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Home My WebLink About8510 E Gilman Ave_BLD4592_2025 Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use Notice of Decision Staff Report Application Narrative Legal Description Vicinity Map Site Plan Landscape Plan Complete Streets Checklist Traffic Impact Analysis Snohomish County Traffic Mitigation Offer WSDOT Traffic Offer Form Tree Survey Stormwater Drainage Report Geotech Report Critical Area Evaluation Form SEPA Checklist Public Notice Material Noticing and Related Documents Water / Sewer Availability Certificate Unanticipated Discovery Plan Form Aerial Photo of Site Proposed Building Materials Lighting Plans and Lighting Cut Sheets Color Elevations Design Matrix Plat Map Title Report Lot Closures Preliminary Civil Plans Archaeological Survey o Confidential Documents. Contact the City to obtain. Topography (Existing Conditions) CC&R’s Deeds / Easements / Conveyances /Dedications Developer’s Agreement Recorded Copies Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. Letters and Project Documents Other: Civil Issued Permit Application Other Applications Construction Calculation Worksheet Approved Plans Review Comment Form Letters and Project Documents Other Agency Permits Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports SEPA and Noticing Materials Inspections As-Builts Other: Building Issued Permit Application Additional Applications Approved Plans Site Plan Letters and Project Documents Calculations Project Specification Manuals Reports Certificate of Occupancy Inspections Other: BLD4592 Residential Single Family 8510 E Gilman Ave December 2024 ✔ ✔ ✔ ✔ ✔ ✔ ✔ E. GILM A N A V E . 52 53 54 55 DESIGN E N G I N E E R I N G P L A N N I N G S U R V E Y I N G 12 1 0 0 N E 1 9 5 t h S t , S u i t e 3 0 0 Bo t h e l l , W a s h i n g t o n 9 8 0 1 1 42 5 . 8 8 5 . 7 8 7 7 F a x 4 2 5 . 8 8 5 . 7 9 6 3 21408 GI L L M A N W A L K LG I H O M E S Portion of the NW 1/4 and the SW 1/4 of SEC. 1, TWP. 31N., RGE. 5 E., W.M. 1 NOTES: STORM NOTES: · · · · · · · · · · · · · SITE NOTES: LEGEND: BUILDING 17 NOTES SIT E P L A N F O R B U I L D I N G 1 7 L O T S 5 2 - 5 5 1 2018 Washington State Energy Code – Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Path –Single Family 2018 Washington State Energy Code-R 1 Project Information Contact Information Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representat R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix R-value specified in the table. U-factor column excludes skylights. e interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall e interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on e interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" climate zone 5 of ICC 400. aming 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Provide all information from the following tables as building permit drawings: Table R402.1 - Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e f R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. Single Family – New & Additions (effective February 1, 2021) Gilman Walk- Plan A- 1358 MIKE JOHNSON- mike nash-architects.com 05-10-21 2018 Washington State Energy Code – Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Path –Single Family 2018 Washington State Energy Code-R 2 2.Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3.Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4.Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Options Fuel Normalization Descriptions User Notes 4 DHP with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 Energy Credit Option Descriptions d 1.3 Efficient Building Envelope 0.5 1.5 Efficient Building Envelope 2.0 1.6 Efficient Building Envelope 3.0 1.7 Efficient Building Envelope 0.5 2.1 Air Leakage Control and Efficient Ventilation 0.5 2.2 Air Leakage Control and Efficient Ventilation 1.0 2.3 Air Leakage Control and Efficient Ventilation 1.5 2.4 Air Leakage Control and Efficient Ventilation 2.0 3.1a High Efficiency HVAC 1.0 3.2 High Efficiency HVAC 1.0 3.3a 1.2 Efficient Building Envelope 1.0 1 Combustion heating minimum NAECAb 0.0 1.1 e u d e e 0.5 1.4 Efficient Building Envelope 1.0 2 Heat pumpc 1.0 3 Electric resistance heat only - furnace or zonal -1.0 1.Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. Single Family – New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. ● 2018 Washington State Energy Code – Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Path –Single Family 2018 Washington State Energy Code-R 3 Energy Credit Option Descriptions (cont.) d User Notes 5.1d Efficient Water Heating 0.5 5.2 Efficient Water Heating 0.5 5.3 Efficient Water Heating 1.0 5.4 Efficient Water Heating 1.5 5.5 Efficient Water Heating 2.0 5.6 Efficient Water Heating 2.5 6.1e Total Credits a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Single Family – New & Additions (effective February 1, 2021) Please print only pages 1 through 3 of this worksheet for submission to your building official. 