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Design Summary ReportDesign Summary Report Project: 060A- 1 5406-02-00 Oct 16,2018 Description: Rick Morris 26'x38' -3" x72 Chaska Customer: Rick Morris Market: SUBIIRBAN County: Carver Plant: l0l Version: 1.50.248 State: MN Price File: QP092018 BOM Version: 248 Note: The information presented in this report is based on a preliminary design using the input data provided. Actual building component types, grades and dimensions are subject to change per Lester Engineering design review. The final design will meet the loads specified below. Lester's Structural Warranty reflects these loads. Buildine Informsfi-n Building Unit: 1 Description: Main Building Type: Uni-Frame Embedded Width:26'-0"Clear Height: l2'-0" (Bldg. Def.)Top Chord Slope: 4 / 12 Btm Chord Slope: 0 / 12 Length: 38'-4"Eave Height: 13'-0"Roof System: Simple Gable SW Bay Spacing: 4@9'-7" EWI Bay Spacing: l@8'-9", l@ 8'-3", l@9'-0" EW2 Bay Spacing: l@7'-9", l@ l'-3", 1@ 8'-0", l@ l'-3", 7@7'-9" Overhangs (in): I Sl = 12 32=12 El=12 E2=12 Diaphragm / Knee Braces: Use Diaphragm WITHOUT Knee Braces. I Liner: Yes I Ceiling: Yes Foundations Foundation Type: Poured Footing, floor Wall Width (in): N/A for Embedded Building Frost Depth (in): 48 Grade to Top of Wall (in): N/A Floor Thickness (in): 4 Curb Height (in): N/A Anchor Type: Anchor Block Soil Allowable Bearing Pressure (psf): 3000 Concrete Strength (psi): 3000 Soil Allowable Lateral Pressure (psf per ft depth): 200 Buitdinu Loads - Wind Buildins Code: IBC-20 1 2 Risk Catesorv: II - General Use Wind Speed Type: Ultimate Wind Exposure: C Code Minimum Ultimate Wind Speed (mph): 115 Buildine Enclosure for Wind: Enclosed Equivalent Allowable Wind Speed (mph): 90.9 Wind Importance Factor: NA Desisn Ultimate Wind Speed (mph): 115 Estimated MRI Ultimate Wind (vr): 900 Equivalent Allowable Wind Speed (mph): 90.9 Warranted Wind Speed (mph): 90.9 Buildins Loads- Snow Buildins Code: IBC-20 I 2 Code Minimum Ground Snow Load (psO: 50 Desisn Ground Snow Load (psf): 50 Snow Importance tr'actor: 1 Desisn Uniform Roof Snow Load (ps0: 33.3 Estimated MRI Ultimate Snow (vr): 210 Snow Retention Trim Over S1: No Snow Retention Trim Over 52: No This Warranty allows for a properly designed Snow Retention Trim to be installed on this building. I Building Loads - Ciavity :). Roof Live Load (psO: 18.63 Truss Bottom Chord Load (psf): 5 Roof Dead Load (psf):4 Design Bottom Chord Braces for Ceiling Load: Yes Wall Dead Load (psf): 3 Boof Lbads - Unbai i Snow Load.lilind Load. Actual Dead Load Unbalanced Snow Load Wind Load (Perpendicular To Ridge)Wind Load (Parallel To Ridge) Windward (psf): l0 Windward (psf): -12.77 Windward (psf): -12.77 Leeward (psf): 33.3 Leeward (ps|: -9.54 