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Home My WebLink AboutLA186548 - 8194 198th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 11/30/2020dmathews (3)2x10 (3)9-1/2 LVL (3)9-1/2 LVL (2)11-7/8 LVL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (2)9-1/2" LSL (2)9-1/2 LVL (2)11-7/8 LSL Temper if within 60" of tub floor Smoke CO Smoke CO (2)2x8(3)2x8(2)2x8 (2)9-1/2" LSL (2)9-1/2" LSL (2)11-7/8 LSL (2)16" LVL -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). CS-PF CS-PF CS-PF Verify hip girder locations and provide blocking to foundation below for point loads. Address: 8194 198th Street Braced Wall Line Notes Reference table R602.10.3(1) (pg220)LocationWindStorySpacingMethodMin. Lngth Ft.*Wind Exp. BRoof Ridge*Wall Hgt FctrLine CountLine Count FctrInterior GypsumTotal Req'd Ft.Total DesignedBWL #1 <90 2 36 CS-WSP 10.80 1.00 1.11 0.90 2 1.00 1.00 10.79 20.00 pass BWL #2 <16'<90 2 60 CS-WSP 17.00 1.00 1.11 0.90 2 1.00 1.00 4.00 14.00 pass BWL #3 <16'<90 2 60 CS-WSP 17.00 1.00 1.11 0.90 2 1.00 1.00 4.00 14.00 pass BWL #4 <90 1 31.5 CS-PF**5.15 1.00 0.98 1.00 3 1.30 1.00 6.56 7.63 pass BWL #5 <16'<90 1 31.5 CS-WSP 5.15 1.00 0.98 1.00 3 1.30 1.00 4.00 9.50 pass BWL #6 <90 1 41 CS-WSP 6.15 1.00 0.98 1.00 3 1.30 1.00 7.84 14.00 pass BWL #7 <90 1 41 CS-WSP 6.15 1.00 0.98 1.00 3 1.30 1.00 7.84 12.00 pass BWL #8 <90 1 36 CS-WSP 5.60 1.00 1.22 0.95 3 1.30 1.00 8.44 12.00 pass BWL #9 <90 1 36 CS-WSP 5.60 1.00 1.22 0.95 3 1.30 1.00 8.44 16.00 pass BWL #10 <90 1 60 CS-WSP 9.00 1.00 1.22 0.95 3 1.30 1.00 13.56 15.00 pass BWL #11 <90 1 60 CS-WSP 9.00 1.00 1.22 0.95 3 1.30 1.00 13.56 16.50 pass Braced Wall Panel Notes ft inches (per table R602.10.5, pg229)main roof 13 8.000 13.6667 Method Loc.AdjOpng Wall Ht Min. Req'd garage roof 9 8.000 9.66667 CS-WSP typ <80"9'30">=32" CS-PF**A NA <11'22"26 1/2 * Braced wall lengths and ridge height factors use linear interpolation ** Portal Frame follow R602.10.6.4 (pg233) over masonry foundation *** Braced wall length reduced by factor 0.8 for additional 800lb strap SCOPE OF WORK: INDEX: S1 - Scope, Index, and Certification S2 - General Notes S3 - Step Footing Detail S4 - Frost Wall Detail S5 - Lookout Wall Detail S6 - Full Height Wall Detail MATERIALS: Reinforcing Steel: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and larger Rebar Substitution Notes: 1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel. 2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing. Concrete: 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 Backfill Soil:Sand - 30 psf/ft effective lateral pressure Sandy Clay (SC) - 45 psf/ft effective lateral pressure Clay - 60 psf/ft effective lateral pressure SITE ADDRESS: Street: City: State:MN Zip:Craig Oswell, PE (MN #42341) Oswell Engineering and Consulting, L.L.C. Project Name:2020 Standardized Concrete Foundation Drawings Description:Scope of Work, Index, and Certification Project #19.100 Client Name:Kopp Concrete Inc. Client Address:16455 122th Street, Becker, MN 55308 34 2020 Standardized Concrete Foundation Drawings 1/1/2020 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. 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 2020. 1901 E Hennepin Ave, #201 Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Page S1 of S6 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com 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. 8. 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. 14. COLD WEATHER GUIDELINES: 1. 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. Oswell Engineering and Consulting, L.L.C. Project Name:2020 Standardized Concrete Foundation Drawings Description:General Notes Project #19.100 Client Name:Kopp Concrete Inc. Client Address:16455 122th Street, Becker, MN 55308 34 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. 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. 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 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. 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. 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. 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. 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. 1/1/2020 Fax: 612-886-2966 www.oswellec.com Page S2 of S6 Phone: 612-720-4639 HIGH FOOTING LOW FOOTING FOOTING STEP DETAIL Oswell Engineering and Consulting, L.L.C. Project Name:2020 Standardized Concrete Foundation Drawings Description:Step Footing Detail (NOT TO SCALE) Project #19.100 Client Name:Kopp Concrete Inc. Client Address:16455 122th Street, Becker, MN 55308 34 Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step6'-0" maximum step Optional control joint each end of beam section by others 24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4') High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown 1/1/2020 (beam section) www.oswellec.com Page S3 of S6 Phone: 612-720-4639 Fax: 612-886-2966 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated 6" minimum thick cast-in-place concrete foundation wall Wall framing by others WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wall Oswell Engineering and Consulting, L.L.C. Project Name:2020 Standardized Concrete Foundation Drawings Description:Frost Wall Detail (NOT TO SCALE) Project #19.100 Client Name:Kopp Concrete