3.0 CLEAR FORM ● Window, Skylight and Door Schedule Project Information Contact Information Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.)0.0 0.00 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.28 1 3 6 8 20.0 5.60 0.28 1 2 8 6 8 17.8 4.98 0.28 1 6 6 10 41.0 11.48 0.28 1 2 2 4.0 1.12 0.28 1 5 5 25.0 7.00 0.28 2 3 5 30.0 8.40 0.28 1 3 6 8 20.0 5.60 0.28 1 5 5 25.0 7.00 0.28 1 2 2 4.0 1.12 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.28 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) Plan A 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 186.8 52.30 Vertical Fenestration Area Weighted U = UA/Area 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U = UA/Area 0.00 186.8 52.30Total Sum of Fenestration Area and UA (for heating system sizing calculations) Simple Heating System Size: Washington State Project Information Contact Information Heating System Type: To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (∆T) 47 ∆T = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,358 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.0 12,222 Glazing and Doors U-Factor X Area = UA Instructions 0.280 187 52.36 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions 0.026 774 20.12 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions ---________ Above Grade Walls (see Figure 1)U-Factor X Area UA Instructions 0.056 2,000 112.00 Floors U-Factor X Area UA Instructions 0.025 234 5.85 Below Grade Walls (see Figure 1)U-Factor X Area UA Instructions 0.042 ________ Slab Below Grade (see Figure 1)F-Factor X Length UA Instructions No selection --- Slab on Grade (see Figure 1)F-Factor X UA Instructions 0.360 110 39.60 Location of Ducts Instructions Duct Leakage Coefficient 1.00 Sum of UA 229.93 Envelope Heat Load 10,807 Btu / Hour Sum of UA x ∆T Air Leakage Heat Load 6,204 Btu / Hour Volume x 0.6 x ∆T x 0.018 Building Design Heat Load 17,011 Btu / Hour Air leaka e + envelo e heat los Building and Duct Heat Load 17,011 Btu / Hour Ducts in unconditioned s ace: sum of buildin heat loss x 1.10 Ducts in conditioned s ace: sum of buildin heat loss x 1 Maximum Heat Equipment Output 21,263 Btu / Hour Buildin and duct heat loss x 1.40 for forced air furnace Buildin and duct heat loss x 1.25 for heat um This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Plan A Mike Johnson mike@nash-architects.com Above Grade Below Grade Figure 1. All Other Systems Heat Pump (07/01/13) LGI - Northwest 11410 NE 124th ST Suite 103 Kirkland, Washington 98034 Fourplex Gilman Walk INDEX TO STRUCTURAL CALCULATIONS Design Criteria SHEET 1 Vertical Analysis SHEETS 2-42 Lateral Analysis SHEETS L1-L62 OWNERSHIP OF DOCUMENTS: CALCULATIONS, DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH THE APPROPRIATE COMPENSATION TO FELTEN GROUP, INC. WA-FE21-011458 84103 18325 N. ALLIED WAY, SUITE #200 * PHOENIX, AZ 85054 * PHONE: 602.867.2500 * FAX: 602.867.2503 09/21/21 SHINGLE OR MEMBRANE PSF PSF 12.00 7.00 27.00 (MAX) TOTAL WALL DL (PSF) = TOTAL WALL DL W/ STONE VENEER (PSF) = SEISMIC DESIGN CATEGORY: EXPOSURE AT MWFRS: EXPOSURE AT C & C: D C C TOTAL WALL DL (PSF) = INTERIOR WALL DEAD LOAD WITH TILE (PSF) = +5.00 EXTERIOR WALL DEAD LOAD WALL DEAD LOADS: FLOOR FRAMING LIVE LOAD TOTAL FLOOR LL (PSF) = 40.00 SNOW LOAD TOTAL SNOW LOAD (PSF) = 25.00 FLOOR LOADS: FLOOR FRAMING DEAD LOAD PSF DECK FRAMING LIVE LOAD TOTAL DECK LL (PSF) = TOTAL FLOOR DL (PSF) = 10.00 WITH PARTITION WALLS (PSF) = +5.00 PSF 10.00NON-CONCURRENT ATTIC LL WITHOUT STORAGE (PSF) = LESS THAN 4:12 SLOPE ROOF LL (PSF) = 4:12 SLOPE AND GREATER TOTAL ROOF LL (PSF) = 16.00 20.00 15.00 ROOF FRAMING LIVE LOAD TOTAL ROOF DL (PSF) = GOVERNING CODE AND LATERAL LOAD CRITERIA: 3 SEC GUST (MPH): BUILDING CODE: MUNICIPALITY: Arlington, WA 2018 IBC/IRC 85 ROOF LOADS: ROOF FRAMING DEAD LOAD "Where quality engineering leads to lower costs." SHEET 4 OF BY Left Support Right Support Rleft (#)Rright (#) Vd Mmax fb F'b CD fv F'v CL Δactual Δmax CF/CV Cr Use: 446 446 210 0.000 4.250 385 474 5.5 5.5 929 1459 7.000 7.000 1.15 55 173 8.000 8.000 N/A N/A N/A N/A 0.995 0.111 0.170 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.500 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 656 656 210 0.000 6.250 560 1025 5.5 5.5 814 1256 7.000 7.000 1.15 51 173 8.000 8.000 N/A N/A N/A N/A 0.988 0.133 0.250 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.300 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 861 861 530 0.000 3.250 707 700 5.5 5.5 1371 1460 7.000 7.000 1.15 101 173 8.000 8.000 N/A N/A N/A N/A 0.996 0.095 0.130 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.500 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 991 991 610 0.000 3.250 712 805 5.5 5.5 639 1263 7.000 7.000 1.15 65 173 8.000 8.000 N/A N/A N/A N/A 0.994 0.028 0.130 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.300 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 Select Support Select Support Use: Select Support Select Support Use: PROJECT: GILMAN WALK- VERTICAL LA Beam / Header Design and Loading CLIENT: LGI HOMES Point Loads Uniform Loads Results Left Support Right Support Id Span (ft) P (#) x (ft) w (plf) Unbraced Length(ft) King Stud Height (ft)Slab Thickness (in)Bearing Pressure (psf) Trimmer and King Stud Material Standard Width (in) Standard Depth (in) start (ft) stop (ft) Bearing Length (in) / Hanger Support Condition Trimmer or Post Height (ft) Location Of Support H1 4.250 To Framing Below To Framing Below N/A N/A Material Type Member Size King Studs Uniform Load (plf) Point Load (#) Dual Spec Material Type Dual Spec Member Size Trimmers/ Hangers Size (in) H2 6.250 To Framing Below To Framing Below N/A N/A 4.250 Hem-Fir #2 Common Sizes 2-2x4 Select Material To Framing Below To Framing Below H3 3.250 To Framing Below To Framing Below N/A N/A 6.250 Hem-Fir #2 Common Sizes 2-2x6 Select Material To Framing Below To Framing Below H4 3.250 To Framing Below To Framing Below N/A N/A 3.250 Hem-Fir #2 Common Sizes 2-2x4 Select Material To Framing Below To Framing Below 3.250 Hem-Fir #2 Common Sizes 2-2x6 Select Material To Framing Below To Framing Below Select Material Select Material Select Material Select Material Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 5 OF BY D 60 60 0.000 9.250 240 S 100 100 0.000 9.250 360 Factors No 1.000 No MC<=19% T<=100 -0.218 0.980 0.000 1.000 No -0.133 1.000 No 0.000 1.000 759 759 296 296 240 360 Factors No No MC<=19% T<=100 No No PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES H5 1.000 663 D + S 46 173 1150 No 0 D 0 918 Cantilever Data 1755 D + S 801 No Deflections 9.250 Scarf Cut Data S 9.250 D + S 3.5 5.5 Hem-Fir #2 Common Sizes 2-2x8 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + S D + S D D Doug-Fir #2 (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) 4x4 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below To Framing Below To Framing Below Cantilever Data 1.000 No Deflections No Scarf Cut Data He a d e r / B e a m S u p p o r t De s i g n Fo u n d a t i o n S u p p o r t D e s i g n 9.25' 160 160 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 6 OF BY Left Support Right Support Rleft (#)Rright (#) Vd Mmax fb F'b CD fv F'v CL Δactual Δmax CF/CV Cr Use: 1479 1479 910 0.000 3.250 1062 1201 5.5 5.5 953 1263 7.000 7.000 1.15 97 173 8.000 8.000 N/A N/A N/A N/A 0.994 0.042 0.130 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.300 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 2389 2389 910 0.000 5.250 1687 3135 5.5 5.5 879 1058 7.000 7.000 1.15 91 173 8.000 8.000 N/A N/A N/A N/A 0.984 0.060 0.210 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.100 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 1966 1966 1210 0.000 3.250 1235 1598 5.5 5.5 729 1164 7.000 7.000 1.15 85 173 8.000 8.000 N/A N/A N/A N/A 0.992 0.025 0.130 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.200 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 1361 1361 1210 0.000 2.250 807 766 5.5 5.5 608 1266 7.000 7.000 1.15 73 173 8.000 8.000 N/A N/A N/A N/A 0.996 0.013 0.090 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide)N/A N/A N/A N/A 1.300 (1) 2x6 KS (1) 2x6 KS N/A N/A N/A N/A 1.00 Use:(1) 2x6 (1) 2x6 Select Support Select Support Use: Select Support Select Support Use: PROJECT: GILMAN WALK- VERTICAL LA Beam / Header Design and Loading CLIENT: LGI HOMES Point Loads Uniform Loads Results Left Support Right Support Id Span (ft) P (#) x (ft) w (plf) Unbraced Length(ft) King Stud Height (ft)Slab Thickness (in)Bearing Pressure (psf) Trimmer and King Stud Material Standard Width (in) Standard Depth (in) start (ft) stop (ft) Bearing Length (in) / Hanger Support Condition Trimmer or Post Height (ft) Location Of Support H6 3.250 To Framing Below To Framing Below N/A N/A Material Type Member Size King Studs Uniform Load (plf) Point Load (#) Dual Spec Material Type Dual Spec Member Size Trimmers/ Hangers Size (in) H7 5.250 To Framing Below To Framing Below N/A N/A 3.250 Hem-Fir #2 Common Sizes 2-2x6 Select Material To Framing Below To Framing Below H8 3.250 To Framing Below To Framing Below N/A N/A 5.250 Hem-Fir #2 Common Sizes 2-2x10 Select Material To Framing Below To Framing Below H9 2.250 To Framing Below To Framing Below N/A N/A 3.250 Hem-Fir #2 Common Sizes 2-2x8 Select Material To Framing Below To Framing Below 2.250 Hem-Fir #2 Common Sizes 2-2x6 Select Material To Framing Below To Framing Below Select Material Select Material Select Material Select Material Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 7 OF BY D 64 64 0.000 8.000 240 S 106 106 0.000 8.000 360 Factors No 1.000 No MC<=19% T<=100 -0.130 0.983 0.000 1.000 No -0.079 1.000 No 0.000 1.000 696 696 272 272 D 95 95 0.000 6.250 240 S 158 158 0.000 6.250 360 Factors No 1.000 No MC<=19% T<=100 -0.071 0.987 0.000 1.000 No -0.044 1.000 No 0.000 1.000 803 803 310 310 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES H10 1.000 591 D + S 41 173 1153 No 0 D 0 918 Cantilever Data 1392 D + S 636 No Deflections 8.000 Scarf Cut Data S 8.000 D + S 3.5 5.5 Hem-Fir #2 Common Sizes 2-2x8 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + S D + S D D Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x4 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below To Framing Below To Framing Below H11 6.250 Cantilever Data 1255 D + S 573 1.000 648 D + S 45 173 1158 No Deflections No 0 D 0 918 Scarf Cut Data S 6.250 D + S 5.5 3.5 He a d e r / B e a m S u p p o r t De s i g n D + S D + S D D Hem-Fir #2 Common Sizes 2-2x8 Select Material 8 8 Hem-Fir Stud (2" to 4" wide) Doug-Fir #2 (2" to 4" wide) (1) 2x6 POSTS 4x4 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below To Framing Below To Framing Below 8' 170 170 6.25' 252 252 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 8 OF BY CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA Multi-Span Girder Key Girder Loading Point Loads Uniform Loads Id Load Type P (lb) x (ft)wstart (plf) wstop (plf) Total Length (ft) Span 3 (ft) Left Right xstart (ft) xstop (ft) Span 1 (ft) Span 2 (ft)Cantilever Data Truss Type Span 4 (ft)Girder Ply Requirements Based on Crushing Post Height Post Height Support Material Type Support Material Type Support Material Type Support Material Type Support Material Type Load Combo Max/Min Reaction R4 (lb) Load Combo Max/Min Reaction R5 (lb) Load Combo Bearing Length (in)/Hanger Bearing Length (in)/Hanger Bearing Length (in)/Hanger Bearing Length (in)/Hanger Bearing Length (in)/Hanger Max/Min Reaction R1 (lb) Load Combo Max/Min Reaction R2 (lb) Load Combo Max/Min Reaction R3 (lb) Post Height Post Height Posts / Hanger Posts / Hanger Posts / Hanger Posts / Hanger Fo u n d a t i o n S u p p o r t D e s i g n Support Condition Support Condition Support Condition Support Condition Support Condition Gi r d e r S u p p o r t D e s i g n Post Height Posts / Hanger Support Location Support Location Support Location Support Location Support Location Slab Thickness (in) Slab Thickness (in) Slab Thickness (in) Slab Thickness (in) Slab Thickness (in) Bearing Pressure (psf) Bearing Pressure (psf) Bearing Pressure (psf) Bearing Pressure (psf) Bearing Pressure (psf) Support