Leeward (psf): -8.07 Lee Surcharge (psf): 15.5 Components and Cladding (psf): 15.12 Lee Surcharge Length(ft): 6.05 Actual Roof + Ceiling Dead Load (psf): 3.54 W*U f,oaOs- Wfn[lgnd Side Wall Pressure (psf): 10.28 Side Wall Suction (psf): -9.25 End Wall Pressure (psf): 10.28 End Wall Suction (psf): -9.25 Components and Cladding $sf): -17.47 Columns and Secondarv Framing Material Member ID ComDonent Locations Plies Lumber Length Spacine CJl Btm Chd Brace C1 I 2x6 SPF No.2 9',-4 314"5',-4 l12" S1:C1 Column (Corner)S1:Cl 8 2x6 Lester No.1 12'-6u 9',-3 718" S1:C5 (Typ)Column (Corner)S1:C5, S2:Cl, S2:C5 I F666 Lester No.1 72',-6"9',-3 718" El:C2 Column (End)El:C2 F666 Lester No.l 5'-5"8'-6" E2:C2 Column (End)E2:C2 F666 Lester No.l 5'- I ll4"9'-1 l/8" E2:C3 Column (End)E2:C3 F666 Lester No.l 5',-l 114"9'-1 l/8" Sl:C2 (Typ)Column (Side)S l:C2 to S l:C4, S2:C2 to 52:C4 I F666 Lester No.l l2'-6"9'_'7" FH:E1:D1 False Header E1:D1 2x6 Lester No.2 8'- 1 l'-0" FH:E2:D2 False Header E2:D2 2x6 Lester No.2 l0'-4 712"l'-0" PR1 Purlin Glush)RI 2x6 Lester No.l t0'-4 314"2',-4" PRI UnbSnow Purlin (Flush)R1 I 2x6 Lester No.l l0'-4 314"l'-7" PR2 Purlin Glush)RI 1 2x6 Lester No.1 9',-4"2',-4" PR2 UnbSnow Purlin (Flush)R1 I 2x6 Lester No.1 g',-4u 7',-7" GW5 WallGirt (Flush)S1, 52 I 2x6 Lester No.2 9'-1"2',-0' GW6 Wall Girt Glush)EI,E2 I 2x6 Lester No.2 8',-3 ll2"2',-0" Primarv Framing - Trusses Tru*s Description Truss ID Description Shape Tvpe Plies Span Spacing T1 TR:26-00/ I P/TRUS/9OC/3 3 -4- 5 I 12 - oH-rztP4n2lT63-FAN Triangular T63.FAN 1 26',-0"9',-1" I I I I I 1 2 Geometrv and Bracine Truss ID Heel Heieht (in) Left OH (in) Right OH (in) Top Chord Slope (/12) Purlin Soacinp (in) Bottom Chord Slope (/12) Bottom Chord Brace Spacins (in) TI t2 t2 12 4 28 0 6l Truss Loads Truss ID RoofSnow Load (osfl Roof Live Load (osfl RoofDead Load (osfl Ceiling Dead Load (osfl Weight (lb) T1 33.3 r 8.63 4 5 160.13 '1 rus6 Meterial Truss ID Location Lumber (Size / Species / Grade) T Top Chord 2x6 DFL/SYP M-2312400 MSR 1.8E T Bottom Chord 2x6 Lester Premium T Web 2x4 Lester No.2 T Slider 2x8 Lester No.1 Foundations Descrintion Column ID Location Material Volume Diameter x Thickness (in) Embedment Deoth Quantity El:C2 End Wall Poured 0.0436 CYD 18 x 8 4'-0" E2:C2 End Wall Poured 0.0436 CYD 18 x 8 4'-0" E2:C3 End Wall Poured 0.0436 CYD 18 x 8 4'-0" S1:Cl Corner Poured 0.0776 CYD 24 x8 4'-0" S1:C2 (Ttp)Side Wall Poured 0.0776 CYD 24 x8 4'-0"6 S1:C5 (Tlrc)Corner Poured 0.0436 CYD 18 x 8 4'-0"3 Concrete Total Poured 0.805 cYD 13 a You have priced Overhead Door Openings Furnished By Others. It is recommended you switch to a Clopay wind rated door. supplied with vour Lester Building package. to match the wind rating of your buildine. Openings: I , 2 I I I I J