1000 lb.load rating (steel optional) •All stainless steel supports and brackets pre-mounted 4 • NEMA 4X junction box for electrical ./., connections, pre-mounted Stainless steel chain for pump lift-out M^ I 8, iiiml —.5111111641111. Available with Omnivore LSG or LSGX-Series oniniunre 2 — Grinders (2-Stage)Grinders 2-Stage Grinders Pk .1 I - 1 \ ll k X ■ 2400-Series Specifications Dimensional Data ' , Top View 2 hp. Grinder Pump Omnivore- Choose from single Grinders ° stage LSG or two stage �. LSGX-Series pumps ; ';;A- w ar,•Available in a wide range of voltages •I (- °''' r,J° • 1-1/4"discharge . ; ' • 25' power cable length (See LSG or LSGX-Series literature for complete pump specifications.) Side View I Performance Curves: 4"total Hub and Liters Per Minute Or 60' Seal Prov id e d 0 0.6 1.3 1.9 2.5 3.2 3.5 Discharge Not Attached ea' 190 De•ih Systems 180 MB qty.✓a x.,1'"1 t'� �`'�ar r (.Moonled at 18- �; 5. on 48"Tot Systems) 160 •_' �` s?,,iEilit wr I 150 140 =„---- 4° kye'y% _ nµ ? S$' ':. .>.- S � c 100 `-„�'�- _ - I Nam, Boat ''r`° 'P , ` Y �LSGx-seriels 30 •43 _`-, '•.Stage) - Premounted f' ,. g, See Charl ".y` i' d 90 NI �� b.. Bebw �� D''c" '.' ' = 7 « 80 ��` ; j } On F;oat C `,-- A �1 Premounted 70 LSG-Series 20 m See Chart ~ -��'1-- a �,IS=, Bebw 60 ---.1„- t'Tr 50 011 unt apal MEM.WEN Premounted 40 MIIIIIIIMM Ell MI See Chad ill '�' y� 30 _MEI I_ --_ 20 ---.I-- Float levels are adjustable per included instructions ,0 ____I-- o 11111=1.1111111=- o Galvanized guide rails standard.For stainless steel rails add"S"to model number. , o 10 20 30 40 50 60 Example:2472LSG24-S Gallons Per Minute For steel cover option add"-SC"suffix to model number. Example:(steel)2472LSG24-SC I Factory set control levels 2400-Series Volume per Total Basin Model Off level On Level Alarm Level Pump Cycle Capacity 2448 9.5"(42 cm) 16.5"(41.9 cm) 21"(79 cm) 13.5 gal.(51 liters) 94 gal.(356 liters) 2460 13"(33 cm) 27"(69 cm) 33"(86 cm) 31 gal.(117 liters) 118 gal.(447 liters) 2472 13"(33 cm) 31"(79 cm) 37"(94 cm) 39 gal.(148 liters) 141 gal.(534 liters) 2484 13"(33 cm) 33"(84 cm) 37"(102 cm) 43 gal.(163 liters) 165 gal.(625 liters) .kir ` k, ' :e if ❑ t� > 4 `/T 111 3 0. tt7 t1�¢yif� O I t US Pumos • • • A .... 111111111111111111111. �nnau 14. .�aerWarsrx€.�+uNH(•4 .c n - - F n ..,• -._ .•.• •. .•:•xvtMY10@IraRagN�#l4NNR�`�1'NY4lvgtaNhNMXYhY W2(*iNkkrcl. ,un.,:xat sl.: •_..-•,,, r,:.,, .. WINNINAMMANIONINW�I../...M. � . ,.:..... ""U4i5AlYlNgIlI1:l7F4l4il.LWNN'A.#ttYBld4iWtI `SNYffI16vF17r1.Y.1h"V11SM�*Mt6rnr4I3."f14A MS3"A•.)J rtI..,,, -rWCV ' ye .+ ! yMr „ 6 . ...�1 JJ ✓ r _ '�i• 9:-.:.) .J. .Mrrrr .4 ; IMMIUri mieninzatIMIe4131iRfMKtinvioin avItstwewitattiOm tit f%r5'izilk.ariat,thtri.liiK{,&l �„ 1•I((.' .i: f t1N1tifiMAalk14014101 U0101.emiAl1t4i4,43A1 ttrirGlMtt4WM 5 W .4 J4,,IIIf 'J 1111111.1111111111111* r ”. SX-Series Panels - i M. (Standard) Systems with heights Provide reliable alternating of 60",72"or 84"include I I operation with standard an SX-Series or IP-Series panel(see model details '' ii 4 features that include: on page p g ) i t4,� _ •HOA Switch 11NEMA 4X enclosure •Circuit Breaker SXH24_3 •Visual and Audible alarm Control Panel +,/ with Alarm •Pump run indicator light Included •Auxiliary contacts c us r •Three level control floats For the complete SX-Series IP-SeriesTM Panels - specifications,See SX-Series (Optional) literature sheet. .. ,'' .y. r R`` '1-1-. `, 3 +s d' v 1 IP control panels incorporate •Inner panel door provides t ;,'u.. ' X` 11.!,:74';4.4-,-,f,,-,,„.,„„, i the latest programmable increased safety ,40,rt- - ;'t f «5 pump features through a simple,easy-to-use touch `.•Separate control and s�` 0,,,, A;y ;," pad on the inner door.Now alarm fuses . - �^"- i- I ''�. ��: pump programming and „ I w f system monitoring is easier •Digital display board for . ¢ o "' pA 6 am .•6 6 than ever. system monitoring t'r I •• ' IPA, S -`, 00• II Features: •Alarm beacon and horn (I _ .,...,. provide audio/visual •NEMA 4X weatherproof r I° Ir enclosure for indoor/ warning of alarm condition i%' x -- outdoor mounting •Test/Normal/Silence switch ; ' t i- I l tab •Float-less level sensor is se ' compact and eliminates •Auxiliary contacts t : r, i multiple wide-angle floats It •Panel is field convertible I for controlling pump for either demand dose or Float-Less •Redundant"ALARM" timed dose applications Level Sensor float included for added For the complete IP-Series security specifications,See IP-Series r' literature sheet. NOTE:To order the IP-Series •Easy-to-use touch pad for panel option,add"-IP"suffix P .1 programming pump on/ to the system model number. ¢ t , off levels and alarm level in Example:2472LSG24-IP inches or centimeters 3 l_ J Q _ I O I r r" , 2400_ Standard Panel (Optional)Panel Models Volts Phase Wgt. SX-Series IP-Series 2448-24"x 48"basin(Discharge depth is 12"from top of basin) Series2448LSG202 208/230 1 220 lbs. ALM-2W NA 2448LSG202-S 208/230 1 220 lbs. ALM-2W NA Simplex 2448LSG202-S-SC 208/230 1 230 lbs. ALM-2W NA 2448LSG202-SC 208/230 1 226 lbs. ALM-2W NA 2448LSGX202 208-230 1 229 lbs. ALM-2W NA Models 2448LSGX202-S 208-230 1 229 lbs. ALM-2W NA 2448LSGX202-S-SC 208-230 1 239 lbs. ALM-2W NA 24"diameter 2448LSGX202-SC 208-230 1 239 lbs. ALM-2W NA fiberglass basin 2460-24"x 60"basin(Discharge depth is available in 24"or 36"from top of basin.Add-24 or-36 to model when ordering) available in heights 2460LSG202(-24 or-36) 208/230 1 2301bs. SXH24=3 IPS-24H of 48", 60", 72" 2460LSG202-A(-24 or-36) 208/230 1 231 lbs. ALM-2W NA and 84". 