The URL can be used to link to this page

Home My WebLink AboutRIF STRLIX 02.19.2024smrRLDC ENGINEERING LLC February 19, 2024 Kraig Hutchison Project Manager Forge Building Company 2785 N. Bogus Basin Rd. Boise, ID 83702 RE: RFI #1 — FBC #22166 Freeup Silt Storage — Building L Dear Mr. Hutchison, Information Request: The owner has requested several design changes to Building L. These changes are detailed in redlines attached to this RFI. Response to Request: These changes are approved. Where partition panels are not continuous to the drag strut at the roof level, added vertical cross bracing must be used. See detailing and locations on the attached plan markups. This RFI and any attachments are to serve as supplement to the original structural plan set. This does not permit or allow any alterations to the original design. If you have any questions, feel free to contact me at the number below. Sincerely, Levi Voigt, Principle, PE STRUX Engineering LLC PO Box 324 Prairie City, OR 97869 541-620-8071 levi@struxengineerinq corn Attachments: 1. Revised Lateral Calculations 2. Marked -up Plan Sheet 209 N McHa ley f Phone; 541.620.8071 p,DO LIC� 56488 2-19-2024 11Page Prairie City, Oregon 97869 1 www.struxengineering.com �� ' �� Client: Forge Building Company SJob Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Shear Wall Design - N/S Direction Wall Line A ShearWall Length Wall # L (ft) H (ft) A/R 1 60 11.000 0.18 2 70 11.000 0.16 3 0.00 4 0.00 5 0.00 Shear Wall wwlnd = 117.11 Of L1eft = 10 ft (length of wall to the left of SW Line) Lright = 0 ft (length of wall to the right of SW Line) Ltrib = S ft (Wall length tributary to SW Line) R = wwindLtrib = S8S.S37 lb (Force on SW Line) Lshear = 130 ft Total Length of Shear Wall Vwa11= 4.SO413 Of Unit Shear Force Provide: SW-2 vca acit min = 208 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL S 11.000 100 SS.00 Roof DL S S 100 2S.00 DLsum = 80.00 plf DL = 0.6DLsum = 48.00 plf Hsw = 11.000 ft Twa11_1 = -1332.7 lb No Uplift, OK Vwa11*Hwa11-0.6DL*(Lwa11/2) Provide: None ycapacitl, n,in = 0 pile OK RLDC Client: Forge Building Company SmrJob Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line B ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 PH Lieft = 20 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwa11= 25.0944 plf Unit Shear Force Provide: SW-1 vc„ ,acitV_n,in = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DL,.. = 105.00 plf DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twaii-, = 815.68 lb Simpson'SB 2' Vwa11*Hwa11-0.6DL*(Lwa11/2) Provide: None Wapacity min = 0 PH Simpson 'SB 2' mr RL' 3C Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line E ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 Of Lleft = 10 ft (length of wall to the left of SW Line) Lright = 20 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwa11= 25.0944 plf Unit Shear Force Provide: SW-1 Wa acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsum = 105.00 plf DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twa11_1 = 815.68 lb Simpson'SB 2' Vwa11*Hwa11-0.6DL*(Lwau/2) Provide: None Wapacity min = 0 plf Simpson 'SB 2' �� ' �� Client: Forge Building Company SJob Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line F to i ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 Of