Width (in) Support Width (in) Support Width (in) Support Width (in) Support Width (in) Support Depth (in) Support Depth (in) Support Depth (in) Support Depth (in) Support Depth (in) Point Load at Support (lb) Point Load at Support (lb) Point Load at Support (lb) Point Load at Support (lb) Point Load at Support (lb) Girder Diagram Uniform Load at Support (plf) Uniform Load at Support (plf) Uniform Load at Support (plf) Uniform Load at Support (plf) Uniform Load at Support (plf) Support Size Support Size Support Size Support Size Support Size Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 9 OF BY D 223 223 0.000 3.250 L 595 595 0.000 3.250 1329 1329 363 363 D 15 15 0.000 19.750 L 40 40 0.000 19.750 D 363 16.000 15 15 0.000 15.000 L 967 16.000 40 40 0.000 15.000 1307 1933 357 527 PROJECT: GILMAN WALK- VERTICAL LA FG1 CLIENT: LGI HOMES 3.250 Cantilever Data Truss Type Total Length (ft) No 4x Floor 3.250No Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS Hem-Fir Stud (2" to 4" wide) D D 5.5 Hanger Fo u n d a t i o n S u p p o r t D e s i g n Conventional To Hanger 9 Edge (0) 2x6 POSTS 14 1500 18 200 NO FTG REQ'D To Hanger 19.750 FG2 No 4x Floor 19.750No Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D 5.125 5.125 To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below To Framing BelowFo u n d a t i o n S u p p o r t D e s i g n 3.25' 818 818 19.75' 1329 110 110 55 55 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 10 OF BY D 110 0.000 S 50 0.000 D 15 15 0.000 21.000 L 40 40 0.000 21.000 722 543 281 142 PROJECT: GILMAN WALK- VERTICAL LA REF1 CLIENT: LGI HOMES 1.000 20.000 Cantilever Data Truss Type Total Length (ft) Yes 4x Floor 21.000No Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D + S 5.125 5.125 Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below No 2x RoofNo Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n Fo u n d a t i o n S u p p o r t D e s i g n 1'20' 160 55 55 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 11 OF BY Lub,top (ft)TL (L/x) Lub,bot (ft)LL (L/x) Cr Ci CM CT Dmax (in) CLtop Dcant (in) CLbot Left dn (in)Dmax (in) CF/Cvtop Right dn (in)Dcant (in) CF/Cvbot CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA Multi-Span Header / Beam Key Allowable StressPoint Loads Uniform Loads Deflection Data Results Load Combo Actual Stress Id Load Type P (lb) x (ft)wstart (plf) wstop (plf) xstart (ft) Header/Beam Loading Unbraced Lengths Span 1 (ft) NDS Factors Cantilever Data M+max (lb-ft)M+ fb+ (psi) F'b+ (psi) Left DTL Limit xstop (ft) DL Creep Factor Vmax (lb)V fv (psi) F'v (psi) M-max (lb-ft)M- fb- (psi) F'b- (psi) Total Length, L (ft)DLL Span 4 (ft) Material Type Member Size Dual Spec Material Type Dual Spec Member Size Span 2 (ft) Right DLL Limit Deflections DTL Span 3 (ft) Scarf Cut Data DTL DLL He a d e r / B e a m S u p p o r t De s i g n Max/Min Reaction R1 (lb) Load Combo Max/Min Reaction R2 (lb) Load Combo Max/Min Reaction R3 (lb) Trimmer or Post Height Trimmer or Post Height Trimmer or Post Height Support Material Type Support Material Type Support Material Type Trimmer or Post Height Trimmer or Post Height King Stud Height King Stud Height King Stud Height King Stud Height King Stud Height Load Combo Max/Min Reaction R4 (lb) Load Combo Max/Min Reaction R5 (lb) Load Combo Bearing Length (in)/Hanger Bearing Length (in)/Hanger Bearing Length (in)/Hanger Bearing Length (in)/Hanger Bearing Length (in)/Hanger Support Material Type Support Material Type Trimmers / Hanger Trimmers / Hanger Trimmers / Hanger Trimmers / Hanger Trimmers / Hanger Support Condition Support Location Support Location Support Location Support Location Support Location King Studs King Studs King Studs King Studs King Studs Support Condition Support Condition Support Condition Support Condition Support Depth (in) Support Depth (in) Support Depth (in) Slab Thickness (in) Slab Thickness (in) Slab Thickness (in) Slab Thickness (in) Slab Thickness (in) Bearing Pressure (psf) Bearing Pressure (psf) Bearing Pressure (psf) Bearing Pressure (psf) Bearing Pressure (psf) Support Size Support Size Support Size Support Size Support Size Beam/Header Diagram Point Load at Support (lb) Point Load at Support (lb) Point Load at Support (lb) Point Load at Support (lb) Point Load at Support (lb) Uniform Load at Support (plf) Uniform Load at Support (plf) Uniform Load at Support (plf) Uniform Load at Support (plf) Uniform Load at Support (plf) Fo u n d a t i o n S u p p o r t D e s i g n Support Width (in) Support Width (in) Support Width (in) Support Width (in) Support Width (in) Support Depth (in) Support Depth (in) Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 12 OF BY D 110 110 0.000 5.250 240 S 50 50 0.000 5.250 360 Factors D 145 145 0.000 5.250 No L 320 320 0.000 5.250 1.000 No MC<=19% T<=100 -0.080 0.991 0.000 1.000 No -0.044 1.000 No 0.000 1.000 1520 1520 680 680 D 110 110 0.000 6.250 240 S 50 50 0.000 6.250 360 Factors D 153 153 0.000 6.250 No L 340 340 0.000 6.250 1.000 No MC<=19% T<=100 -0.081 0.985 0.000 1.000 No -0.045 1.000 No 0.000 1.000 1897 1897 835 835 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B1 1.000 1170 D + L 81 150 1011 No 0 D 0 918 Cantilever Data 1995 D + L 911 No Deflections 5.250 Scarf Cut Data L 5.250 D + L 5.5 5.5 Hem-Fir #2 Common Sizes 2-2x8 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 613 613 NOT REQ'D NOT REQ'D B2 6.250 Cantilever Data 2965 D + L 832 1.000 1442 D + L 78 150 921 No Deflections No 0 D 0 842 Scarf Cut Data L 6.250 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir #2 Common Sizes 2-2x10 Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 635 635 NOT REQ'D NOT REQ'D 5.25' 625 625 6.25' 652 652 