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HomeMy WebLinkAboutBuilding SpecsBøIIy Baildìng AnøIysís Quote ID: Job: Date: Bullding Slze: Location: 1yu2022 Width:9'-8" Lenth:5'-10" Heighü7,-2', rifle, CO Code:UBC Load: 6 psf(Dead) + 40 psf(Live) rilall Type: 4 inch Panel with24 Gauge Skin Ceiling Type: 5 inch Panel with 2 Sruds Structural Calculatlons Wind Loads: Wind Pressure Side Wall Roof Ceiling Reaction 46 psf (Toral) Wind Speed: 120 mph Thickness: 4" Skin: 0.02ó " Thickness: 5 { Skin: 0.026 " Q = 33.6S6 psf, UBC specs @ ce - 0.9 Windward 26.9568 psfl Leeward 16.848 psf Uplift 23.5872 psf , Endwall 40.4352 psf pl :457.821 lbs p2= 758.6745lbs, Wavg : 156.9672tblfT tilall Span Q wall allow > IVS\ryE :2696 or LSWE: 16,85 or Endwall = 40.44 or 15 psf Q wall allow = 1.33 * k3 = 67.43 psf @ span = j.fi ft> WS\U or LSWI or E'W Q ceiling allow > DL + LL :46 psf or RUTVI - 0.8 * DL : Ig.7g7Z Q ceiling allow = k3 = 103.75 psf @ span = 9.67 ft Ceiling Span CeÍling Diaphragm: 0 -1 t4 0 Wceiling allow > Wactual = 156.9672 plf Wall=k * kl /k2=387 * 92.0 /51.04=697.55 plf>Wactual @Ll=5.53 Ceiling Diaphragm - Short Directlon; 0 -l 14 0 Wceiling allow > Wacrual = 156.9672 plf Watlow - k * kl / k2 : 387 * 46.0 I 35.04 : 508.02 plf with I Mnrnr Frame @ Ll = 4.83 fr Short Wall Diaphragm: 6.67 ft Vact < Vallow = 333 or 750 ilreinf Bolt acr < Bolt allow:625 for WAI vact: pl * h * l2 /k4 / nos = 4s7.tz * 7.r'r * rz / 6r.s6 / 3 =2r3< varow: 333 Bolt acr = pl * h * rz rks =457.82* 7.r7 * 12 / 133.02:295.99 widrh:6.62 Long Wall Diaphragm: 2.83 ft Wact < Vallow = 333 or 750 with Reinf Bolt act < Bolt allow: 625 for WAI Vactreinf = p2'r h'i 12 / k4 / ¡os = 3'19.34 * 7.17 * 12 I 29.0 / 3 = 37 5.04with I Mrnt Bolt act : p2 * h * 12 / k5 = 379.34 * 7.17 * 12 I 23.2: 1405.87 Vact = p2 * h 't l2 / k4 / nos = 252.89 * 7.17 * 12 I 29,0 / 3 = 250.03 with 2 Mmnr Fnn Tuesday, November 01, 2022 Pagê 1 of 2 SIGN DAIE 11-14-2U22 Gas chromatograph systems Building on 5kístructurat steel near Rlfle, co Narrative of Gas chromatograph systems Building with Bally lnsulated wall panel & roof panel buildinginstalled on steel skid furnlshed by others. wall panels are'of 4" (walls) & 5,, (roof) foam insulation withsteel facing on each side and wall panel support the roof panels and roof loads with both panelssupporting the wind loads. Bally building is 9,-10,, wicle x 5,10,, long with hcight of z,-2,,.A 14 ga' 3" x3" wall angle will be secured to the steel plate floor oith" proposed skid (skid by other)with TEC 5 screw at 2' o.c. and secured to the walls with TEC 5 screw @ L6. o.c. wall panels aresecured together with speed Locks { 288 lbs shear capacityl @ 23" o,c and wall panels are secured toroof panels with speed Locks @ 23' o'c. (215 lbs of tensile'capacity and uplift capacity of 2g5 lbs >9'83/2 x23/12 x 14'3 = 135 lbs). Per Bally wall panel test, 8' n;gn a:' thick wall panels with support 83Lplf > 46-x9'67/2=222 plf. An 8',high 4" thick Ballywallpanelwillsupport 80 psf of transverse load >L2'5 psf required by ult wind load of 120 psf. An 8' high 4" bally waìl panel will support 266 tbs/panel ofrackingshear> 7'77/2x9'67/2x12'5=2t7lbs. From Bally nonieinforced roof panelchart, a 5,, insulatedwill span 9'8" with 47 psf load, out to out of building is 9i-10" so span is 9,-L0,, less 4,, wall panel = 9,-6,,which is acceptable. Attached is Bally computer program which also justifies above. General Notes: Roof Snow Load----*-- Wind Seismíc-Clss d & Category B Code IBC 2015 and Amendme SIGN DATE: 1'l-14-2022 --------120 mph Ult, Exp,,C,' By: VENKATA ROHIT GRANDHI, P.E 7823 Boxwood Ct., Highland, CA 92346 roh ith. g randi@gmail. com Digitally signed by Venkata Rohit Venkata Rohit Grandhi Grandhi Date:2022.'11.14 10:43:02-08'00' Bølly Bailding Anølysis Bolt act : p2 * h * 12 / k5 = 252.t9 * 7.17 * 12 I Z3.Z : 937.25 Widrh = 2.83 Structural Steel Requirementg No Structural Steel is Required. ***** Details Required **'r.,r,,r Shear Plates Nor Required on ceilings parallel to short side or the short lvall Shear Plates Required on Ceiling Joints parallel to Long Side Shear Plates NOT Required on the Long Wall Diaphragm Note: The Above Design Includes consideration for a Door in the short wall Diaphragm *r.{.,}.{. steel lùy'eight ***** Steel Weight: (Column + Beam) * Markup 8 Shear plates By: VENKATA ROHIT GRANDHI, P.E 7823 Boxwood Ct., Highland, CA 92346 rohith. grandi@g mail. com SIGN DATE: 11-14-2022 Tuesday, Novembor 01, 2022 Page 2 of 2