2460LSG202-C(-24,or-36) 208/230 1 231 lbs. SXHC24=3 IPS-24HC 2460LSG203(-24 or-36) 208/230 3 235 lbs. SX34=3-511 IPS-34-511 2460LSG204(-24 or-36) 440-480 3 235 lbs. SX34=3-171 IPS-34-171 Systems listed 2460LSG205(-24 or-36) 575 3 235 lbs. SX54=3-161 IPS-54-161 2460LSGX202(-24 or-36) 208-230 1 236 lbs. SXH24=3 IPS-24H to the right with 2460LSGX202-C(-24 or-36) 208-230 1 237 lbs. SXHC24=3 IPS-24HC heights of 60",72" 2460LSGX203(-24 or-36) 208/230 3 2421bs. SX34=3-511 IPS-34-511 or 84" are shipped 2460LSGX204(-24 or-36) 440-480 3 242 lbs. SX34=3-171 IPS-34-171 With a standard 2460LSGX205(-24 or-36) 575 3 242 lbs. SX54=3-161 IPS-54-161 SX-Series control 2472-24"x 72"basin(Discharge depth is available in 24",36"or 48"from top of basin.Add-24,-36 or-48 to model when ordering) panel.To upgrade 2472LSG202(-24,-36 or-48) 208/230 1 237 lbs. SXH24=3 IPS-24H to an I P-Series 2472LSG202-C(-24,-36 or 48) 208/230 1 238 lbs. SXHC24=3 IPS-24HC r. 2472LSG203(-24,-36 or-48) 208/230 3 242 lbs. SX34=3-511 1PS-34-511 panel add "-IP" $.µ 2472LSG204(-24,-36 or-48) 440480 3 242 lbs. SX34=3-171 IPS-34-171 .- suffix to the model 2472LSG205(-24, -36 or-48) 575 3 242 lbs. SX54=3-161 IPS-54-161 number. See SX- 2472LSGX202(-24,-36 or-48) 208-230 1 243 lbs. SXH24=3 IPS-24H te 41 Series or IP-Series 2472LSGX202-C(-24,-36 or 48) 208-230 1 244 lbs. SXHC24=3 IPS-24HC "' 2472LSGX203(-24,-36 or-48) 208/230 3 249 lbs. SX34=3-5111PS-34-511olki .. literature for 2472LSGX204(-24,-36 or-48) 440480 3 249 lbs. SX34=3-171 IPS-34-171 t ,;?N t` complete 2472LSGX205(-24,-36 or-48) 575 3 249 lbs. SX54=3-161 IPS-54-161 specifications. ' 2484-24"x 84"basin(Discharge depth is available in 24",36",48"or 60"from top of basin.Add-24,-36,-48 or-60 to model when ordering r 2484LSG202(-24,-36,-48 or-60) 208/230 1 258 lbs. SXH24=3 IPS-24H 2484LSG202-C(-24,-36,-48 or-60) 208/230 1 265 lbs. SXHC24=3 IPS-24HC 2484LSG203(-24,-36,-48 or-60) 208/230 3 269 lbs. SX34=3-511 1PS-34-511 2484LSG204(-24,-36,-48 or-60) 440-480 3 269 lbs. SX34=3-171 IPS-34-171 f 2484LSG205(-24,-36,-48 or-60) 575 3 269 lbs. SX54=3-161 IPS-54-161 2484LSGX202(-24,-36,-48 or-60) 208-230 1 264 lbs. SXH24=3 IPS-24H 2484LSGX202-C(-24,-36,-48 or-60) 208-230 1 265 lbs. SXHC24=3 IPS-24HC 2484LSGX203(-24,-36,-48 or-60) 208/230 3 270 lbs. SX34=3-511 IPS-34-511 2484LSGX204(-24,-36,-48 or-60) 440-480 3 270 lbs. SX34=3-171 1PS-34-171 2484LSGX205(-24,-36,-48 or-60) 575 3 270 lbs. SX54=3-161 IPS-54-161 www• Liberty Pumps• 7000 Apple Tree Avenue•Bergen,New York 14416 l i b e r t yp u m p s Phone 800-543-2550 Fax(585)494-1839 .00 M Specifications are subject to change without notice.Copyright©Liberty Pumps,Inc.2014 All rights reserved. LLIT6700-R10/14 4 a IibjomnivePumps Grinders PumSpecifications •- � �. 1111 Pu p p IV 2448LSG, 2448LSGX Series Omnivore® 2HP Simplex Grinder Packages LITERS PER MINUTE 0 50 100 150 200 200 I I I I 60 190 180 170 LSGX TWD — 50 160 TAGS 150 140 • — 40 130 120 LL 110 = O 100 • 30 I 4 = 0 90 0 80 LsG SIUGLE ~ STAGE 70 — 20 60 50 - 40 30 — 10 20 - 10 - 0 0 0 10 20 30 40 50 60 GALLONS PER MINUTE 2448LSG_P1 R4/2/2012 ©Copyright 2012 Libcrty Pumps Inc. All rights reserved. Specifications subject to change without notice. 2448LSG/LSGX - Series Dimensional Data 030 3/16" L. [77cm] + 0+-T+ FIBERGLASS OR STEEL COVER 1- -------1- 4:1- 0- --1;-'0' 00000 0 0°00 (FIBERGLASS SHOWN) (40 0 00000000 00Q 4. 000000,0 0 00004-i- 0 1.¢f ` �0 0- 0 I I C,1'1'0%1' ° 100°01 1-1/4" PVC +0000000000¢ 00 DISCHARGE � � ��0-��++ PIPE 32.9inJB230 ...- Iii .--, WITH [84cm] JUNCTION BOX - _ _ 6-20P 230 VOLT RECEPTACLE I t 12 18.Oin [30cm] 4.l in [46cm] n � � [10cm] I I ALM-2W (=_ __________—_.—D--- OUTDOOR 4" FIBERGLASSWATER INLET HUB AND 48" ALARM FERNCO SEAL - [122cm] 115 VOLT 5.9in [15cm] r / ANTI FLOATATION COLLAR 24" o —) [61 cm] [� er'''' INSIDE DIAMETER I 0-) `.......00- 0 30" PEORIEMAY AND CONDOENDM THE INFORMATION CONTAINED M THIS [76c m] DRAWING IS TFE SOLE PROPERTY OF 2448 SERIES DIMENSIONAL LIBERTY PUMPS.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRIrEN PERMISSION OF LIBERTY PUMPS A DATE: 2/16/12 A IS PROHIBITED. APPLICATION DO NOT SCALE DRAWING IWEIGHT: LBS I .:�I F.I:a SdET 1 O:3 2448LSG_P2 R4/2/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. Bbigi 4 • I. 11. IH 4 iiiii. 1 411,,. � �IIi :aI�Y ` ,� _ [61cm]] TANK 30" [76cm] ANTI-FLOAT ELECTRICAL CONDUIT COUPLING 2" NPT-% I 1 \h1FM 10" /' 12" I ' 1 ' [25cm] 4 [30cm] • •ci/ 1,1 -n- 1 ..:1= 18.Oin t • • 41 I 11 •% [46c m] 1 I "rid GR20 GUIDE RAIL /_ ! i-j. DISCONNECTED VIEW M.- SEE DETAIL NEXT PAGE witriii ti � �s. 21' .'1'11-F f [53c ] 1 ' ALARM 1_ _ FLOAT [33cm] if ,.,ai 1-1 OFF FLOAT -I'�_ " iT'z'm i bbj_ Pumps PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THESOLE PROPERTY OF 2448 SERIES DIMENSIONAL LIBERTY PUMPS.ANY REPRODUCTION - _ DWG.NO. N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF LIBERTY PUMPS A 5 PROHIBITED, DATE: 2/16/1 2 A APPLICATION DO NOT SCALE DRAWING (WEIGHT• LBS I SCALE:1:. SHEET 2 bE 3 2448LSG_P3 R4/2/2012 ®Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. Edb 61:1ffi, Pump. s • 3.6in [9cm] �Vh /1,o; •; 6 5/811 5.2in eII-In w ova rii..-,. [17cm] [ 13cm] \r E.,E. ��.-.3'i `I�_.1 ,_ A' IPI01 lie flii 17.Oin [43cm] 1 1\ UPPER PIPE „I111114 GUIDE BRACKET V'I elit i ;:1111 ;;;, 11, 1,-1\--)l'\ \ 20.7in ,\V [53cm] 1``. mmil ,16%, ti Ili 5.2in ri 11�.