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Engineering CalcsCopyright 2021, SEGA Engineers STRUCTURAL CALCULATIONS FOR THE SOUNDBUILT HOMES RESIDENTIAL PROJECT L2M-2470 September 28, 2021 Job No. : 10-041 Location: Lots 201 - 398, Tahoma Terra II Yelm, Washington SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 10101010////01010101////21212121 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red-lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I-joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers Project Plan L2-2470 Structural & Civil Consulting Engineers Job No.10-041 By:GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date:05/07/21 Sht 1 Design Criteria International Building Code (IBC), 2018 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph (Vult) Copyright 2021, SEGA Engineers Design Wind Speed 110 mph (Vult) Kzt 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 CS =0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2021, SEGA Engineers SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 LOADS ROOF DL Y 100p, Roofing (Comp) '12" OSB 2 x @ 24" Insulation 51&" G W B Misc. LL Snow, Pf Reduction, Cs 6112 pitch = 27 deg Total Roof Load i, Flooring 314" Plyw:;" 2x12016"or, 5'8„ G` ,;3 Misc. LL Residential Total Floor Load DECKS DL 2 x Decking 2x10@16"oc Misc LL Residential Total Deck Load WALLS DL Siding '12" Plywood 2x6@16"oc Insul '12" GWB Copyright 2020, $EGA Engineers Project 1-2-2470 Job No. 10-041 By: GAT Checked Date. 07/17/20 Sht 2 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf (115% Load Duration) 0.00 (Ct = 1.1, other surfaces) 39.2 psf 0.5 psf 2.3 3.3 2.8 _ 1.5 10.4 psf 40 psf 50.4 psf 4.3 psf 2.8 1.5 8.6 60 psf 68.6 psf 3.5 1.5 psf 1.7 0.6 2.2 9.5 psf SEGA Engineers PROJECT Z - i Z, Structural & Civil Consulting Engineers JOB NO. p —p FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE/'�7/j1l SHEETS OF (360) 886-1017 r_.... _...... -� ' CG ✓ t �' J��-rev � UJ=Ax,�pl�) t! = zk— r xc-a Copyright 2015, SEGA Engineers SEGA Engineers PROJECT TT - Structural & Civil Consulting Engineers ��� z�� JOB NO. � O � � [, j FIGURED BY 6r47- 22939 SE 292nd Place * Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE ) q)1//(SHEET L OF lN j F-71- r v: i - l� 4 - 3 c� m� — D, c�SID.j't}�1 �` 1 (Dr �3 7Je--, WZ ll `<'gee i IL 01��'rYSO 3 la S' � +tet 4-- 16r 141L 4V4 3f/ z r if &Ld -r - o Copyright 2011, SEGA Engineers SEGA Engineers PROJECT Structural & Civil Consulting Engineers r JOB NO. . [ FIGURED BY �. 22939 SE 292nd Place Black Diamond, Washington 98010 Osk (360) 886-1017 CHECKED BY DATE N SHEEOF 17 . q bd t� - T- ---- P — btV kA .w [ � K1 G-Sl1 7{1,161 C4l.e -- 6 r f„ 1 I }f l!� ,I --e-Sl- F air► t 4" �e -- V f x / ry Copyright 2021, SEGA Engineers SEGA Engineers..,/ Structural & Civil Consulting Engineers Project Typical Fig Job No. By: GAT 22939 SE 292nd Place (360) 886-1017 Black Diamond, WA 98010 Checked Date: 12/03/15 Slit. Sguare Footing Design Ftg 42 x 42 Design Parameters f'c = 2,500 psi Fy = 40,000 psi All. q = 1,500 psf b= 6.0 in -short side of column d= 6.0 in - long side of column Loads: Col DL = 3.2 kip (Service Load) Col LL = 12.8 kip (Service