Inc. Client Address:16455 122th Street, Becker, MN 55308 34 Grade to be at least 6" below top of wall Sill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") 6" minimum thick cast-in-place concrete wall Page S4 of S6 (1)#4 continuous horizontal bar w/in 18" of top of wall 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com #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 1/1/2020 Optional slab ledge, maximum stem height is 12" w/ width to match sill plate Wall framing by others 6" wall spacing: 8"+ wall spacing: LOOKOUT WALL DETAIL Oswell Engineering and Consulting, L.L.C. Project Name:2020 Standardized Concrete Foundation Drawings Description:Lookout Wall Detail (NOT TO SCALE) Project #19.100 Client Name:Kopp Concrete Inc. Client Address:16455 122th Street, Becker, MN 55308 34 Grade to be at least 6" below top of wall Sill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") Page S5 of S6 (1)#4 continuous horizontal bar w/in 18" of top of wall 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com Footing elevation may vary below slab, provide frost protection per Code 8" thick x 18" wide minimum unreinforced concrete strip footing (16" wide minimum for maximum unbalanced grade of 2'- 6" or less), larger footing width may be required for specific soil bearing conditions to be determined per Code by others 6" minimum thick cast-in-place concrete wall #4 x 2'-0" long centered dowels w/ 5" minimum embed wet set or epoxy grouted in place 32" o.c. max for sand & 24" o.c. max for SC & clay 48" o.c. max for sand, 42" o.c. max for SC, & 36" o.c. max for clay 1/1/2020 3'-2" max Wood floor & wall framing by others Grade to be at least 6" below top of wall BASEMENT WALL DETAIL Table Notes: (1) = (2) = Allowed alternate anchors are: Oswell Engineering and Consulting, L.L.C. Project Name:2020 Standardized Concrete Foundation Drawings Description:Full Height Wall Detail (NOT TO SCALE) Project #19.100 Client Name:Kopp Concrete Inc. Client Address:16455 122th Street, Becker, MN 55308 34 Page S6 of S6 Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com Unreinforced if concrete is 5000 psi or if clear height is 4" less Unreinforced if concrete is 4000 psi or if clear height is 4" less Cast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing 2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick & no more than 16" high Connection of floor members to sill plate to be per Code by others 1/1/2020 Clear Height8' or Less Bolts Alternate NA NA 36"(1) NA NA Clay 9'Wall Thickness 8" 10" 12" #4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed Sand SC Clay Sand SC Unreinforced concrete strip footing per Code by others, elevation below slab may vary as required MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations) 10' Clear Height and Soil Type Sand SC Clay Vertical Rebar Spacing NA NA NA NA 36" 36"(1) NA 24" 36" NA 36" 36"(1) NA 36"(2) NA NA NA NA NA 72" 48" 72" 24" 48" 18" 36"(1) NA NA 72" 36" 60" 24" 36" 12" 48" 18" Sill Anchor Spacing 36" 12" 24" 8" Beams - 10-26-2020 - GW 3-2x10 (3-8') Dbl Jacks (3) 9-1/2" LVL @ 10' Dbl Jacks 2-2x10 (1-8') Dbl Jacks 2-2x10 (1-8') 2-2x10 (1-8') Dbl Jacks (3) 9-1/2" LVL @ 9' Dbl Jacks 2-2x10 (1-12')2-2x10 (1-8') Dbl Jacks 2-2x10 (2-10') 2-2x6 (2-10') 2-2x6 (2-10') (2) 11-7/8" LVL @ 12 2-2x10 (1-8') Dbl Jacks 2-2x10 (1-8') Dbl Jacks 2-2x10 (1-8') (2) 9-1/2" LSL @ 6' Dbl Jacks (2) 9-1/2" LVL @ 9' Dbl Jacks 2-2x10 (2-12') (2) 11-7/8" LSL @ 9' Dbl Jacks 2-2x10 (1-12')2-2x10 (2-10') (2) 9-1/2" LSL @ 6' (2) 9-1/2" LSL @ 6' 2-2x10 (1-8')2-2x10 (1-12')(2) 11-7/8" LSL @ 22' (2) 16" LVL @ 20' Triple Jacks HUC26-2Z Hanger 2-2x8 (2-8')3-2x8 (1-10')2-2x8 (1-12') Main Level Member Name Results Current Solution Comments 32.5' Hip - Load Only Failed 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Bed #3 Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Great Room Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 39' Hip - Load Only Failed 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Master Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Tub Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 WIC/Laundry Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Landing Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL House-Garage Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bed #2 Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 16' OHD - Left Passed 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL 16' OHD - Right Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Porch Drop Beam Carried Passed 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Porch Drop Beam Carrying Passed 3 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Bed #4 Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Rec Room - Patio Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Rec Room - Left/Right Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Rec Room - Center Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room - Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Storage Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Storage 3/0 Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairway Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Floor Drop Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Closet 2/0 Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mech 