�1�11,,.. [ 13cm] i�.-� `'`111 • I i'r I_�` 9.0in [23cm] 10" [25cm] 19.5in _ [50cm] s Pity GR20 GUIDE RAIL BASE R p , mlo _ PROPRRTARY MID COW$D€NTIA1 THE INFORMATION CONTAINED IN THIS LIBERTY PROPERTY RODUCIO 2448 SERIES DIMENSIONAL LIBERTY PUMPS.ANY REPRODUCTION DAG.rro. N PART OR AS A WHOLE WITHOUT THE - - WRITTEN PERMYSION OF LIBERTY PUMPS A DATE: 2/27/12 q 5 PROHIBITED. APPLICATION DO NOT SCALE DRAWING IWEIGHT: LBS 1 KA:E:.:6 SqFFt GE I Libigi 2448LSG_P4 R4/2/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 4 2448LSG/LSGX - Series Electrical data FULL LOCKED THERMAL STATOR CORD MODEL P VOLTAGE PHASE SF LOAD ROTOR OVERLOA WINDING LENGTH DISCHARGE AUTOMATIC AMPS AMPS D TEMP CLASS FT 2448LSG202 2 208/230 1 1.0 15 53 135°C B 25 1-1/4"NPT YES 2448LSGX202 2 208-230 1 1.0 15 53 135°C B 25 1-1/4"NPT YES 2448LSG/LSGX - Series Technical Data WOUND FIBERGLASS WITH ANTI FLOATATION FLANGE FIBERGLASS COVER STANDARD, TANK STEEL COVER OPTIONAL 93 GALLON TOTAL BASIN VOLUME CAPACITY (PUMP CYCLE=13.5 GALLONS) STANDARD—SCHEDULE 40 GALVANIZED GUIDE RAIL OPTIONAL SCHEDULE 40 STAINLESS STEEL GUIDE RAIL BASE/ DISCONNECT (GR20) CAST IRON INLET HUB 4"WITH FLANGE GASKET AND PIPE SEAL DISCHARGE PIPING SCHEDULE 80 PVC NEMA 4X OUTDOOR WITH 6-20R 230V JUNCTION BOX RECEPTICLE NEMA 4X OUTDOOR ALARM WITH VISUAL AND ALARM AUDIBLE(80 DBI)ALARM IMPELLER 300 SERIES S.S. PAINT POWDERCOATING MAX LIQUID TEMP 140°F/60°C MAX STATOR TEMP 275°F/135°C THERMAL OVERLOAD 275°F/135°C POWER CORD TYPE SJOOW MOTOR HOUSING CLASS 25 CAST IRON VOLUTE CLASS 25 CAST IRON SHAFT 300 SERIES S.S. HARDWARE STAINLESS ORINGS BUNA N MECHANICAL SEAL UNITIZED SILICON CARBIDE MIN BEARING LIFE 50,000 HRS 2448LSG_P5 R4/2/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. • 2448LSG/LSGX - Series Specifications 1.01 GENERAL: The contractor shall provide labor,material,equipment,and incidentals required to provide (QTY)centrifugal grinder pumps as specified herein.The pump models covered in this specification are Series LSG/LSGX200 single phase grinder pumps.The pump furnished for this application shall be model as manufactured by Liberty pumps. 2.01 OPERATING CONDITIONS: Each submersible pump shall be rated at 2 hp volts phase 60 Hz.3450 RPM.The unit shall produce G.P.M.at feet of total dynamic head. The submersible pump shall be capable of handling residential and commercial sewage and grinding it to a fine slurry enabling it to be pumped over long distances in pipelines as small as 1.25"in diameter. The LSG series single stage submersible pump shall have a shut-off head of 110 feet and a maximum flow of 50 GPM @ 10 feet of total dynamic head. The LSGX series two stage submersible pump shall have a shut-off head of 185 feet and a maximum flow of 38 GPM @ 10 feet of total dynamic head. The pump shall be controlled with: A piggy back style on/off float switch(Single Phase Only). 3.01 CONSTRUCTION: SA• Each centrifugal grinder pump shall be equal to the c us certified Series LSG/LSGX Grinder pumps as manufactured by Liberty Pumps,Bergen NY.The castings shall be constructed of class 25 cast iron.The motor housing shall be oil filled to dissipate heat.Air filled motors shall not be considered equal since they do not properly dissipate heat from the motor. All mating parts shall be machined and sealed with a Buna-N o-ring.All fasteners exposed to the liquid shall be stainless steel.The motor shall be protected on the top side with sealed cord entry plate with molded pins to conduct electricity eliminating the ability of water to enter internally through the cord.The motor shall be protected on the lower side with a dual seal arrangement.The first seal is a double lip seal molded in FKM fluoroelastomer or Buna N. The second/main seal shall be a unitized hard face silicon carbide seal with stainless steel housings and spring. The upper and lower bearing shall be capable of handling all radial thrust loads.The lower bearing shall have the additional ability to handle the downward axial thrust produced by the impeller and cutters by design of angular contact roller races.The pump housing shall be of the concentric design thereby equalizing the pressure forces inside the housing which will extend the service life of the seals and bearings.Additionally there shall be no cutwater in the housing volute in order to discourage the entrapment of flowing debris.The pump shall be furnished with stainless steel handle having a nitrile grip. 4.01 ELECTRICAL POWER CORD The submersible pump shall be supplied with 25 feet of multiconductor power cord.It shall be cord type SJOOW(1-phase) capable of continued exposure to the pumped liquid.The power cord shall be sized for the rated full load amps of the pump in accordance with the National Electric Code. The power cable shall not enter the motor housing directly but will conduct electricity to the motor by means of a water tight compression fitting cord plate assembly,with molded pins to conduct electricity.This will eliminate the ability of water to enter internally through the cord,by means of a damaged or wicking cord. 2448LSG_P6 R4/2/2012 ®Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 4 5.01 MOTORS Single phase motors shall be oil filled,capacitor start/capacitor run,class B insulated NEMA B design,rated for continuous duty. At maximum load the