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 13 OF BY D 275 275 0.000 2.250 240 S 331 331 0.000 2.250 360 Factors D 40 40 0.000 2.250 No L 40 40 0.000 2.250 1.000 No MC<=19% T<=100 -0.027 0.998 0.000 1.000 No -0.014 1.000 No 0.000 1.000 729 729 357 357 D 74 74 0.000 3.250 240 L 170 170 0.000 3.250 360 D 45 45 0.000 3.250 Factors L 270 270 0.000 3.250 No S 113 113 0.000 3.250 1.000 No MC<=19% T<=100 -0.026 0.996 0.000 1.000 No -0.020 1.000 No 0.000 1.000 913 913 198 198 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B3 1.000 540 D + S 77 173 1463 No 0 D 0 1148 Cantilever Data 410 D + S 803 No Deflections 2.250 Scarf Cut Data S 2.250 D + S 5.5 5.5 Hem-Fir #2 Common Sizes 2-2x4 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + S D + S D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 669 669 NOT REQ'D NOT REQ'D B4 3.250 Cantilever Data 742 D + L 589 1.000 656 D + L 60 150 1100 No Deflections No 0 D 0 994 Scarf Cut Data L 3.250 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir #2 Common Sizes 2-2x6 Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 613 613 NOT REQ'D NOT REQ'D 2.25' 686 686 3.25' 671 671 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 14 OF BY D 357 2.625 291 291 0.000 16.250 1.000 240 L 951 2.625 441 441 0.000 16.250 360 S 53 53 0.000 16.250 Factors No 1.000 No MC<=19% T<=100 -0.670 0.999 0.000 1.000 No -0.402 1.000 No 0.000 1.000 7166 6281 2786 2544 D 265 265 0.000 2.750 240 L 688 688 0.000 2.750 360 Factors No 1.000 No MC<=19% T<=100 -0.023 0.997 0.000 1.000 No -0.016 1.000 No 0.000 1.000 1315 1315 369 369 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B5 1.000 6326 D + L 137 265 2397 No 0 D 0 1665 Cantilever Data 26403 D + L 2035 No Deflections 16.250 Scarf Cut Data L 16.250 D + L 5.5 5.5 Glu-Lam (24F-1.8E) 5 1/8 x 13 1/2 GLB Select Material 10 10 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (2) 2x6 POSTS (2) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 9 9 864 864 USE 30" SQ. FTG USE 30" SQ. FTG B6 2.750 Cantilever Data 904 D + L 717 1.000 876 D + L 80 150 1101 No Deflections No 0 D 0 994 Scarf Cut Data L 2.750 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir #2 Common Sizes 2-2x6 Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 1001 1001 NOT REQ'D NOT REQ'D 2.75' 952 952 16.25' 1307 784 784 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 15 OF BY D 185 185 0.000 6.000 1.000 240 L 493 493 0.000 6.000 360 D 120 120 6.000 9.250 Factors L 320 320 6.000 9.250 No 1.000 No MC<=19% T<=100 -0.298 0.997 0.000 1.000 No -0.215 1.000 No 0.000 1.000 3024 2524 847 710 D 184 184 0.000 11.750 1.000 240 L 490 490 0.000 11.750 360 Factors No 1.000 No MC<=19% T<=100 -0.361 0.997 0.000 1.000 No -0.259 1.000 No 0.000 1.000 4007 4007 1129 1129 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B7 1.000 2519 D + L 134 265 2394 No 0 D 0 1665 Cantilever Data 6693 D + L 1904 No Deflections 9.250 Scarf Cut Data L 9.250 D + L 5.5 3.5 Glu-Lam (24F-1.8E) 3 1/8 x 9 GLB Select Material 9 9 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 POSTS (2) 2x4 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 669 173 NOT REQ'D NOT REQ'D B8 11.750 Cantilever Data 11772 D + L 1884 1.000 3325 D + L 133 265 2392 No Deflections No 0 D 0 1665 Scarf Cut Data L 11.750 D + L 3.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Glu-Lam (24F-1.8E) 3 1/8 x 12 GLB Select Material 9 9 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (3) 2x4 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 9 18 737 236 USE 24" SQ. FTG NOT REQ'D 9.25' 677 677 440 440 11.75' 674 674 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 16 OF BY D 13 13 0.000 9.000 1.000 240 L 80 80 0.000 9.000 360 S 33 33 0.000 9.000 Factors Yes 1.150 No MC<=19% T<=100 -0.115 0.991 0.000 1.000 No -0.097 1.000 No 0.000 1.000 452 452 70 70 D 296 0.000 70 70 0.000 6.250 1.000 240 L 360 360 0.000 6.250 360 S 463 0.000 149 149 0.000 6.250 Factors No 1.000 No MC<=19% T<=100 -0.043 0.999 0.000 1.000 No -0.035 1.000 No 0.000 1.000 2073 1431 536 240 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES DJ1 1.000 358 D + L 39 150 1065 No 0 D 0 968 Cantilever Data 968 D + L 543 No Deflections 9.000 Scarf Cut Data 0.75(L + S)9.000 D + 0.75(L + S) 3.125 Hanger Hem-Fir #2 (2" to 4" wide) 2x10 Select Material He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D To Framing Below Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Hanger To Framing Below To Hanger D1 6.250 Cantilever Data 2133 D + L 513 1.000 1038 D + L 48 180 1079 No Deflections No 0 D 0 972 Scarf Cut Data 0.75(L + S)6.250 D + 0.75(L + S) 3.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D Doug-Fir #2 (2" to 4" wide) 4x10 Select Material 8 8 Doug-Fir #2 (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) 4x4 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 579 576 NOT REQ'D NOT REQ'D 9' 127 127 6.25' 759 579 579 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 17 OF BY D 53 53 0.000 3.250 L 140 140 0.000 3.250 313 313 85 85 D 15 15 0.000 19.000 L 40 40 0.000 19.000 D 85 7.000 15 15 0.000 6.000 L 228 7.000 40 40 0.000 6.000 998 690 272 188 PROJECT: GILMAN WALK- VERTICAL LA FG3 CLIENT: LGI HOMES 3.250 Cantilever Data Truss Type Total Length (ft) No 4x Floor 3.250No Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS Hem-Fir Stud (2" to 4" wide) D D Hanger 5.5 Fo u n d a t i o n S u p p o r t D e s i g n To Hanger Conventional 9 Edge (0) 2x6 POSTS 14 1500 18 240 To Hanger NO FTG REQ'D 19.000 FG4 No 4x Floor 19.000No Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D 5.125 3.125 To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below To Framing BelowFo u n d a t i o n S u p p o r t D e s i g n 3.25' 192 192 19' 313 110 110 55 