Load) Floor LL = 0 psf Overburden = 0.0 in (120 pcf assumed) Slab Thick. = 0.0 in (150 pcf assumed) Size and Footing Pressure -- h= 8.0 in qn = 1.40 ksf Req'd Area= 11.43 ft"2 Try 3.40 ft x 3.40 ft Factored Net Soil Pressure = 2.13 ksf EFtg Thickness ,E Min. Ftg. Size (1.2D + 1.6L) Check for Two -Way Shear Avg d = 4.00 in Vu = 22.84 kips bo = 40.00 in (Critical Shear Perimeter) BC = 1 (Long Side/Short Side of Column) phi V, = 27.20 kips Phi Vc > V„ OK Check for One -Way Shear Vu = 8.079 kips Phi V� = 13.87 kips Phi VC > Vu OK Design Reinforcement M„ = 7.61 kip -ft AS = 0.70 in^2 a = 0.32 in Phi Mr, = 7.62 kip -ft Phi Mn > Mu OK AS min = 0.59 in^2 OK Use (4) - # 4 bars EW Reinforcement 0.79 in"2 Copyright 2015, SEGA Engineers SEGA Enginee s Structural &Civil Consulting Engineers Project L2-2470 Job No. 10-041 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 12/17/15 Sht. LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SDS W Eq. 12.14-11 R where, F = 1.0 One -Story Building SDS = 1.00 SS = 1.5 Fa = 1.00 (Table 11.4-1, SS > 1.25) R = 6.5 Table 12.14-1 W = Seismic Weight For W: Woof= (40ft) (54ft) (16 psf)+(2) (40ft+ 54 ft) (4.5 ft) (9.5psf) = 43 kips Mow= (40ft) (18ft) (14psf)+(2) (40ft+ 18 ft) (8.5 ft) (9.5psf)=19 kips Wtotal = 62 kips Design Base Shear, V = ( .154) (62 kip) = 9.5 kip E = 9.5 kip - 6.8 kip 1.4 WIND Design Wind Pressure, ps = Kt pr,30 where, = 1.00 0 -15 ft Exposure B = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft Kn = 1,00 p30 = 17.7 psf 110 mph PO -15 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf P20 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf P25 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf P3o = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf Eq. 28.6-1, Sect. 28.6.3 Figure 28.6-1 Section 26.8 Figure 28.6-1 (ASD) (x0.6= 10.62 psf) (x0.6= 10.62 psf) (x0.6= 10.62 psf) ( x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vflb= (40ft) (10ft) (17.7psf) + (40ft) (5ft) (17.7psf) + (40ft) (5ft) (17.7psf) + (40ft) (2ft) (17.7 psf) =15.6x0.6 9.3 kips V,/S= (61 ft) (10ft) (17.7 psf) + (43ft) (5ft) (17.7 psf) + (18ft) (5ft) (17.7psf) + (4ft) (2ft) (17.7 psf) =16.3x0.6 9.8 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2015, SEGA Engineers SEGA Engineers PROJECT�- Structural & Civil Consulting Engineers JOB NO. �FIGURED BY 22939 SE 292nd Place Black Diamond.Washington► 98010 CHECKED BY DATE SHEET �OF (360) 886-1017 of mor �� ` � L��z`}�D�"��r� ���5 �1ar(��} t ��,(s'��l�b��� (G-°��1v)��'�' �'►L�'� (Z�) (/Ptl (p) L L 01°Lttif �t fitifiS o ti G DPT aN / z 3, � 7q A. - s I- 1,7 Copyright 2015, SEGA Engineers U 01°Lttif �t fitifiS o ti G DPT aN / z 3, � 7q A. - s I- 1,7 Copyright 2015, SEGA Engineers SEGA Engineers PROJECT Structural & Civil Consulting Engineers L Z l Z �� S� 22939 SE 292nd Place JOB NO, 10 V FIGURED BY 47- Black Diamond, Washington 98010 CHECKED BY DAT a7r�20/ SHEEi'(1 OF (360) 886-1017 I:;deAIL 1 116 rJ D 1/24W a'/54' -`A v> 441S 7- v N� jt4jtb�/' q, Copyright 2015, SEGA Engineers X33 ` 0•I�> s a� 441S 7- v N� jt4jtb�/' q, Copyright 2015, SEGA Engineers X33 ` 0•I�> EGAngineers Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 PROJECT PLAN L2-2410 JOB NO. 10-041 FIGURED BY GAT CHECKED BY DATE 11/05/10 SHEET 10F SMEAR WALL KEY PLAN ---------------------- UPPER FLOOR A = 101 50 PT L 114 L ------------ -------------------------------------- _ 5 5 4 T520 - GIRDER L6TA36 - HDR N SILL TO TOP PLATE o TO 3x BLOCKI 4 PLACES __Z�RYP. MAIN FLOOR A = 1,764 5Q FT A 0 A = 30I SQ FT A = 581 5Q FT D5C2 - GIRDER TO TOP PLATE S�. 