winding temperature shall not exceed 135 degrees C unsubmerged.Since air filled motors are not capable of dissipating heat they shall not be considered equal.The pump motor shall have an integral thermal overload switch in the windings for protecting the motor.The capacitor circuit shall be mounted internally in the pump.Single phase motors shall have an integral solid state starting circuit switch for switching the start winding off. 6.01 BEARINGS AND SHAFT An upper radial and lower thrust bearing shall be required.The upper bearing shall be a single ball/race type bearing.The lower bearing shall be an angular contact heavy duty ball/race type bearing,designed to handle axial grinder pump thrust loads.Both bearings shall be permanently lubricated by the oil,which fills the motor housing.The bearing system shall be designed to enable proper cutter alignment from shut off head to maximum load at 10'of TDH.The motor shaft shall be made of 300 or 400 series stainless steel and have a minimum diameter of.670". 7.01 SEALS The pump shall have a dual seal arrangement consisting of a lower and upper seal to protect the motor from the pumping liquid.The lower seal shall be a FKM fluoroelastomer OR Buna N molded double lip seal,designed to exclude foreign material away from the main upper seal.The upper seal shall be a unitized silicon carbide hard face seal with stainless steel housings and spring equal to Crane Type T-6a.The motor plate/housing interface shall be sealed with a Buna-N o-ring. 8.01 IMPELLER The impeller shall be a investment cast stainless steel impeller,with pump out vanes on the back shroud to keep debris away from the seal area.It shall be keyed and bolted to the motor shaft. 9.01 CUTTER MECHANISM The cutter and plate shall consist of 440 stainless steel with a Rockwell C hardness of 55-60.The stationary cutter plate shall have specially designed orifices through it,which enable the slurry to flow through the pump housing at an equalized pressure and velocity.The stationary cutter shall consist of V shapes to maximize cutting action and arc shape exclusion slots to outwardly eject debris from under the rotary cutter.The rotary cutter shall have(4)blades and be designed with a recessed area behind the cutting edge to prevent the accumulation and binding of any material between rotary cutter and the stationary cutter.The cutting system must incorporate close tolerances for optimum performance. Ring or radial cutters,or those that grind on the outside circumference of shall not be considered equal. 10.01 CONTROLS All single phase units can be supplied with CSA and UL approved automatic wide angle tilt float switches.The switches shall be equipped with piggy back style plug that allows the pump to be operated manually without the removal of the pump in the event that a switch becomes inoperable. Manual Pumps are operable by means of a pump control panel. 11.01 PAINT The exterior of the casting shall be protected with Powder Coat paint. 12.01 SUPPORT The pump shall have cast iron support legs,enabling it to be a free standing unit.The legs will be high enough to allow solids and long stringy debris to enter the cutter assembly. 2448LSG_P7 R4/2/2012 ®Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. • 13.01 SERVICEABILTY Components required for the repair of the pump shall be shipped within a period of 24 hours. 14.01 FACTORY ASSEMBLED TANK SYSTEMS WITH GUIDE RAIL AND QUICK DISCONNECT DISCHARGE Guide factory mounted rail system with pump suspended by means of bolt on quick disconnect which is sealed by means of nitrile grommets.The Discharge piping shall be schedule 80 PVC and furnished with a check valve and PVC shut-off ball valve.The tank shall be wound fiberglass or roto-molded plastic.An inlet hub shall be provided with the fiberglass systems. Stainless steel Guide Rail Zinc plated steel Guide Rail "diameter of basin size "height of basin size "distance from top of tank to discharge pipe outlet Fiberglass cover Structural foam polymer cover Steel cover Simplex System with Outdoor panel and alarm Duplex System with Outdoor panel and alarm Separate Outdoor Alarm Remote Outdoor Alarm 15.01 TESTING The pump shall have a ground continuity check and the motor chamber shall be Hi-potted to test for electrical integrity,moisture content and insulation defects.The motor and volute housing shall be pressurized,and an air leak decay test is performed to ensure integrity of the motor housing.The pump shall be run,voltage current monitored,and the tester checks for noise or other malfunction. 16.01 QUALITY CONTROL The pump shall be manufactured in an ISO 9001 certified Facility. 17.01 WARRANTY Standard limited warranty shall be 3 years. 2448LSG_P8 R4/2/20I2 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. • New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. 11/72017 Mailing Address of the Dwelling or Dwelling Unit City 1525 Long Lake Blvd. Orono LDK ;INCE 197E Name of Residential Contractor MN License Number LDK Builders,Inc BC001327 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) o d Active(With fan and monometer or other system monitoring L1RC112 I' F m device) �t o , . ao Location(or future location)of Fan: 3 i o y m esF, Attie na 74 o $ y 2 o d 8 • Insulation Location c 2 c� O w E x v m m ti J LL. it. LLL t° 5 C7 Other Please Describe Here Below Entire Slab R-10 X • Foundation Wall R-10 X R-10 XPS on Exterior Perimeter of Slab on Grade Rim Joist(1st Floor) R-21 X • Rim Joist(2nd Floor+) R-21 X Wall R-21 X Ceiling,flat R-50 X Ceiling,vaulted R30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned area R-30 X X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICAL SYSTEMS ; Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code NAT GAS NAT GAS R-410A Fuel Type Passive Bryant Rheem Bryant Manufacturer Powered Interlocked with exhaust device. 