55 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 18 OF BY D 410 19.000 S 550 19.000 D 15 15 0.000 19.000 L 40 40 0.000 19.000 413 1397 13 618 D 418 0.000 S 563 0.000 D 15 15 0.000 21.000 L 40 40 0.000 21.000 1377 528 604 101 PROJECT: GILMAN WALK- VERTICAL LA REF2 CLIENT: LGI HOMES 17.000 2.000 Cantilever Data Truss Type Total Length (ft) No 4x Floor 19.000Yes Gi r d e r S u p p o r t De s i g n D + L D + 0.75(L + S) USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D + S D 3.125 5.125 Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below 1.000 REF3 Yes 4x Floor 21.000No 20.000 Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n D + 0.75(L + S) D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D + S 5.125 5.125 To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below To Framing BelowFo u n d a t i o n S u p p o r t D e s i g n 17'2' 960 55 55 1'20' 980 55 55 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 19 OF BY D 418 418 0.000 6.250 240 S 563 563 0.000 6.250 360 Factors D 190 190 0.000 6.250 No L 440 440 0.000 6.250 1.000 No MC<=19% T<=100 -0.137 0.976 0.000 1.000 No -0.076 1.000 No 0.000 1.000 4267 4267 1919 1919 D 628 628 0.000 5.250 240 L 425 425 0.000 5.250 360 S 615 615 0.000 5.250 Factors No 1.000 No MC<=19% T<=100 -0.065 0.991 0.000 1.000 No -0.036 1.000 No 0.000 1.000 3714 3714 1667 1667 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B9 1.000 3243 D + 0.75(L + S) 173 305 2695 No 0 D 0 1665 Cantilever Data 6668 D + 0.75(L + S) 1897 No Deflections 6.250 Scarf Cut Data 0.75(L + S)6.250 D + 0.75(L + S) 5.5 5.5 Glu-Lam (24F-1.8E) 3 1/8 x 9 GLB Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 20 20 18 18 1439 1439 NOT REQ'D NOT REQ'D B10 5.250 Cantilever Data 4875 D + 0.75(L + S) 1172 1.000 2653 D + 0.75(L + S) 123 207 1231 No Deflections No 0 D 0 972 Scarf Cut Data 0.75(L + S)5.250 D + 0.75(L + S) 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D Doug-Fir #2 (2" to 4" wide) 4x10 Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 20 20 18 18 1747 1747 NOT REQ'D NOT REQ'D 6.25' 1610 1610 5.25' 1667 1667 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 20 OF BY D 200 200 0.000 3.500 240 L 533 533 0.000 3.500 360 Factors No 1.000 No MC<=19% T<=100 -0.014 0.996 0.000 1.000 No -0.010 1.000 No 0.000 1.000 1292 1292 359 359 D 315 315 0.000 2.750 240 L 840 840 0.000 2.750 360 Factors No 1.000 No MC<=19% T<=100 -0.028 0.997 0.000 1.000 No -0.020 1.000 No 0.000 1.000 1592 1592 437 437 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B11 1.000 846 D + L 50 180 1166 No 0 D 0 1053 Cantilever Data 1131 D + L 443 No Deflections 3.500 Scarf Cut Data L 3.500 D + L 3.5 3.5 Doug-Fir #2 (2" to 4" wide) 4x8 Select Material 9 9 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x4 POSTS (1) 2x4 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 796 796 NOT REQ'D NOT REQ'D B12 2.750 Cantilever Data 1095 D + L 869 1.000 1062 D + L 97 150 1101 No Deflections No 0 D 0 994 Scarf Cut Data L 2.750 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir #2 Common Sizes 2-2x6 Select Material 9 9 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 1218 1218 NOT REQ'D NOT REQ'D 3.5' 733 733 2.75' 1155 1155 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 21 OF BY D 175 175 0.000 4.250 240 L 467 467 0.000 4.250 360 D 188 4.250 135 135 4.250 8.000 Factors L 502 4.250 360 360 4.250 8.000 No 1.000 No MC<=19% T<=100 -0.194 0.974 0.000 1.000 No -0.140 1.000 No 0.000 1.000 2787 2537 777 709 D 777 2.250 30 30 0.000 2.750 240 L 2009 2.250 80 80 0.000 2.750 360 Factors No 1.000 No MC<=19% T<=100 -0.010 0.995 0.000 1.000 No -0.007 1.000 No 0.000 1.000 663 2436 188 683 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B13 1.000 2306 D + L 123 265 2338 No 0 D 0 1665 Cantilever Data 5990 D + L 1704 No Deflections 8.000 Scarf Cut Data L 8.000 D + L 5.5 5.5 Glu-Lam (24F-1.8E) 3 1/8 x 9 GLB Select Material 9 9 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below Conventional Edge 1500 14 18 240 To Framing Below NOT REQ'D B14 2.750 Cantilever Data 1204 D + L 550 1.000 1974 D + L 136 150 1015 No Deflections No 0 D 0 918 Scarf Cut Data L 2.750 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir #2 Common Sizes 2-2x8 Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 173 173 NOT REQ'D NOT REQ'D 8' 690 642 642 495 495 2.75' 2787 110 110 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 22 OF BY D 614 614 0.000 8.250 240 L 441 441 0.000 8.250 360 S 591 591 0.000 8.250 Factors No 1.000 No MC<=19% T<=100 -0.268 0.956 0.000 1.000 No -0.149 1.000 No 0.000 1.000 5755 5755 2562 2562 D 143 143 0.000 3.250 240 L 380 380 0.000 3.250 360 D 30 30 0.000 3.250 Factors L 180 180 0.000 3.250 No S 75 75 0.000 3.250 1.000 No MC<=19% T<=100 -0.034 0.996 0.000 1.000 No -0.026 1.000 No 0.000 1.000 1194 1194 284 284 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B15 1.000 4534 D + 0.75(L + S) 207 305 2638 No 0 D 0 1665 Cantilever Data 11869 D + 0.75(L + S) 2480 No Deflections 8.250 Scarf Cut Data 0.75(L + S)8.250 D + 0.75(L + S) 5.5 5.5 Glu-Lam (24F-1.8E) 3 1/8 x 10 1/2 GLB Select Material 9 9 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D 10 10 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (2) 2x6 TRIMMERS (2) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 9 9 838 838 USE 30" SQ. FTG USE 30" SQ. FTG B16 3.250 Cantilever Data 971 D + L 770 1.000 858 D + L 78 150 1100 No Deflections No 0 D 0 994 Scarf Cut Data L 3.250 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Hem-Fir #2 Common Sizes 2-2x6 Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 1284 1284 NOT REQ'D NOT REQ'D 8.25' 1645 1645 3.25' 808 808 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 