3/0 Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bath 3/0 Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Sharper - 8194 198th JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 1 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4493 @ 0 4 0 8181 (5.50")Passed (55%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)3998 @ 1 9 8 12236 Passed (33%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)35047 @ 16 3 2 35781 Passed (98%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)1.750 @ 16 3 8 1.065 Failed (L/219)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)2.762 @ 16 3 7 1.597 Failed (L/139)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). Upward deflection on right cantilever exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •Upward deflection on right cantilever exceeds 0.4". • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.02"1647 2846 4493 Blocking 2 - Stud wall - SPF 5.50"5.50"2.93"1620 2738 4358 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)1 6 0 o/c Bottom Edge (Lu)34 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 34 0 0 N/A 16.3 -- 1 - Uniform (PSF)0 0 0 to 30 6 0 (Back)3 0 0 17.0 35.0 Roof 2 - Uniform (PSF)0 0 0 to 34 0 0 (Top)2 0 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT FAILED Main Level, 32.5' Hip - Load Only 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 2 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4048 @ 0 1 8 7613 (3.00")Passed (53%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3902 @ 1 0 8 7902 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7310 @ 2 0 0 11985 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.073 @ 2 8 3 0.175 Passed (L/866)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 2 8 2 0.262 Passed (L/555)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.60"1468 2580 4048 None 2 - Trimmer - SPF 3.00"3.00"1.52"1350 2508 3858 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 6 0 o/c Bottom Edge (Lu)5 6 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.4 -- 1 - Uniform (PSF)2 0 0 to 5 6 0 17 9 0 17.0 35.0 Roof 2 - Uniform (PSF)0 0 0 to 2 0 0 2 6 0 17.0 35.0 Roof 3 - Point (lb)2 0 0 N/A 1620 2738 Linked from: 32.5' Hip - Load Only, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bed #3 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 3 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4863 @ 0 1 8 7613 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3796 @ 1 0 8 7265 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)10949 @ 4 9 0 13541 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.250 @ 4 9 0 0.308 Passed (L/444)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.375 @ 4 9 0 0.463 Passed (L/296)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.92"1621 3242 4863 None 2 - Trimmer - SPF 3.00"3.00"1.92"1621 3242 4863 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 1 0 o/c Bottom Edge (Lu)9 6 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 6 0 N/A 9.7 -- 1 - Uniform (PSF)0 0 0 to 9 6 0 19 6 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 4 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1461 @ 0 0 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1238 @ 2 10 4 2872 Passed (43%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1450 @ 3 10 0 3946 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.007 @ 1 9 13 0.128 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.010 @ 1 9 10 0.192 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"465 996 1461 None 2 - Trimmer - SPF 5.00"5.00"3.16"1299 2728 4027 None 3 - Trimmer - SPF 5.00"5.00"3.16"1299 2728 4027 None 4 - Trimmer - SPF 1.50"1.50"1.50"465 996 1461 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11 7 0 o/c Bottom Edge (Lu)11 7 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 11 7 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 11 7 0 17 6 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 5 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5258 @ 1 8 12 8181 (5.50")Passed (64%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)4862 @ 3 3 8 12236 Passed (40%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)50938 @ 21 0 0 35781 Failed (142%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)3.674 @ 21 0 0 1.285 Failed (L/126)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)5.797 @ 21 0 0 1.927 Failed (L/80)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •Upward deflection on left and right cantilevers exceeds 0.4". • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.54"1950 3309 5259 Blocking 2 - Stud wall - SPF 5.50"5.50"3.54"1950 3309 5259 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)0 6 0 o/c Bottom Edge (Lu)34 5 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 42 0 0 N/A 16.3 -- 1 - Uniform (PSF)3 6 0 to 38 6 0 (Front)3 0 0 17.0 35.0 Roof 2 - Uniform (PSF)0 0 0 to 42 0 0 (Top)2 0 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT FAILED Main Level, 39' Hip - Load Only 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 6 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6699 @ 0 1 8 7613 (3.00")Passed (88%)--1.0 D + 1.0 S (All Spans) Shear (lbs)6522 @ 1 2 14 9878 Passed (66%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)14442 @ 3 3 2 18346 