Lieft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwi.Atrib = 1171.07 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwall= 16.7296 plf Unit Shear Force Provide: SW-1 vca pacitV_niin = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsum = 105.00 PH DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twa1_1= 386.287 lb Simpson'SB 2' Vwan*Hwan-0.6DL*(Lwa11/2) Provide: None Wapacity min = 0 plf Simpson'SB 2' �� ' �� Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 Of Lieft = 20 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwa11= 25.0944 plf Unit Shear Force Provide: SW-1 Vca aci min = 166 Plf OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsum = 105.00 plf DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twa1i_1 = 815.68 lb Simpson'SB 2' VWall*Hwall-0.6DL*(Lwall/2) Provide: None Vcapacity min = 0 plf Simpson'SB 2' �� ' �� Client: Forge Building Company SJob Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line N ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 plf L1eft = 10 ft (length of wall to the left of SW Line) Lright = 20 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwa11= 25.0944 plf Unit Shear Force Provide: SW-1 vca acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w ( lf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsnm = 105.00 plf DL = 0.6DLsum = 63.00 PH Hsw = 11.000 ft Twaii-1 = 815.68 lb Simpson 'SB 2' Vwa11*Hwa11-0.6DL*(Lwa11/2) Provide: None Vcapacity min = 0 PH Simpson 'SB 2' �� ' �� Client: Forge Building Company Project: Free Up Storage SJob Number: FBC #22166 Building L ENGINEERING L L C Engineer: Levi Voigt Date: 2/19/2024 Wall Line P to 0 ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 plf Lleft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 1171.07 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwall= 16.7296 plf Unit Shear Force Provide: SW-1 Wa acit _min = 166 Plf OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsum = 105.00 plf DL = 0.6DLs,. = 63.00 PH Hsw = 11.000 ft Twall_1 = 386.287 lb Simpson'SB 2' VwaI1*Hwa11-0.6DL*(Lwa11/2) Provide: None Vcapacity min = 0 plf Simpson 'SB 2' S w.rR3cu Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line R ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 j 0.00 5 1 0.00 Shear Wall wwind = 117.11 Of L1eft = 20 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwa11= 25.0944 plf Unit Shear Force Provide: SW-1 Vca acit min = 166 PIf OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DL,,,. = 105.00 plf DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twa11_1 = 815.68 lb Simpson'SB 2' Vwali*Hwail-0.6DL*(Lwall/2) Provide: None Wapacity min = 0 plf Simpson 'SB 2' �� ' �� Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line U ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 25 11.000 0.44 3 30 11.000 0.37 4 0.00 5 0.00 Shear Wall wwind = 117.11 Of L1eft = 10 ft (length of wall to the left of SW Line) Lright = 20 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall V,,a11= 25.0944 plf Unit Shear Force Provide: SW-1 uca acit min = 166 pif OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsum = 105.00 plf DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twa11_1 = 815.68 lb Simpson'SB 2' Vwa11*Hwa11-0.6DL*(Lwa11/2) Provide: None Vcapacity_min = 0 plf Simpson 'SB 