912SB48080S17 PROG604NRH67PV BA13NA048 Describe: Model Input in Capacity Output Other,describe: BTUS: 80,000 in Gallons: 50 in Tons: 4 Rating or Size _ AFUE or Location of duct or system: HSPF% 92 o SEER 13 /EER Efficiency • Heating Loss Heating Gain Cooling Load Residential Load Calculation 63,606 37,197 43,408 Cfms "round dud OR MECHANICAL VENTILATION SYSTEM I ^metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 30%=93 High: 60%.=186 Location of duct or system: Balanced Ventilation capacity in cfms: Cfm's Location of fan(s),describe: Capacity continuous ventilation rate in cfms: 90 5 "round duct OR • Total ventilation(intermittent+continuous)rate in cfms: 180 "metal duct 1525 Long Lake Blvd. Orono HVAC Load Calculations for LDK Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Road Plymouth, Mn 55447 763-473-2267 Tuesday, November 07,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating 1525 Long Lake Blvd.Orono Plymouth,MN 55447 — - Page 2 Project Report General Project Information Project Title: 1525 Long Lake Blvd. Orono Designed By: Josh Gray Project Date: Tuesday, November 07, 2017 Client Name: LDK Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Road Company City: Plymouth, Mn 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray@sabreheating.com Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Check Figures Total Building Supply CFM: 1,694 CFM Per Square ft.: 0.400 Square ft. of Room Area: 4,233 Square ft. Per Ton: 1,170 Volume (ft3)of Cond. Space: 35,379 Building Loads Total Heating Required Including Ventilation Air: 63,606 Btuh 63.606 MBH Total Sensible Gain: 37,197 Btuh 86 % Total Latent Gain: 6,212 Btuh 14 % Total Cooling Required Including Ventilation Air: 43,408 Btuh 3.62 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\ ...\1525 Long Lake Blvd. Orono TAMOSUINAS.rh9 Tuesday, November 07, 2017, 6:44 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.1, Sabre Plumbing&Heating 1525 Long Lake Blvd.Orono Plymouth,MN 55447 Page 3 Load Preview Report Sys Net ft.' Sen Lat Net Sen Hts Cl Ad Duct Scope Ton /Ton Area Gain Gain Gain Loss 9 9Size CFM CFM CFM Building 3.62 1,170 4,233 37,197 6,212 43,408 63,606 758 1,694 1,694 System 1 3.62 1,170 4,233 37,197 6,212 43,408 63,606 758 1,694 1,694 18x18 Ventilation 999 4,177 5,175 6,685 Supply Duct Latent 94 94 Return Duct 45 40 85 299 Humidification 6,019 Zone 1 4,233 36,153 1,901 38,054 50,603 758 1,694 1,694 18x18 1-Lower Level 1,490 3,331 0 3,331 14,329 215 156 156 2-5 2-Main Level 1,515 20,410 1,901 22,311 20,330 305 956 956 9-6 3-Upper Level 1,228 12,412 0 12,412 15,943 239 581 581 6-6 ------------ M:\...\1525 Long Lake Blvd. Orono TAMOSUINAS.rh9 Tuesday, November 07, 2017, 6:44 AM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating IS 1525 Long Lake Blvd.Orono; Plymouth,MN 55447 ._, -,_ Page 4_ Total Building Summary Loads Component Area Sen Lat Sen Total !Description _ - Quan -___-Loss Gain GainGam; LOW EE: Glazing-Builder Grade Low E Windows& 688 19,154 0 17,575 17,575 Sliding Door .32 U value .30 SHGC, u-value 0.32, SHGC 0.3 11J: Door-Metal- Fiberglass Core 41.8 2,181 0 602 602 15A-15sffc-8:Wall-Basement, concrete block wall, R-15 1056 3,125 0 0 0 foam board to floor, no framing, no interior finish, filled core, 8'floor depth R-20 12F-Osw: Wall-Frame, Custom, no board insulation, 2766.2 15,883 0 2,427 2,427 siding finish,wood studs RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 552 2,400 0 424 424 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 1228 2,457 0 1,356 1,356 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20-c: Floor-Basement, Concrete slab, any thickness, 1490 3,500 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 184 560 0 52 52 R-30 blanket insulation, any cover Subtotals for structure: 49,260 0 22,436 22,436 People: 5 1,000 1,150 2,150 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 1,642 134 338 472 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5,175 Humidification (Winter) 16.41 gal/day: 6,019 0 0 0 AED Excursion: 0 0 3,896 3,896 Total Building Load Totals: 63,606 6,212 37,197 43,408 Check Figures __- Total Building Supply CFM: 1,694 CFM Per Square ft.: 0.400 Square ft. of Room Area: 4,233 Square ft. Per Ton: 1,170 Volume(ft3)of Cond. Space: 35,379 Building Loads Total Heating Required Including Ventilation Air: 63,606 Btuh 63.606 MBH Total Sensible Gain: 37,197 Btuh 86 % Total Latent Gain: 6,212 Btuh 14 % Total Cooling Required Including Ventilation Air: 43,408 Btuh 3.62 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. INA .rh9 Tuesday, November 07, 2017, 6:44 AM M:\ ...