23 OF BY D 53 53 0.000 2.250 240 L 140 140 0.000 2.250 360 D 30 30 0.000 2.250 Factors L 180 180 0.000 2.250 No S 75 75 0.000 2.250 1.000 No MC<=19% T<=100 -0.017 0.998 0.000 1.000 No -0.013 1.000 No 0.000 1.000 454 454 94 94 240 360 Factors No No MC<=19% T<=100 No No PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B17 1.000 337 D + L 48 150 1273 No 0 D 0 1148 Cantilever Data 256 D + L 501 No Deflections 2.250 Scarf Cut Data L 2.250 D + L 5.5 5.5 Hem-Fir #2 Common Sizes 2-2x4 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 544 544 NOT REQ'D NOT REQ'D Cantilever Data 1.000 No Deflections No Scarf Cut Data He a d e r / B e a m S u p p o r t De s i g n Fo u n d a t i o n S u p p o r t D e s i g n 2.25' 478 478 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 24 OF BY D 13 13 0.000 6.000 240 L 80 80 0.000 6.000 360 S 33 33 0.000 6.000 Factors Yes 1.150 No MC<=19% T<=100 -0.023 0.845 0.000 1.000 No -0.019 1.000 No 0.000 1.000 301 301 47 47 D 272 0.000 47 47 0.000 8.000 1.000 240 L 240 240 0.000 8.000 360 S 424 0.000 99 99 0.000 8.000 Factors D 272 8.000 No S 424 8.000 1.000 No MC<=19% T<=100 -0.077 0.999 0.000 1.000 No -0.063 1.000 No 0.000 1.000 1822 1822 487 487 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES DJ2 1.000 215 D + L 23 150 908 No 0 D 0 968 Cantilever Data 430 D + L 241 No Deflections 6.000 Scarf Cut Data 0.75(L + S)6.000 D + 0.75(L + S) 3.125 Hanger Hem-Fir #2 (2" to 4" wide) 2x10 Select Material He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D To Framing Below Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Hanger To Framing Below To Hanger D2 8.000 Cantilever Data 2351 D + L 565 1.000 955 D + L 44 180 1079 No Deflections No 0 D 0 972 Scarf Cut Data 0.75(L + S)8.000 D + 0.75(L + S) 3.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D Doug-Fir #2 (2" to 4" wide) 4x10 Select Material 9 9 Doug-Fir #2 (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) 4x4 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 386 428 NOT REQ'D NOT REQ'D 6' 127 127 8' 696696 386 386 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 25 OF BY D 143 143 0.000 12.000 L 380 380 0.000 12.000 3135 3135 855 855 D 15 15 0.000 22.000 L 40 40 0.000 22.000 D 855 4.000 101 101 0.000 4.000 L 2280 4.000 270 270 0.000 4.000 D 15 15 5.000 22.000 L 40 40 5.000 22.000 4881 1884 1331 514 PROJECT: GILMAN WALK- VERTICAL LA FG5 CLIENT: LGI HOMES 12.000 Cantilever Data Truss Type Total Length (ft) No 4x Floor 12.000No Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D Hanger Hanger Fo u n d a t i o n S u p p o r t D e s i g n To Hanger To Hanger To Hanger To Hanger 22.000 FG6 No 4x Floor 22.000No Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D 5.5 5.5 9 9 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) Edge (2) 2x6 POSTS (1) 2x6 POSTS Conventional To Framing Below 1500 1541 USE 30" SQ. FTG To Framing BelowFo u n d a t i o n S u p p o r t D e s i g n 18 14 12' 522 522 22' 3135 426 426 5555 110 110 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 26 OF BY D 15 15 0.000 22.000 L 40 40 0.000 22.000 D 855 4.000 15 15 5.000 22.000 L 2280 4.000 40 40 5.000 22.000 D 638 9.250 L 1650 9.250 S -9 9.250 4857 2711 1328 741 PROJECT: GILMAN WALK- VERTICAL LA FG7 CLIENT: LGI HOMES 22.000 Cantilever Data Truss Type Total Length (ft) No 4x Floor 22.000No Gi r d e r S u p p o r t De s i g n D + L D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) D + S D + S 5.5 5.5 Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below 9 9 (2) 2x6 POSTS (1) 2x6 POSTS To Framing Below To Framing Below No 2x RoofNo Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n Fo u n d a t i o n S u p p o r t D e s i g n 22' 3135 2279 55 55 110 110 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 27 OF BY D 110 0.000 S 50 0.000 D 15 15 0.000 7.250 L 40 40 0.000 7.250 429 82 227 -27 PROJECT: GILMAN WALK- VERTICAL LA REF4 CLIENT: LGI HOMES 2.000 5.250 Cantilever Data Truss Type Total Length (ft) Yes 4x Floor 7.250No Gi r d e r S u p p o r t De s i g n D + 0.75(L + S) D + L USE PREFABRICATED 4x2 FLOOR GIRDER TRUSS D D + S 5.125 5.125 Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below To Framing Below No 2x RoofNo Cantilever Data Truss Type Total Length (ft) Gi r d e r S u p p o r t De s i g n Fo u n d a t i o n S u p p o r t D e s i g n 2' 5.25' 160 55 55 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 28 OF BY D 110 110 0.000 6.250 240 S 50 50 0.000 6.250 360 Factors D 514 2.333 190 190 0.000 6.250 No L 1370 2.333 440 440 0.000 6.250 1.000 D 30 30 0.000 6.250 No L 180 180 0.000 6.250 MC<=19% S 75 75 0.000 6.250 T<=100 -0.140 0.981 0.000 1.000 No -0.094 1.000 No 0.000 1.000 4169 3691 1372 1242 D 110 110 0.000 5.250 240 S 50 50 0.000 5.250 360 Factors D 745 2.000 190 190 0.000 5.250 No L 1966 2.000 440 440 0.000 5.250 1.000 S -4 2.000 No MC<=19% T<=100 -0.130 0.988 0.000 1.000 No -0.086 1.000 No 0.000 1.000 3634 2989 1262 1085 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B18 1.000 3451 D + L 184 265 2353 No 0 D 0 1665 Cantilever Data 7125 D + L 2027 No Deflections 6.250 Scarf Cut Data L 6.250 D + L 5.5 5.5 Glu-Lam (24F-1.8E) 3 1/8 x 9 GLB Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 969 969 USE 30" SQ. FTG NOT REQ'D B19 5.250 Cantilever Data 5778 D + L 2367 1.000 3168 D + L 203 265 2370 No Deflections No 0 D 0 1665 Scarf Cut Data L 5.250 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Glu-Lam (24F-1.8E) 3 1/8 x 7 1/2 GLB Select Material 8 8 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 748 748 NOT REQ'D NOT REQ'D 6.25' 1884 1075 1075 5.25' 2707 790 790 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 29 OF BY D 40 40 0.000 3.250 240 L 80 80 0.000 3.250 360 