2' wr Ru 3c Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line R ShearWall Length Wall # L (ft) H (ft) A/R 1 140 11.000 0.08 2 0.00 3 0.00 4 0.00 5 0.00 Shear Wall wwind = 117.11 plf Liert = 20 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 15 ft (Wall length tributary to SW Line) R = wwindLtrib = 1756.61 lb (Force on SW Line) Lshear = 140 ft Total Length of Shear Wall Vwaii= 12.5472 plf Unit Shear Force Provide: SW-1 Vca acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 10 100 50.00 DLsuin = 105.00 Of DL = 0.6DLsum = 63.00 plf Hsw = 11.000 ft Twall_1 = -4272 lb No Uplift, OK Vwaii*HwaII-0.6DL*(Lwaii/2) Provide: None Vcapacity min = 0 plt OK S orR.3cu Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line X ShearWall Length Wall # L (ft) H (ft] A/R 1 30 16.000 0.53 2 0.00 3 0.00 4 0.00 5 0.00 Shear Wall wwind = 117.11 Of Lieft = 0 ft (length of wall to the left of SW Line) Lright = 20 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 1171.07 lb (Force on SW Line) Lshear = 30 ft Total Length of Shear Wall Vwa11= 39.0358 plf Unit Shear Force Provide: SW-1 Vca pacit min = 166 pif OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 16.000 100 80.00 Roof DL 5 5 100 25.00 DL,,,. = 105.00 PH DL = 0.6DLsum = 63.00 plf Hsw = 16.000 ft Twaii_1 = -320.43 lb No Uplift, OK Vwa1i*Hwa11-0.6DL*(Lwa11/2) Provide: None Vcapacity min = 0 [ if OK Ru3c Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Shear Wall Design - E/W Direction Wall Line 1 ShearWall Length Wall # L (ft) H (ft) A/R 1 155 10.000 0.06 2 20 10.000 0.50 3 0 0.000 0.00 4 0 0.000 0.00 5 0 0.000 0.00 Shear Wall wwind right = 150.57 plf wwind left = 150.57 plf L1eft = 0 ft (length of wall to the left of SW Line) Lright = 20 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 1505.67 lb (Force on SW Line) Lshear = 175 ft Total Length of Shear Wall Vwa11= 8.6038 plf Unit Shear Force Provide: SW-2 Wa acit min = 208 Plf OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 10.000 100 50.00 Roof DL 5 2.5 100 12.50 DLsum = 62.50 plf DL = 0.6DLsum = 37.50 plf Hsw = 10.000 ft Twa11_i = -288.96 lb No Uplift, OK VwaH*Hwa11-0.6DL*(Lwa11/2) Provide: None ucapacity min = 0 1)1f OK RLDC Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line 5 ShearWall Length Wall # L (ft) H (ft) A/R 1 65 10.000 0.15 2 50 10.000 0.20 3 35 0.000 0.00 4 0 0.000 0.00 5 0 0.000 0.00 Shear Wall wwind_right = 150.57 plf wwind left = 150.57 Of Llert = 20 ft (length of wall to the left of SW Line) Light = 25 ft (length of wall to the right of SW Line) Ltrib = 22.5 ft (Wall length tributary to SW Line) R = wwindLtrib = 3387.75 lb (Force on SW Line) Lshear = 150 ft Total Length of Shear Wall Vwaii= 22.585 plf Unit Shear Force Provide: SW-1 Wa acit min = 166 pif OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 10.000 100 50.00 Roof DL 5 5 100 25.00 DLsucn = 75.00 plf DL = 0.6DLsum = 45.00 plf Hsw = 10.000 ft Twail_i = -561.65 lb No Uplift, OK Vwa11*Hwa11-0.6DL*(Lwaii/2) Provide: None Wapacity min = 0 pll OK mr RL' 3C Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line 10 ShearWall Length Wall # L (ft) H (ft) A/R 1 65 10.500 0.16 2 50 10.500 0.21 3 0 0.000 0.00 P4 0 0.000 0.00 5 0 0.000 0.00 Shear Wall wwind right = 150.57 plf wwind_left = 150.57 plf Lleft = 25 ft (length of wall to the left of