2 y�e O 115105.5 5TROWdALL. 3EE SIHPSOH PRODUCT CiJIDE 3 FOR PORTAL INSTALLATION, G C MR OF 2) LSTA36 -HDR 6 SILL TO 3x 6LOCKINCx MR 2 PLACES) SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULEMarkMinimumSheathing AnchorRemarks (4)MarkMinimumSheathing AnchorRemarks (4)MarkMinimumSheathing AnchorRemarks (4)Sheathing (1)Nailing (1)Bolts (3)Sheathing (1)Nailing (1)Bolts (3)Sheathing (1)Nailing (1)Bolts (3)1/" OSB or5/" @ 60" o.c.A1/2" OSB or8d @ 6" o.c.5/8" @ 60" o.c.Qall = 230 plfA1/2" OSB or8d @ 6" o.c.5/8" @ 60" o.c.Qall = 230 plfA/2" OSB or8d @ 6" o.c./8" @ 60" o.c.Qall = 230 plfCDXCDXCDXB1/" OSB or8d @ 4" o.c.5/" @ 32" o.c.Qall = 350 plfB1/2" OSB or8d @ 4" o.c.5/8" @ 32" o.c.Qall = 350 plfB/2" OSB or8d @ 4" o.c./8" @ 32" o.c.Qall = 350 plfCDXCDXCDX15C1/2" OSB or8d @ 3" o.c.5/8" @ 16" o.c.Qall = 450 plfC1/2" OSB or8d @ 3" o.c.5/8" @ 16" o.c.Qall = 450 plfC/2" OSB or8d @ 3" o.c./8" @ 16" o.c.Qall = 450 plfCDXUse minimum 3x studsCDXUse minimum 3x studsCDXUse minimum 3x studsat abutting panel edgesat abutting panel edgesat abutting panel edgesand stagger nails.and stagger nails.and stagger nails.RSee Detail 12/S2.0 for ConstructionRSee Detail 12/S2.0 for ConstructionRSee Detail 12/S2.0 for ConstructionNotes:Notes:Notes:1)All walls designated " " are shear walls. Exterior walls shall be sheathed with rated sheathingNotes:1)All walls designated " " are shear walls. Exterior walls shall be sheathed with rated sheathing1)All walls designated " " are shear walls. Exterior walls shall be sheathed with rated sheathing1)All walls designated " " are shear walls. Exterior walls shall be sheathed with rated sheathing(24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.10.1.intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.10.1.intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.10.1.2)Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear 2)Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear 2)Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO).walls shall use double studs minimum (UNO).walls shall use double studs minimum (UNO).3)Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5"3)Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5"3)Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5"from each end of the piece. Embed bolts a minimum of 7" into concrete.from each end of the piece. Embed bolts a minimum of 7" into concrete.from each end of the piece. Embed bolts a minimum of 7" into concrete.4)Allowable loads are permitted to be increased by 40% for wind design in accordance with4)Allowable loads are permitted to be increased by 40% for wind design in accordance with4)Allowable loads are permitted to be increased by 40% for wind design in accordance withAF&PA SDPWS Table 4.3A.AF&PA SDPWS Table 4.3A.AF&PA SDPWS Table 4.3A.