\1525 Long Lake Blvd. Orono TAMOSU S Site address 1525 Long Lake Blvd.orono Date 11-7-17 Contractor Sabre Heating And A/C Completed Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4233 Total required ventilation 180 Basement–finished or unfinished) — - 5 Continuous ventilation 90 Number of bedrooms Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ so.ft.) continuous continuous Continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 80/9(D 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 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 ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. • Section B Ventilation Method (Choose either balanced or exhaust only) FA. Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only 'Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation rating by more than 190%. Low cfm: 93 (High cfm: oc Continuous fan rating in cfm(capacity must not exceed 7 I O V 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) ERV has wall control set to 30%=93 CFM ERV has wall control set to 60%=186 CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.if exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require 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 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 4233 unfinished basements) Estimated House Infiltration(cfm):[la 635 x ib] 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV = 0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from 635 above) Makeup Air Quantity(cfm); [3a-3b] -260 (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer to Table 501.4.2 NOT REQ A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances a Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not required per mechanical code(No atmospheric or power vented appliances) `/ Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4"rigid 5"flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 80000 raft Hood Dan Assisted ✓�irect Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood ❑✓ Fan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 768 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: fta LxWxH nLnWnH 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 th an TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 40000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 fta Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: O Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 fta Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + 0 3000 TRV fta 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= 768 / 3000 = 0.26 Step 6:Calculate Reduction Factor(RF). RF=1minus Ratio RF=1- 0.26 = 0.74 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per int CAOA= 40000 /3000 Btu/hr per int= 13.33 int Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.74 = 9.92 in? Step 9:Calculate Combustion Air Opening Diameter(CAOD) c c CAOD=1.13 multiplied by the sq u are root of Minimum CAOA CAOD=1.13 U Minimum CAOA= 3.55 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 ,3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 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. MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. 2011 - OIC Issued to: Linda Tomasuinas Permit No: 17-610 Location: 1525 Long Lake Blvd, Orono Purpose: Erosion Control- Single family home Date of Issuance: 12/13/2017 Date of Expiration: 12/13/2018 By Order of the Board of Managers Eli abeth Showalter Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on December 6th, 2017 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org DESCRIPTION OF PROPERTY SURVEYED All of Lot 20 and That pan of Lot 21 which lies west of a line drawn north and south through said lot and midway between the east and west line of said lot,in Albec's Long Lake Addition,Hennepin County,Minnesota. I) Slte Address:1525 Long Lake Boulevard,Orono,Minnesota 55356 2) Flood Zone Information:This property appears to he in Zone X(Area determined to be outside the 0.2%annual chance floodplain)per Flood Insurance Rate Map,Community Panel No.27053C0306F,effective dale of November 4th,2016. Exisdnq Elevations Proposed Elevations 3) Pared Area Information: Gross Area: 15,482 s.f. -0.355 acres { 4) Bench mark:Elmations are based on HCSD Geodetic Station Name:MICKI which has an elevation of:1028.877 feet I alae set - (NGVD29). LAKE Q sato 9 <_ ng < ., alto 5) Zoning Information:The current Zoning for the subject property is LR-IA(One Family Lakeshore Residential-2 Acres)per the ity of es zoning map dated e < A �i='`c>,1:BL\si1; �3 < LNG LrA BLVD - J 1 designation were obtained from the City of Orono found n their web emba 2016.The setback,ls height, the date of September 8th,2r space arca restrictions and arc afor said s follows: i N81a <-_<� `surI F+a:7 <��<`' fm"8811 Principal Structure Setbacks-Front'50 feet Lake Blvd) N81 34 :��I�.-MA.o` Side:Io feel aa.,,a 4136"W ¢4.58 7_�� R "71."•t•M •"V/ 44-.58 f � Rye < Rear so feel �L •9M 1. Oto 80 980.3 -�.iiiviiii Q--sp.e- 0.2 Lake:75 feet �1 EX S/RUCTURE • "\� s "'� 0/ \ - Ex STRUCTURE'�4 E a r f'� �/ r t/ _' •0//2'r \ Height 30 feel 9M 59B• ae/ ' .4• , rt. __• o r ,• Seo. -v r oa,� ?��•- y \ JJ Hardcover.25 percent of lo[area per Tier 1 Slommsa¢r Quality Overlay District Map 9710 I ) FRO r < \ ` 9e/.t. .yej 971.. rj I qe,7, Please note that the general restriction for the subject property may have been amended through a city process.We could be ��_ u .Boal I / ,v,,,oy ,3 I \I 67. � � ` / a v_ unaware of such amendments if they arc not in a recorded document provided to us. We recommend that a zoning letter be 7 _ r 9e1.e,$ a:m.feis s "r!` am Um C.I0- obtained from the Zoning Administrator for date current restrictions for this site. k71S --4-1.,-;.