SW Line) Lright = 35 ft (length of wall to the right of SW Line) Ltrib = 30 ft (Wall length tributary to SW Line) R = wwindLtrib = 6399.08 lb (Force on SW Line) Lshear = 115 ft Total Length of Shear Wall Vrai1= 55.6442 plf Unit Shear Force Provide: SW-1 Vca aci min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 10.500 100 52.50 Roof DL 5 5 100 25.00 DLsuin = 77.50 plf DL = 0.6DLsum = 46.50 plf Hsw = 10.500 ft Twaii_i = -578.24 lb No Uplift, OK Vwali*Hwa11-0.6DL*(Lwa11/2) Provide: None Wapacity_min = 0 plf OK wr Ru iic Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line 11 ShearWall Length Wall # L (ft) H (ft) A/R 1 20 11.000 0.55 2 0.00 3 0.00 4 0.00 5 0.00 Shear Wall wwind_right = 150.57 plf wwind_iett = 150.57 plf Lien = 5 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 7.5 ft (Wall length tributary to SW Line) R = wwindLtrib = 1505.67 lb (Force on SW Line) Lshear = 20 ft Total Length of Shear Wall Vwaii= 75.2833 plf Unit Shear Force Provide: SW-1 vca acit min = 166 PIf OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 5 100 25.00 DLsum = 80.00 plf DL = 0.6DLsum = 48.00 plf Hsw = 11.000 ft Twaii_1= 348.116 lb Simpson 'SB 2' Vwaii*Hwaii-0.6DL*(Lwaii/2) Provide: None Wapacity min = 0 plf Simpson'SB 2' �� ' �� Client: Forge Building Company SJob Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line 13 ShearWall Length Wall # L (ft) H (ft) A/R 1 20 11.000 0.55 2 0.00 3 0.00 4 0.00 5 0.00 Shear Wall wwind_right = 150.57 PH wwiad_teft = 150.57 plf Lieft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 2258.5 lb (Force on SW Line) Lshear = 20 ft Total Length of Shear Wall Vwati= 112.925 Of Unit Shear Force Provide: SW-1 Vca act min = 166 PH OK DL On Wall Type p ( sf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 5 100 25.00 DLsum = 80.00 plf DL = 0.6DLsum = 48.00 plf Hsw = 11.000 ft Twatt_1 = 762.174 lb Simpson'SB 2' Vwait*Hwa11-0.6DL*(Lwa11/2) Provide: None Wapacity_min = 0 PH Simpson 'SB 2' mr Ru 3c Client: Forge Building Company Job Number: FBC #22166 ENGINEERING L L C Engineer: Levi Voigt Project: Free Up Storage Building L Date:2/19/2024 Wall Line 15 ShearWall Length Wall # L (ft) H (ft) A/R 1 20 11.000 0.55 2 0.00 3 0.00 4 0.00 5 0.00 Shear Wall wwind_right = 150.57 plf wwind_ieft = 150.57 plf Lieft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 2258.5 lb (Force on SW Line) Lshear = 20 ft Total Length of Shear Wall Vwaii= 112.925 plf Unit Shear Force Provide: SW-1 Wa acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 5 100 25.00 DLsam = 80.00 PH DL = 0.6DLsum = 48.00 PH Hsw = 11.000 ft Twai>_1= 762.174 lb Simpson 'SB 2' Vwa11*Hwa11-0.6DL*(Lwa11/2) Provide: None ycapacity min = 0 plf Simpson 'SB 2' � � � �' � � Client: Forge Building Company Project: Free Up Storage Job Number: FBC #22166 Building L ENGINEERING L L C Engineer: Levi Voigt Date: 2/19/2024 Wall Line 17 ShearWall Length Wall # L (ft) H (ft) A/R 1 15 11.000 0.73 2 35 11.000 0.31 3 0.00 4 0.00 5 0.00 Shear Wall wwind_right = 150.57 plf wwind_lett = 150.57 plf L1eft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 2258.5 lb (Force on SW Line) Lsbear = 50 ft Total Length of Shear Wall Vwa11= 45.17 plf Unit Shear Force Provide: SW-1 vca acit min = 166 pif OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 11.000 100 55.00 Roof DL 