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BLD2022-1279+STRUC. CALCS+3.28.2024_11.48.14_AM+4162831Ross Engineering Design Inc GOODNIGHT RESIDENCE DECK STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2018 IBC 737 ALOHA STREET, EDMONDS, WA Job Number 22002D ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Page 2 of 8 Ross Engineering Design Inc project: GOODNIGHT RESIDENCE DECK by: RR sheet #: location: 737 ALOHA STREET, EDMONDS, WA date: 3/27/2024 client: THE LEREN COMPANY job #: 22002D Governing Codes General - 2018 International Building Code Wood - ANSI / AWC NDS - 2018 ANSI / AWC SDPWS - 2018 Loads - ASCE / SEI 7-16 Concrete - ACI 318 - 14 Default Roof Loads Dead Load Sheathing Rafter Roof Truss Roof Min. w/ Uplift Roofing NA psf NA psf NA psf NA psf Sheathing Insulation Sprinkler Ceiling Rafters/Trusses Mechanical Solar Misc Total 0.00 psf 0.00 psf 0.00 psf 0.00 psf * Included in RISA self weight Snow Load Ground Snow Load Pg = Pg = 20.0 psf Minimum Roof Snow Load = 25 psf Exposure Factor Ce = Ce = 1.0 Thermal Factor Ct = Ct = 1.0 Slope Factor Cs = Cs = 1.0 0.7CeCtCslsPg Design Roof Snow Load Ps = Ps = 14 psf = 25 psf minumum roof snow load controls Default Wood Floor Loads Dead Loads Sheathing Joist Floor Truss Floor Decking NA psf * psf NA psf Gyperete Sheathing Insulation Sprinkler Ceiling Joist/Truss Mechanical M isc 4.00 Total 0.00 psf 4.00 psf 0.00 psf * Included in RISA self weight Live Loads Residential NA psf Balcony 60 psf Page 3 of 8 Ross project: GOODNIGHT RESIDENCE DECK by: RR sheet #: Engineering location: 737 ALOHA STREET, EDMONDS, WA date: 3/27/2024 Design client: THE LEREN COMPANY job #: 22002D Inc DECK TYPE AREA LOADS DECK TYPE AND AREA LOAD MAPS 1, y --------- \ •, ,�� ------------------------ Deo,. Type Jcist Floor Truss Roof Rafter Roof Trex Ceck Label I Two Wav I Self Wt fksfl I Suoer DL fksfl Joist Floor ❑ 0.002 0.027 Truss Roof ❑ 0.001 0.016 Rafter Roof ❑ 0.001 0.012 Trex Deck ❑ 0.004 0.004 Area Load Residential s n c'.1' sal,c ny Label Addit... PreDL[ksq PostDL[... LL[ksf] I ILL. Type Residential ❑ 0.04 LL-Reduce Snow ❑ 0.025 SL Balcony ❑ 0.06 LL-Reduce Page 4 of 8 Company 1 RISA Designer Job Number A NEMETSCHEK COMPANY Model Name Mar 27, 2024 1:13 PM Checked By:_ Wood Material Properties I nhel Tvne nntnhnoe Qneriee (,rode (gym Ci P-4 Alit Therm //1 nencrWffA 1 DF#1 Solid Sawn Visually ... Douglas Fir -Larch No.1 1 0.3 0.3 0.035 2 DF#2 Solid Sawn Visually ... Douglas Fir -Larch No.2 1 0.3 0.3 0.035 3 HF#2 Solid Sawn Visually ... Hem -Fir No.2 1 0.3 0.3 0.035 4 HF STUD Solid Sawn Visually ... Hem -Fir Stud 1 0.3 0.3 0.035 5 24F-1.8E DF .. Glulam NDS Tabl.. 4F-1.8E_DF_BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF .. Glulam NDS Tabl.. 24F-1.8E_DF_U... na 1 0.3 0.3 0.035 7 PSL SCL TruSJoiSt 2.OE_DF Paralla... na 1 0.3 0.3 0.035 8 LVL SCL TrusJoist 1.9E TimberStran... na 1 0.3 0.3 0.035 9 PT 4x Post Custom N/A PT 4x Post na 1 0.3 0.3 0.035 10 PT 6x Post Custom N/A PT 6x Post na 1 0.3 0.3 0.035 11 PT 10 Custom N/A PT 10" na 1 0.3 0.3 0.06 12 PT 12 Custom N/A PT 12" na 1 0.3 0.3 0.06 13 PT 6x12 Custom N/A PT 6x12 max na 1 0.3 0.3 0.035 14 PT 6x16 Custom N/A PT 6x16 max na 1 0.3 0.3 0.035 15 RIGID Custom N/A RIGID na 1 0.3 0.3 0.035 Custom Wood Properties I nhel Ph fkcil Ft rken Gv rkcil Pr rkeil F rkcil Pnri rkcil Tvne (:G 1 I PT 4x Post 0.68 0.42 0.12 1.04 1235 447 Visually ... 