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.183 @ 4 1 7 0.275 Passed (L/542)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.281 @ 4 1 6 0.412 Passed (L/352)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.64"2399 4301 6700 None 2 - Trimmer - SPF 3.00"3.00"2.28"1989 3799 5788 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6 3 0 o/c Bottom Edge (Lu)8 6 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 6 0 N/A 13.0 -- 1 - Uniform (PSF)0 0 0 to 2 3 0 2 6 0 17.0 35.0 Roof 2 - Uniform (PSF)2 3 0 to 8 6 0 21 0 0 17.0 35.0 Roof 3 - Point (lb)2 3 0 N/A 1950 3309 Linked from: 39' Hip - Load Only, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 7 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)633 @ 0 0 0 1913 (1.50")Passed (33%)--1.0 D + 1.0 S (All Spans) Shear (lbs)417 @ 0 10 12 2872 Passed (15%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)830 @ 2 7 8 3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2 7 8 0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.015 @ 2 7 8 0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"219 413 632 None 2 - Trimmer - SPF 1.50"1.50"1.50"219 413 632 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 3 0 o/c Bottom Edge (Lu)5 3 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 3 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 5 3 0 4 6 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Tub 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 8 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1328 @ 0 0 0 1913 (1.50")Passed (69%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)780 @ 1 10 4 2872 Passed (27%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1259 @ 3 0 8 3946 Passed (32%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.003 @ 1 5 0 0.101 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.004 @ 1 4 12 0.152 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"417 911 1328 None 2 - Trimmer - SPF 10.00"10.00"3.24"1362 2766 4128 None 3 - Trimmer - SPF 10.00"10.00"5.50"2505 4502 7007 None 4 - Trimmer - SPF 1.50"1.50"1.50"18 87/-56 105/-56 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 5 0 o/c Bottom Edge (Lu)9 5 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 5 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 6 0 0 21 0 0 17.0 35.0 Roof 2 - Uniform (PSF)6 0 0 to 9 5 0 2 6 0 17.0 35.0 Roof 3 - Point (lb)6 0 0 N/A 1950 3309 Linked from: 39' Hip - Load Only, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, WIC/Laundry 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 9 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2703 @ 5 10 8 7613 (3.00")Passed (36%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1718 @ 4 11 8 7902 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3573 @ 3 0 7 11985 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.047 @ 3 0 3 0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3 0 3 0.287 Passed (L/972)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"858 1701 2559 None 2 - Trimmer - SPF 3.00"3.00"1.50"905 1799 2704 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6 0 0 o/c Bottom Edge (Lu)6 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 6 0 0 N/A 10.4 -- 1 - Uniform (PSF)0 0 0 to 4 0 0 16 0 0 17.0 35.0 Roof 2 - Uniform (PSF)4 0 0 to 6 0 0 18 0 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 10 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3425 @ 0 1 8 7613 (3.00")Passed (45%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2128 @ 1 0 8 7902 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4291 @ 2 9 0 11985 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.049 @ 2 9 0 0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.074 @ 2 9 0 0.262 Passed (L/850)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1139 2286 3425 None 2 - Trimmer - SPF 3.00"3.00"1.50"1139 2286 3425 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 6 0 o/c Bottom Edge (Lu)5 6 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.4 -- 1 - Uniform (PSF)0 0 0 to 5 6 0 23 9 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Landing 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 11 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1611 @ 0 0 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 S (All Spans) Shear (lbs)766 @ 0 10 12 2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1376 @ 1 8 8 3946 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1 8 8 0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.010 @ 1 8 8 0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"535 1076 1611 None 2 - Trimmer - SPF 1.50"1.50"1.50"535 1076 1611 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 5 0 o/c Bottom Edge (Lu)3 5 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 3 5 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 3 5 0 18 0 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, House-Garage 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 12 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)633 @ 0 0 0 1913 (1.50")Passed (33%)--1.0 D + 1.0 S (All Spans) Shear (lbs)417 @ 0 10 12 2872 Passed (15%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)830 @ 2 7 8 3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2 7 8 0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.015 @ 2 7 8 