5 5 100 25.00 DLsum = 80.00 plf DL = 0.6DLsum = 48.00 PH Hsw = 11.000 ft Twa11-1 = 136.87 lb Simpson'SB 2' Vwa11*Hwa11-0.6DL*(Lwa11/2) Provide: None Vcapacitv min = 0 pif Simpson'SB 2' mr RL' 3C Client: Forge Building Company Project: Free Up Storage Job Number: FBC #22166 Building L ENGINEERING L L C Engineer: Levi Voigt Date: 2/19/2024 Wall Line We', ShearWall Length Wall # L (ft) H (ft) A/R 1 20 11.000 0.55 2 0.00 3 0.00 4 0.00 5 0.00 Shear Wall wwind right = 150.57 plf wwind left = 150.57 Of Lieft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 2258.5 lb (Force on SW Line) Lshear = 20 ft Total Length of Shear Wall Vwaii= 112.925 Of Unit Shear Force Provide: SW-1 Vca acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w 010 Wall DL 5 11.000 100 55.00 Roof DL 5 5 100 25.00 DLsuin = 80.00 plf DL = 0.6DLsum = 48.00 plf Hsw = 11.000 ft Twaii_1= 762.174 lb Simpson 'SB 2' Vwau*Hwa11-0.6DL*(Lwaii/2) Provide: None Wapacity min = '0 plf Simpson'SB 2' O r R L' 3 C Client: Forge Building Company Project: Free Up Storage Job Number: FBC #22166 Building L E N G i f� E E R I N G L L C Engineer: Levi Voigt Date: 2/19/2024 Wall Line 21 ShearWall Length Wall # L (ft) H (ft) A/R 1 20 15.000 0.75 2 0 0.000 0.00 3 0 0.000 0.00 4 0 0.000 0.00 5 0 0.000 0.00 Shear Wall wwind right = 150.57 plf wwind_ieft = 150.57 plf Lieft = 10 ft (length of wall to the left of SW Line) Lright = 10 ft (length of wall to the right of SW Line) Ltrib = 10 ft (Wall length tributary to SW Line) R = wwindLtrib = 2258.5 lb (Force on SW Line) Lshear = 20 ft Total Length of Shear Wall Vwaii= 112.925 plf Unit Shear Force Provide: SW-1 Vca acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 15.000 100 75.00 Roof DL 5 5 100 25.00 DLsum = 100.00 plf DL = 0.6DLsum = 60.00 plf Hsw = 15.000 ft Twaii_1 = 1093.87 lb Simpson 'SB 2' Vwaii*Hwaii-0.6DL*(Lwali/2) Provide: None Vcapacity_min = 0 pIf Simpson 'SB 2' L13C Client: Forge Building Company Project: Free Up Storage Job Number: FBC #22166 Building L ENGINEERING L L C Engineer: Levi Voigt Date: 2/19/2024 Wall Line 23 ShearWall Length Wall # L (ft) H (ft) A/R 1 70 16.000 0.23 2 0 0.000 0.00 3 0 0.000 0.00 4 0 0.000 0.00 5 0 0.000 0.00 Shear Wall wwind right = 150.57 plf wwind-left = 150.57 Of Lieft = 10 ft (length of wall to the left of SW Line) Lright = 30 ft (length of wall to the right of SW Line) Ltrib = 35 ft (Wall length tributary to SW Line) R = wwinaLtrib = 3764.16 lb (Force on SW Line) Lshear = 70 ft Total Length of Shear Wall Vwali= 53.7738 plf Unit Shear Force Provide: SW-1 Wa acit min = 166 PH OK DL On Wall Type p (psf) L (ft) % of L w (plf) Wall DL 5 16.000 100 80.00 Roof DL 5 5 100 25.00 DLsum = 105.00 plf DL = 0.6DLsum = 63.00 plf Hsw = 16.000 ft Twaii_i = -1344.6 lb No Uplift, OK Vwa11*Hwaii-0.6DL*(Lwaii/2) Provide: None Wapacity_min = 0 l)ll OK r U) M -I W Of U) CL o LLI ItJW U 00-0 .V N �Q ca. U) LL �� -- woo O w00 00, N NOf � W LO w w U) Rg LUO 10 c c N U I N - N ; I, !U) I� o,z L „o-Iz L I ,o-.o L I I 110-10 I J CoM 1 `� M 1� ^ J 119 J U CL U w - 10—I Q—C— m a 1J o I 1 � _ I I O I CV o I I I v I ti i>3 I I� • = I � I � � I x� I' 0 CC) I I ! I Co � o Q ry W o ' U 0 o L � I•= I J I CV U - - - - - - - — - - O Q. a _1 LO h - —I� -_ - -- I —_ L — I i -1 m o U ~ C- D in CL r ICL=- - - - I' 0 I 1 110 1 II LO U) 11O 11' 0