__.: _ r c�m..f7n �' I::::..: �nv.f]oa;. .. 1 l" J �].vv -say i\) r1 yY �l) ( I t �- \ e li��"\ In/:. P / Ty i y L 1 !s j n 31` r'`i r ''i�;j r _tea' 6) Unties:We have shown the location of utilities on the surveyed property by observed evidence nly.There may be Y 9 II y �a underground utilities encumbering the subject property we are unaware.Please note that we have not placed a Gopher Stale One Wn .. 9G.: 0 971°" - -nl7 l>� �~ Il � • 1 f''' ¢ I r�� ,,t ! II y >„ o�MTIp- /� s 1'�'' J. Call for this starve There mayor may not be underground Z w61 i'_ 5 `":T' '. ? e ''of • +7 _- ! yy utilities in the mapped area,therefore extreme cutin must be _ aM H• K Qty'• n S'▪ ' •w6s .uL, ._ - r7" , �_- ? < • exercise before n excavation ekes are on or near site.Before di •q by fy Gopher State Y 9]35 4 ' L . ' H i I i., Y place digging,Yu are n wired law to rtoti 5i� _ _ ..Ty, {L 1 * r-,..„ 1+ '-` (D 3 !d•��' '$ r One Call at least 48 hours in advance at 631/414-0002. a9718 Rah-`� 4.r 4 �: �I.` u \ •.o! p alrD am s7�a,,•.t, i {q.,�!J_ 6 [..1.'"‘, 1 l•l\M1,d es 9 o r�r ^! 7_ , ai(dtd� 19 „ tax \ s0 I'-'9 _L K u }N ,9 1 �'�:1:--:R.'-'''' �yl, to Existing Elevations o wu _ , Ix.ppp... _a R Proposed ugFlo Elevations I ®pi4 ,i, f]a]� F -+•<' rf 7}-I :97' Garage Floor Elevation =98°.4 Proposed Garage Floor Elcvath,n =977.0 n ( \ / I 1 First Floor Elevation -973.7 Pun a• f _-� "4 •. }Y f7zf is 97 M a.�:; ,� _.9:7[4 #, p.>::ed Full Floor Fkratien .976.70 9705 .•...brawl -y, I x �. ,\-`' \ • 9705 LS .7-'-'5.--°,-_,r,,-.4-1:311-01.,,, 7.e '\ \ Walkout Elevation -965.R Proposed Garage Top of Foundation Foundation Ele rose =916.7 1tf,3 : iP \ Q. b -i` 9..` -4 ;v>t el ,Ett77e r) � (9 I is, , 1 Proposed Basement Top of Foundation ion Elevationion -977 5 E%.DECK : \ f7°7 mo. g..ss .5715 N. I .f77.3\ ES.DECK !'o e al �� -(" \ proposed Tnsunto Top of -•978.7 t0 , /-` �� k fn \ 9aUl\ F-rt,, PROPOSED WALKOUT \ors7) ON. .9n.3 9a el\ Proposed Basement rte Mo n -967.0 AA Pro .cd TheMer Floor Mo anon •Ntur , o •7 1525 ICNG LAKE BLVD I d T r, \ y, 17 P" -965.R -IO--1 - 9]0.0 L:111')111 ® I 1 " i r \N A. h x I1 \ Sim \S J 3 •9661 '5674 ' ,•' 1 1, \ \ • .„4. 3 •5614- 1 .5er-,-_ \� .y'I'r�`,'1t U \ \ g Excavation ho Ron Estimates M]e` Ary Zs I. ) ' win U.3 y M4ga ""7 \,/ V 9750 Din to be Removed .576 Cu.1-d,17 Cu.Yd.vv Ain 75'setback/ - 'g!.! - .. 9R1 - �- 49.0 9514 Removal Din to be Used for Fill -247 Cu.\'d. `eN �_ _ • a�� Q ..l \p \ oN ,c,,_ A p n 1 - \• \ Net Din to he Removed from Site -333 Cu.Yd. o > &-28.0 ✓ Mia n3i l-L, , •977 5 \ \ 5 I. 1 •JR'96EOJA.n ✓oy' C0 +977.5 to is N..Os3 L 1TA' '\905.3 �. \ nm r In !t.{ ��L i _ y N l'7Ctaa ' -" Q 0.56•N ,�FMM7,t �� hJ ; � lol a,/ '\` no r r/t. 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A _ LOI�a A`YyIw,9Aws.4,� 9.1.1 .9N.3GE . I \f, lPzo to o Io 0 40 916.3 \ `N I �� \__ _ 2JIa4.s.42 9 91.2 d Kt • I Z0441%4'.443114,. 9161 g 1 +v17.4 I - SCALE IN FEET 41Q,g'�f 'I15,� Gj �+FdaJ� le5k SURVEY LEGEND e./�/NSD 3. n •aK•yi e,et \C 7) 0 CAST IRON MONUMENT WOE WALKOUT ELEVATION I I BITUMINOUS Fr! FIRST FLOOR ELEVATION -BALDING SETBACK UNE ?9/ d FLARED END IISECTION GrE GARAGE FLOOR ELEVATION -pro_CABLE TV DG GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB ` \ ``\ < GUY WIRE LOE LOWEST OPENING ELEV. i• . 'I CONCRETE V HYDRANT 23 CABLE TV PEDESTAL O SURVEY u0.\UMFNT spm ELECTRIC TRA`15FCR0tER - _ COWMAN EK15nr • SURVEY MONUMENT FOUND ELECTRIC MANHOLE /-�CONTOUR PROPOSED A SURVEY CONTROL POINT ELECTRIC METER -aT-GUARD RAIL DRAM TILE ' LIGHT PCLE GAS METER ELECTRIC- UNDERGROUND 'Os POKER POLE GAS VALVE -0-0-FENCE El SANITARY MANHOLE HAND HOLE -re-FBER OPTIC UNDERGROUND 0 SAM TARP CLEANOUT A L 50501. GAS UIDERCROUID v SIGNY TREE CONIFEROUS -.44-OVERHEAD UTILITY 0i3 GROUND ELEVATION 0 TREE DECIDUOUS i119HIHHHHH { RAILROAD TRACKS •® STORM DRAM 0D TELEPHONE MANHOLE -0-SANITARY SEWER ® STORM MANHOLE 0] TELEPHONE PEDESTAL STORM SEWER YARD LIGHT •71==.-TRAFFIC SIGNAL -..-TELEPHONE LtIDERGRCWO - A/C UIG ® UTILITY MANHOLE -VR-UTILITY UIUJ DERGROD IT © *ELL NI UTIU TY PEDESTAL -I-NATE/MAIN FIELD CREW NO. BY DATE REVISION USE 1 hereby molly that this survey,plan or report was prepared by me or under d'ueel (INCLUDING corm,DIs7RdnpN,AM%OR my µyenision and dui i am a deb'Licensed TVVP:118-RGE.023-SEC.35 AT DM r BRV 11I15l2017 REMISED HOUSE PLANS CONVEYANCE OF BIFORANTRXIIOF MB PRODUCT IS Land Surveyor under rhe Taos of the Slate of Minnesota 6Eµ8 050 Hennepin CountyFILE NO. WHHOUT CERTIFICATE OF SURVEY 5035-168 DRAWN 9 BEV 7MIMTTEf7W R¢/QONJ.EGt mammy 6ND' Wledthis 114hday ofSember.TD1T. � �= SATHRE-BERGQUIST, INC. p WAV AUTHORIZATION CONSTITUTES API ILLEGMMAIE USE AND w a9rr ,A CHECKED SHALL THEREBY 0400MNW'e SAnIRE UNIT. GGGT,INC.OF \...._ \ 1\ T q 150 SOUTH BROADWAY WAYZATA.MN.55391(952)478$000 0 R O N O, PREPARED FOR: X ALL RESPONa1dUTY,aA711R&80000U67T,HK:RESERVES +1) -.VOW D 17 DEP THE RIGHT TOfKNDANY aLErHT93N7EUSER ORPARTY ben J 6 P ? www.sATHRE.Ct3M LDK BUILDERS,INC. DATE LEGALLY RESPONSIBLERESULTING FROMFOR LEGITIMATE RLLOSSES D.., PB�MImL�PLs J rota License No.40344 0"r4 `,,p?� MINNESOTA • pem ongsathee.eam 1/ CITY DATE TIME CITY OF ORONO CALLED IN INSPECTIONX7 C SCHEDULED 5 l( $ b PERMIT NO -1""-1""COMPLETED ADDRESS /5 /Ge OWNER T PHONE NO.0497'��0'3 CONTRACTOR C-7V4- DESCRIPTION /// W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS 1., ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 0 FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO cc .5-1121- G �^►d• COMMENTS: .AS . a- Gr.Poi; r, Jo ih a 7/6 Lc- Cc f ri 4 t. d d roc.sf poSfic d cc �.