0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"219 413 632 None 2 - Trimmer - SPF 1.50"1.50"1.50"219 413 632 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 3 0 o/c Bottom Edge (Lu)5 3 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 3 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 5 3 0 4 6 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bed #2 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 13 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8430 @ 18 5 12 11419 (4.50")Passed (74%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)7685 @ 3 4 8 12236 Passed (63%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)36269 @ 9 4 5 35781 Passed (101%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.542 @ 10 0 6 0.554 Passed (L/368)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.833 @ 10 0 4 0.831 Passed (L/240)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). Upward deflection on left cantilever exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"3.22"2933 5246 8179 None 2 - Trimmer - SPF 4.50"4.50"3.32"2899 5531 8430 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)0 6 0 o/c Bottom Edge (Lu)19 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 19 0 0 N/A 16.3 -- 1 - Uniform (PSF)0 0 0 to 6 0 0 2 6 0 17.0 35.0 Roof 2 - Uniform (PSF)6 0 0 to 19 0 0 16 6 0 17.0 35.0 Roof 3 - Point (lb)6 0 0 N/A 1620 2738 Linked from: 32.5' Hip - Load Only, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' OHD - Left 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 14 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1592 @ 2 6 0 7613 (3.00")Passed (21%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1118 @ 3 7 6 9878 Passed (11%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)5139 @ 10 9 0 18346 Passed (28%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.154 @ 10 9 0 0.550 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.346 @ 10 9 0 0.825 Passed (L/572)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"833 759 1592 None 2 - Trimmer - SPF 3.00"3.00"1.50"833 759 1592 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)21 6 0 o/c Bottom Edge (Lu)21 6 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 21 6 0 N/A 13.0 -- 1 - Uniform (PSF)0 0 0 to 21 6 0 2 0 0 17.0 35.0 Roof - High 2 - Tapered (PLF)0 0 0 to 10 9 0 N/A 6.0 to 55.0 -Gable 3 - Tapered (PLF)10 9 0 to 21 6 0 N/A 55.0 to 6.0 -Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' OHD - Right 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 15 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)778 @ 6 10 0 1913 (1.50")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)634 @ 6 2 12 2251 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1265 @ 3 7 0 2645 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.047 @ 3 7 0 0.217 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.072 @ 3 7 0 0.325 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SYP 5.50"5.50"1.50"294 564 858 None 2 - Hanger on 7 1/4" SPF beam 2.00"Hanger¹1.50"279 538 817 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6 10 0 o/c Bottom Edge (Lu)6 10 0 o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS26-2 2.00"N/A 4-10d 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 6 10 0 N/A 5.5 -- 1 - Uniform (PSF)0 0 0 to 7 0 0 (Top)4 6 0 17.0 35.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Porch Drop Beam Carried 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 16 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1233 @ 8 1 8 5738 (3.00")Passed (21%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1540 @ 1 0 12 3377 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2979 @ 3 4 15 3967 Passed (75%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.107 @ 4 1 3 0.260 Passed (L/876)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.163 @ 4 1 3 0.390 Passed (L/573)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SYP 5.50"5.50"1.50"656 1251 1907 None 2 - Trimmer - SPF 3.00"3.00"1.50"428 805 1233 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 3 0 o/c Bottom Edge (Lu)8 3 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 3 0 N/A 8.3 -- 1 - Uniform (PSF)0 0 0 to 2 3 0 (Top)6 6 0 17.0 35.0 Roof 2 - Uniform (PSF)2 3 0 to 8 0 0 (Top)5 0 0 17.0 35.0 Roof 3 - Point (lb)2 3 0 (Back)N/A 279 538 Linked from: Porch Drop Beam Carried, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Porch Drop Beam Carrying 3 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 17 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5223 @ 0 1 8 5738 (3.00")Passed (91%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1350 @ 1 0 4 3746 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2691 @ 2 9 0 5147 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.020 @ 2 9 0 0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.032 @ 2 9 0 0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.73"2305 1311 2580 6196 None 2 - Trimmer - SPF 3.00"3.00"2.64"2187 1311 2508 6006 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 6 0 o/c Bottom Edge (Lu)5 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.6 ---- 1 - Uniform (PSF)0 0 0 to 5 6 0 11 11 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 5 6 0 N/A 115.0 --Wall 3 - Point (lb)0 1 8 N/A 1468 -2580 Linked from: Bed #3, Support 1 4 - Point (lb)5 4 8 N/A 1350 -2508 Linked from: Bed #3, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bed #4 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 18 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8898 @ 0 1 8 11419 (3.00")Passed (78%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5096 @ 1 0 8 9476 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13908 @ 4 8 7 17662 Passed (79%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.219 @ 4 9 1 0.264 Passed (L/507)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.319 @ 4 8 14 0.463 Passed (L/348)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.34"3359 4259 3125 10743 None 2 - Trimmer - SPF 3.00"3.00"1.61"1855 4259 117 6231 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 6 0 o/c Bottom Edge (Lu)9 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 6 0 N/A 14.5 ---- 1 - Uniform (PSF)0 0 0 to 9 6 0 11 11 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PSF)0 0 0 to 9 6 0 1 0 0 115.0 --Wall - 9' Tall 3 - Uniform (PSF)0 0 0 to 9 6 0 7 0 0 10.0 60.0 -Exterior Deck Load 4 - Point (lb)0 5 8 N/A 1621 -3242 Linked from: Dining, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Rec Room - Patio 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 19 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2670 @ 0 1 8 3825 (3.00")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1282 @ 1 0 4 2872 Passed (45%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2152 @ 1 6 0 3946 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.008 @ 1 8 9 0.093 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.013 @ 1 8 10 0.162 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.09"1163 694 1315 3172 None 2 - Trimmer - SPF 3.00"3.00"1.50"818 694 600 2112 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 6 0 o/c Bottom Edge (Lu)3 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 3 6 0 N/A 7.0 ---- 1 - Uniform (PSF)0 0 0 to 3 6 0 9 11 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PSF)0 0 0 to 3 6 0 1 0 0 150.0 --Wall - 11' Tall 3 - Uniform (PSF)0 0 0 to 1 6 0 17 6 0 17.0 -35.0 MN Snow - SOUTH 4 - Point (lb)1 6 0 N/A 465 -996 Linked from: Great Room, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Rec Room - Left/Right 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 20 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1229 @ 0 1 8 3825 (3.00")Passed (32%)--1.0 D + 1.0 L (All Spans) Shear (lbs)512 @ 1 0 4 2498 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)927 @ 1 9 0 3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1 9 0 0.093 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.006 @ 1 9 0 0.162 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"535 694 1229 None 2 - Trimmer - SPF 3.00"3.00"1.50"535 694 1229 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 6 0 o/c Bottom Edge (Lu)3 6 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 3 6 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 3 6 0 9 11 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PSF)0 0 0 to 3 6 0 1 0 0 150.0 -Wall - 11' Tall Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Rec Room - Center 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 21 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8459 @ 8 4 8 11419 (3.00")Passed (74%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2522 @ 1 0 8 10308 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6687 @ 4 3 0 15633 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.098 @ 4 3 0 0.236 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.161 @ 4 3 0 0.412 Passed (L/616)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.02"3304 2026 3799 9129 None 2 - Trimmer - SPF 3.00"3.00"2.22"3714 2026 4301 10041 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 6 0 o/c Bottom Edge (Lu)8 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 6 0 N/A 15.6 ---- 1 - Uniform (PSF)0 0 0 to 8 6 0 11 11 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 8 6 0 N/A 115.0 --Wall 3 - Point (lb)8 4 8 N/A 2399 -4301 Linked from: Master, Support 1 4 - Point (lb)0 1 8 N/A 1989 -3799 Linked from: Master, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room - Rear 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 22 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)983 @ 0 1 8 3825 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)618 @ 1 0 4 2872 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1231 @ 2 9 0 3946 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2 9 0 0.150 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 2 9 0 0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"549 9 433 991 None 2 - Trimmer - SPF 3.00"3.00"1.50"549 9 433 991 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 6 0 o/c Bottom Edge (Lu)5 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 7.0 ---- 1 - Uniform (PSF)0 0 0 to 5 6 0 0 0 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 5 6 0 N/A 115.0 --Wall 3 - Uniform (PSF)0 0 0 to 5 6 0 4 6 0 17.0 -35.0 MN Snow - SOUTH Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Storage 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 23 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2030 @ 0 1 8 3825 (3.00")Passed (53%)--1.0 D + 1.0 L (All Spans) Shear (lbs)899 @ 1 0 4 