2 PT 6x Post 0.46 0.3 0.112 0.46 1045 380 Visually ... 3 PT 10" 0.76 0.42 0.12 1.04 1235 447 Visually ... 4 PT 12" 0.68 0.42 0.12 1.04 1235 447 Visually ... 5 PT 6x12 max 0.54 0.28 0.112 0.4 1045 380 Visually ... 6 PT 6x16 max 0.525 0.28 0.112 0.4 1045 380 Visually ... 7 RIGID 1000 1000 1000 1000 1 e+6 1 e+6 visually ... Deck Loads I ohel Turn \AMv Qclf \A/+ rkofl Q..- nl rkcfl r`nn.+ nl rkofl r`nno+ I I n-fl 1 None 2.917e-6 0 0 0 2 Joist Floor 0.002 MW 0.027 0 0601- 3 Truss Roof 0.001 0.016 0 0 4 Rafter Roof 0.001 0.012 0 0 5 Trex Deck 0.004 0.004 0 0 Uniform Area Loads I ahal Arlrlitiva Prani rkcfl Pnctnl rkcfl I I rkcfl I I Tx/na \/I rkcfl nvn I narlrkcfl 1 None LL-Reduce 2 Residential 0.04 LL-Reduce 3 Snow 0.025 SL 4 Balcony 0.06 LL-Reduce Combinations I ohel Qnl r'o+ Co r'o+ Co r`o4 Co r`o4 Co r`o4 Con4 !'`o+ Con4 (`o+ Con+ r`o4 Con+ r`o4 Con4 r`o4 Con+ RISAFloor Version 18.0.0.10[CA ... \... \... \... \... \... \REV2\CALCS\GOODNIGHT.REV2.rfl] Page 2 Page 5 of 8 ILVJ,1,-..y ' creviry Z ■ 00 LO M 00 DJ215 v m M m Loads: LL-Reduce - Reducible Live Load Results for LC 1, Service Dead 1 ST FLOOR Mar 27, 2024 at 1:11 PM KEY PLAN GOODNIGHT.REV2.rfl Page 6 of 8 Company RISA Designer IIIJob Number Model Name Beam Code Summary for Wood: 1ST FLOOR Mar 27, 2024 1:12 PM Checked By:_ Label Size Exolicit Material Bendina ... Locrftl LC Defl Check Locrftl Cat Shear Ch... Locrftl LC 1 B153 4X10 Yes PT 10 0.646 3.669 2 0.251 3.323 LL 0.634 6.646 2 2 B154 4X10 Yes PT 10 0.617 3.724 2 0.237 3.25 LL 0.652 6.5 2 3 B155 4X10 Yes PT 10 0.601 3.859 2 0.234 3.25 LL 0.465 0 2 4 B156 4X10 Yes PT 10 0.536 2.687 2 0.197 3.145 LL 0.627 0 2 5 B157 4X10 Yes PT 10 0.2 2.995 2 0.072 3.444 LL 0.22 0 2 6 DJ215 2X10 Yes PT 10 0.992 5.927 2 0.734 5.927 LL 0.517 11.854 2 RISAFIoor Version 18.0.0.10[CA ... \... \... \... \... \... \REV2\CALCS\GOODNIGHT.REV2.rfl] Page 1 Page 7 of 8 Ld F266 F267 F274 F268 F269 Loads: Envelope Results FOUNDATION Mar 27, 2024 at 1:10 PM KEY PLAN GOODNIGHT.REV2.rfl Page 8 of 8 Ross project: GOODNIGHT RESIDENCE DECK by: RR sheet #: Engineering Design Inc location: 737 ALOHA STREET, EDMONDS, WA date: 3/27/2024 client: THE LEREN COMPANY job #: 22002D Footings Allowable Bearing = 1500 psf Footing St Loc [ft] End Loc [ft] Length [ft] Max Base Reaction[k] Label Top Floor F266 -3.354,49.395-1.354,49.395 2.0 2.16 F266 FOUNDATION F267 -3.354,43.104-1.354,43.104 2.0 3.28 F267 FOUNDATION F268 -3.354,30.104-1.354,30.104 2.0 3.39 F268 FOUNDATION F269 -3.354,23.458-1.354,23.458 2.0 1.79 F269 FOUNDATION F274 -3.354,36.604-1.354,36.604 2.0 3.37 F274 FOUNDATION Bottom Floor Start Point End Point Material Type Material Set Base N97 N98 Concrete Conc2500NV\ Base N99 N100 Concrete Conc2500NV\ Base N 101 N 102 Concrete Conc2500NV\ Base N 103 N 104 Concrete Conc2500NV\ Base N 105 N 106 Concrete Conc2500NV\ Footing Width Result (in) (psf) Check 24 540 OK 24 820 OK 24 847 OK 24 447 OK 24 843 OK