-t�c1.'cit r'� k dr.'vc c,J W 2 z W CC j d W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. ( 161,n White Copyllnspector's File Canary Copy/Site Notice , V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 1-31--/S PERMIT NO. 2L2/7-O// j5/( COMPLETED' /, . 3C ADDRESS /S�S ( L�K-c--_-� _ OWNER TELEPHONE N073Z.�s,T( CONTRACTOR `/�i< ii47 >. DESCRIPTION %rZ%e// W, OOTING ❑ DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING V) ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT ":t 0 FINAL ElWATER HOOK-UP ElFOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO V)• COMMENTS: ' .moi' /: _ JC✓ r V- - - , a 50�'G a.t C key — cc '' 5.a 4e" e. ,e4,0(/< CC "g,r045 - i:01( !on o fcebar - Ive ,iLaeti W Q • / _ 2 f iNe sh /4 gbf61)- r t iorr Pr- ieQd4 4— Z n144 ✓the/►/1, /1'M'/) • g a /17e/ t4mffD W CC -- SO Irrtc:-4-- ©K ,d7'1 - a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE • ^ 29RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspect White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN Q INSPECTION NOTICE SCHEDULED - —I O �'C PERMIT NO.l / 7-0/L,626-, COMPLETED ADDRESS /75.--(25— �� - OWNER TELEPHONE NO. ' �' L✓V CONTRACTOR DESCRIPTION 0 LL-,L L CJI W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES NO • COMMENTS: 'f by vi- Ci'' f,- OS w e I1 t6 S .a ct a aC !l •17-4-4.1 � y, p14 u -for kr-,s Ge•hTrirt1 CC W Ct W W CC CI WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W• 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY p 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor o ' e: Inspector. j 6<49 ti White Copyllnspector's File Canary Copy/She Notice \\;\ DATE TIME V TY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED f, 'iY 7.5c PERMIT NO. 07.0(7-()Leo()(4, COMPLETED ADDRESS . ' _ _ /4.„. OWNER TELEPHONE NO./ fY CONTRACTOR LD(� Ma DESCRIPTION /01-L- o 4- f dam_ W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO co COMMEIS f-ounegovii a,ti Ajebe..110 te cc a- c I,.*.�..� bti — K< tt o ox 19ct.c.kci71 ec W CC YORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ 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 on site: Inspector. White Copyllnspector's File Canary CopylSite Notice Christine Mattson From: Christine Mattson Sent: Thursday, February 08, 2018 9:29 AM To: 'matthew blackketter' Cc: Roger Peitso; Monica Fadness; Nola Dickhausen Subject: RE: 1525 Long Lake Blvd. Orono lop _O iu'ap Good Morning Matt, We have received and approved the foundation as-built survey for 1525 Long Lake Blvd. You may keep your backfill inspection for Monday. A copy of this email authorizing you to proceed should be kept on site with the inspection card. Please don't hesitate to contact us with any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway j Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 155323-0066 (mailing address) S 952.249.4620 € 8 952.249.4616 P4 cmattson@ci.orono.mn.us F ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19, 2018 Ems'bn al CSONI d f fotkivcaiforl as- bu i I f i n Wei dr ivt( fit-a_ From: matthew blackketter [mailto:blackketter86@hotmail.com] Sent:Wednesday, February 07, 2018 4:47 PM To: Christine Mattson<CMattson@ci.orono.mn.us> Subject: 1525 Long Lake Blvd. Orono Hello, Attached is the foundation as-built for the above address. We are currently looking to backfill on Monday. Let me know when you receive and when approved. Thank You, Matt Blackketter LDK Builders 612-886-5963 1 )4—I S ./ ATE _� TIME CITY OF ORONO CALLED IN INSPECTION N ICE //O SCHEDULED /O 7'I o/: ir7 PERMIT NO. I7 D`LSOMPLETED ADDRESS /-5 40C. -- &'.4L OWNER z HONE NO1-�- 2440 &57 CONTRACTOR v L __ID —. DESCRIPTION -s61--- '(_.) W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 5c ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C El FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP • ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNERICONTRACTOR TO MEET YOU: YES_NO 2 COMMENTS: Fvt.1/4f err✓ /o KSpioyrq� Let - iu e <c — i✓.%. /eS ec. / v.,t3 - cc z — bc,r s too•� coo -- We6 1,--.11/0�K — o `� S. CC o - ex 7*-- ebve_er W cc c W W O: IQRK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. / White Copyllnspector's File Canary Copy/Site Notice 14.--- 1 62)f--- 7 DATE TIME CITY OF ORONO CALLED IN INSPECTION NO ICE _ ,11 6 HEDULED PERMIT NO. )7 'eO LETED // ��,� ADDRESS /5? &h �-h v`" d ,2 OWNER i_, T LIPHO E NO. 4a— rg6 59� CONTRACTOR DESCRIPTION A4-13/)/31j' - 0 Lu ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ,cc ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING H ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ElWATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO iJ 2 / �� COMMENTS: —1 cc Lti cc .Air rr T jp. G li0r-1 L ic.•ri-"1 ?Tt.CS cc AGA'ii.. ... ,"41lA -Abe ✓ ,6 i— /044 Ire S. $d i'- I'•a..4.. . Yd 'u# ..4-,41.p Li'd et ',tet „ph 44 W W cc W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W 'INCORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C3 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY uBEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 D 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 OwnerContractor on site: Inspector: 77./••44 White Copy/nspector%File Canary Copy/Site Notice