2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1615 @ 1 10 0 3431 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 1 10 0 0.098 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 1 10 0 0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.59"563 1467 2030 None 2 - Trimmer - SPF 3.00"3.00"1.59"563 1467 2030 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 8 0 o/c Bottom Edge (Lu)3 8 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 3 8 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 3 8 0 20 0 0 15.0 40.0 Residential - Living Areas Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Storage 3/0 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 24 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3812 @ 4 1 12 4463 (3.50")Passed (85%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1309 @ 5 0 12 2498 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1453 @ 4 1 12 3431 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 6 1 8 0.109 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.010 @ 6 1 12 0.191 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"310 954/-161 1264/- 161 Blocking 2 - Stud wall - SPF 3.50"3.50"2.99"1064 2748 3812 None 3 - Stud wall - SPF 3.50"3.50"1.50"434 1241/-114 1675/- 114 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 2 0 o/c Bottom Edge (Lu)8 2 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 8 1 8 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 8 1 8 (Top)11 11 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PSF)4 1 8 to 8 1 8 (Top)5 0 0 15.0 40.0 Stairway Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Stairway Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 25 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6350 @ 10 1 0 6978 (2.75")Passed (91%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5139 @ 1 2 14 7897 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16350 @ 5 0 9 17848 Passed (92%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.228 @ 5 1 1 0.285 Passed (L/523)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.343 @ 5 1 1 0.498 Passed (L/348)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.68"2274 4538 6812 None 2 - Trimmer - SPF 2.75"2.75"2.50"2146 4204 6350 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 6 0 o/c Bottom Edge (Lu)10 2 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 10 2 4 N/A 12.1 -- 1 - Uniform (PSF)0 0 0 to 6 9 0 (Top)22 6 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PSF)6 9 0 to 10 1 0 (Top)20 0 0 15.0 40.0 Residential - Living Areas 3 - Uniform (PLF)0 0 0 to 10 2 4 (Top)N/A 100.0 -Interior Wall - 9' Tall Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Floor Drop Beam 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 26 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1793 @ 0 1 8 3825 (3.00")Passed (47%)--1.0 D + 1.0 L (All Spans) Shear (lbs)420 @ 1 0 4 2498 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)982 @ 1 4 0 3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 1 4 0 0.069 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.004 @ 1 4 0 0.121 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"593 1200 1793 None 2 - Trimmer - SPF 3.00"3.00"1.50"593 1200 1793 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2 8 0 o/c Bottom Edge (Lu)2 8 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 2 8 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 2 8 0 22 6 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 2 8 0 N/A 100.0 -Interior Wall - 9' Tall Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Closet 2/0 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 27 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2465 @ 0 1 8 3825 (3.00")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1092 @ 1 0 4 2498 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1962 @ 1 10 0 3431 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1 10 0 0.098 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 1 10 0 0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.93"815 1650 2465 None 2 - Trimmer - SPF 3.00"3.00"1.93"815 1650 2465 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 8 0 o/c Bottom Edge (Lu)3 8 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 3 8 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 3 8 0 22 6 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 3 8 0 N/A 100.0 -Interior Wall - 9' Tall Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mech 3/0 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 28 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2432 @ 3 6 8 3825 (3.00")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1068 @ 1 0 4 2498 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1905 @ 1 10 5 3431 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1 10 3 0.098 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.014 @ 1 10 3 0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.82"775 1543 2318 None 2 - Trimmer - SPF 3.00"3.00"1.91"806 1626 2432 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 8 0 o/c Bottom Edge (Lu)3 8 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 3 8 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 1 6 0 20 3 12 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 3 8 0 N/A 100.0 -Interior Wall - 9' Tall 3 - Uniform (PSF)1 6 0 to 3 8 0 22 6 0 15.0 40.0 Residential - Living Areas Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bath 3/0 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 10/26/2020 3:13:41 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: Sharper - 8194 198th Sharper Homes 8194 198th St Lakeville, MN Page 29 / 29 Tab 0 EMS Heat Loss/Heat Gain Calculation Company: WestAIR Heating & Cooling Customer: Sharper Homes Preparer: Maria Haus Address: 8194-198th Street, Lakeville MN 55044Phone:763-498-8071 Phone: 763-783-1000 Date: 10/22/2020 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions Indoor Outdoor Temp. Diff.Front of home is facing: Winter 70 -12 82 South Summer 75 89 14 2. How would you describe the summer humidity in your area? Moderately Humid 40 3. How tight is the house? Average-over 1500 Sq. Ft. Winter air change / hr: 0.7 Summer air change / hr: 0.35 4. Fireplace evaluation : Number: 2 Tightness: Average 40 5. Number of occupants: 5 6. Overhang characteristics (optional) East West S/SE/SW Distance of overhang from top of window (Ft.) Length of overhang Tab 1 7. Solar gain through glass Use Manufacturer's Specs to determine HTM Latitude:44 U-value .29 SHGC .33 Facing Total area - Sq.Ft.Type of glass HTM Linear ft.Unshaded Shaded BTUH N/Shaded 156 -- Select --10 Below OH 156 NE/NW -- Select --24 0 0 South 58 -- Select --18 58 0 1044 SE/SW -- Select --30 0 0 0 East 9 -- Select --34 9 0 306 West 14 -- Select --34 14 0 476 Skylight -- Select --0 Total North and Shaded 156 1560 Total Solar Gain 3386 Adjust for tinted or reflective window coating?No 1 3386 8. Ducts/Pipes Location:All duct work in conditioned area Attic Temp.Insulation Leakage Area -- Select ---- Select ---- Select -- Duct gain:0 Duct loss:0 Tab 2 9. Load Calculation Elements of Load Insulation / R-value Area/lin.ft.U-value Heat Loss Heat Gain Gross Wall 2060 Glass solar gain 3386 Glass 1 -- Select --237 5636 Glass 2 -- Select --0 Skylight -- Select --0 0 Doors Insulated or Storm 42 0.4 1378 235 Net walls R-22 1781 0.045 6572 1122 Ceilings R-45 2102 0.022 3792 2081 Floors -- Select --0 0 Open floors -- Select --0 0 Slab floors -- Select --0 0 Volume of your building or zone (cu. Ft.)21020 25728 1888 People 1500 Appliances 6000 Sub Total 43105 16213 Duct Loss/Gain 0 0 Sensible Load 43105 16213 Latent Load 4485 TOTAL BTUH 43105 20698 Summary BTUH Tons Total heating load 43105 Total cooling load 20698 1.7 Tab 3 Basement Calculation Elements of Load Insulation / R-value Area/lin.ft.U-value Heat Loss Heat Gain Walls - above grade 824 Glass -- Select --148 0 North Double 136 24 3264 South -- Select --0 East Double 12 75 900 West -- Select --0 Doors -- Select --0 0 Net walls (above)R-19 676 0.024 1330 227 Walls (below grade)R-15 824 0.06 4054 0 Ceilings -- Select --0 0 Floors 2102 0.024 4137 0 Infiltration (Cu.Ft.)16816 6320 1079 Number of people 300 0 Appliances - Enter total BTUH ->0 Sensible Load:15841 5470 Latent Load:1906 TOTAL BTUH:15841 7376 Total whole house load including basement:58947 28074 Per R401.3 Certificat. A building certificate shall be Date Certificate Posted posted on or in the distribution panel Mailing Address of the Dwelling or Dwelling Unit City 8194-198th Street Lakeville, MN Name of Residential Contractor MN License Number Sharper Homes Inc BC-356604 X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-10 XX R-10 XX R-21 X X R-21 X R-49 X X R-38 X X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:84,000 Capacity in Gallons: Other, describe: AFUE or HSPF%95% Cfm's " round duct OR " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace):Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR 6 " metal duct Describe other insulated areas Building envelope air tightness: Location of duct or system: MECHANICAL SYSTEMS Average U-Factor (excludes skylights and & door ) U: Solar Heat Gain Coefficient (SHGC): Heating System 0.33 Appliances Cooling System Domestic Water Heater N/ADuct system air tightness: Location of duct or system:High: MECHANICAL VENTILATION SYSTEM High: Select Type Rheem Rating or Size 58,947 Heating Gain Rheem R95PA0851521 Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 13SEER /EER Cooling Load Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: 165 83 Capacity continuous ventilation rate in cfms: Hallway - Source point 43,750 Manufacturer Heating Loss 28,074 Efficiency 50 Model Rheem Residential Load Calculation 42PV50F RA1342AJ1NA Inside to outside 83 165 Combustion Air Select a Type Output in Tons:3.5 Make-up Air Select a Type 0.29 Heating or Cooling Ducts Outside Conditioned Spaces Windows & Doors R-value Truss Joist (2nd Floor+) Ceiling, vaulted Bay Windows or cantilevered areas 2.6 max air leakFiberglass, BlownFiberglass, BattsRigid, IsocynurateMineral FiberboardRigid, Extruded PolystyreneElectric Ceiling, flat Floors over unconditioned area (garage) Below Entire Slab Wall Perimeter of Slab on Grade Truss Joist (1st Floor) Fuel Type Natural Natural Gas Foam, Closed CellNon or Not ApplicableFoam Open CellNew Construction Energy Code Compliance Certificate Foundation Wall THERMAL ENVELOPE Insulation Location 2.6 max air leak RADON CONTROL SYSTEM Type: Check All That Apply Total R-Value of all Types of Insulation000000Builders Associaton of Minnesota version 101014 11/17/2020 X KP