Factors No 1.000 No MC<=19% T<=100 -0.022 0.998 0.000 1.000 No -0.014 1.000 No 0.000 1.000 198 198 68 68 D 275 275 0.000 8.500 240 S 325 325 0.000 8.500 360 Factors D 30 30 0.000 8.500 No L 40 40 0.000 8.500 1.000 D 15 15 0.000 8.500 No S 25 25 0.000 8.500 MC<=19% T<=100 -0.401 0.975 0.000 1.000 No -0.208 1.000 No 0.000 1.000 2869 2869 1382 1382 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B20 1.000 163 D + L 23 150 1272 No 0 D 0 1148 Cantilever Data 161 D + L 315 No Deflections 3.250 Scarf Cut Data L 3.250 D + L 5.5 5.5 Hem-Fir #2 Common Sizes 2-2x4 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 200 200 NOT REQ'D NOT REQ'D B21 8.500 Cantilever Data 6097 D + S 2497 1.000 2447 D + S 157 305 2690 No Deflections No 0 D 0 1665 Scarf Cut Data S 8.500 D + S Hanger Hanger He a d e r / B e a m S u p p o r t De s i g n D + S D + S D D Glu-Lam (24F-1.8E) 3 1/8 x 7 1/2 GLB Select Material Fo u n d a t i o n S u p p o r t D e s i g n To Hanger To Hanger To Hanger To Hanger 3.25' 120 120 8.5' 710 710 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 30 OF BY D 1382 7.500 165 165 0.000 7.500 1.000 240 L 170 7.500 440 440 0.000 7.500 360 S 1488 7.500 Factors No D 85 85 7.500 8.500 1.000 S 142 142 7.500 8.500 No MC<=19% T<=100 -0.117 0.999 0.050 0.998 No -0.085 1.000 No 0.036 1.000 2288 4719 629 2125 D 1382 5.500 210 210 0.000 5.500 1.000 240 L 170 5.500 560 560 0.000 5.500 360 S 1488 5.500 Factors No D 85 85 5.500 7.500 1.000 S 142 142 5.500 7.500 No MC<=19% T<=100 -0.086 0.999 0.096 0.997 No -0.065 1.000 No 0.075 1.000 2099 4838 508 2188 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B22 1.000 1842 D + L 85 180 1079 No 120 -117 D + S 28 1240 Cantilever Data 4279 D + L 1029 1.000 Yes 180 Deflections 7.500 Scarf Cut Data D + L L 8.500L D + L Hanger 5.5 Doug-Fir #2 (2" to 4" wide) 4x10 Select Material 9 He a d e r / B e a m S u p p o r t De s i g n D + L D + 0.75(L + S) D + S D Hem-Fir Stud (2" to 4" wide) (2) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Hanger Conventional Edge 1500 14 18 703 To Hanger NOT REQ'D B23 5.500 Cantilever Data 2842 D + L 1112 1.000 1697 D + L 100 180 1169 2.000 Yes 180 Deflections No 120 -465 D + S 182 1341 Scarf Cut Data D + L L 7.500L D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + 0.75(L + S) D + S D Doug-Fir #2 (2" to 4" wide) 4x8 Select Material 9 9 Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 POSTS (2) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below Conventional Edge 1500 14 18 703 To Framing Below NOT REQ'D 5.5' 2' 3039 770 770 227 227 7.5' 1' 3039 605 605 227227 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 31 OF BY D 227 227 0.000 2.250 240 L 200 200 0.000 2.250 360 S 69 69 0.000 2.250 Factors No 1.000 No MC<=19% T<=100 -0.018 0.998 0.000 1.000 No -0.008 1.000 No 0.000 1.000 485 485 258 258 D 254 254 0.000 16.250 1.000 240 L 650 650 0.000 16.250 360 Factors No 1.000 No MC<=19% T<=100 -0.557 0.998 0.000 1.000 No -0.393 1.000 No 0.000 1.000 7480 7480 2199 2199 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B24 1.000 357 D + L 51 150 1273 No 0 D 0 1148 Cantilever Data 271 D + L 532 No Deflections 2.250 Scarf Cut Data 0.75(L + S)2.250 D + 0.75(L + S) 5.5 5.5 Hem-Fir #2 Common Sizes 2-2x4 Select Material 8 8 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D 9 9 (1) 2x6 KS (1) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 TRIMMERS (1) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 586 586 NOT REQ'D NOT REQ'D B25 16.250 Cantilever Data 30389 D + L 1897 1.000 6330 D + L 124 265 2396 No Deflections No 0 D 0 1665 Scarf Cut Data L 16.250 D + L 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D D Glu-Lam (24F-1.8E) 5 1/8 x 15 GLB Select Material 9 9 10 10 (2) 2x6 KS (2) 2x6 KS Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (2) 2x6 TRIMMERS (2) 2x6 TRIMMERS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 9 9 1004 1004 USE 36" SQ. FTG USE 36" SQ. FTG 2.25' 496 496 16.25' 904 904 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 32 OF BY D 236 236 0.000 4.000 1.000 240 S 259 259 0.000 4.000 360 Factors D 15 15 0.000 6.500 No L 40 40 0.000 6.500 1.000 D 15 15 4.000 6.500 No L 40 40 4.000 6.500 MC<=19% T<=100 -0.082 0.999 0.000 1.000 No -0.040 1.000 No 0.000 1.000 1444 784 727 387 D 110 110 0.000 18.750 240 S 50 50 0.000 18.750 360 Factors D 727 18.750 64 64 0.000 18.750 No L 149 18.750 130 130 0.000 18.750 1.000 S 717 18.750 No MC<=19% T<=100 -0.476 0.963 0.000 1.000 No -0.198 1.000 No 0.000 1.000 3037 4414 1772 2499 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES B26 1.000 1146 D + S 68 207 1344 No 0 D 0 1053 Cantilever Data 2024 D + S 792 No Deflections 6.500 Scarf Cut Data S 6.500 D + S 5.5 5.5 Doug-Fir #2 (2" to 4" wide) 4x8 Select Material 9 9 He a d e r / B e a m S u p p o r t De s i g n D + S D + 0.75(L + S) D D Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (1) 2x6 POSTS (1) 2x6 POSTS Fo u n d a t i o n S u p p o r t D e s i g n To Framing Below Conventional Edge 1500 14 18 503 To Framing Below NOT REQ'D B27 18.750 Cantilever Data 14018 D + L 1081 1.000 2632 D + L 57 265 2312 No Deflections No 0 D 0 1665 Scarf Cut Data 0.75(L + S)18.750 D + 0.75(L + S) 5.5 3.5 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D Glu-Lam (24F-1.8E) 5 1/8 x 13 1/2 GLB Select Material 9 9 Hem-Fir Stud (2" to 4" wide) Doug-Fir #2 (2" to 4" wide) (1) 2x6 POSTS 4x4 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Isolated Footing Edge 1500 1500 14 18 568 NOT REQ'D 24" DIA. x 8" DEEP NO REBAR 6.5' 550 550 110 110 18.75' 1593 354 354 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 33 OF BY D 15 15 0.000 22.000 240 L 40 40 0.000 22.000 360 D 855 4.000 15 15 5.000 22.000 Factors L 2280 4.000 40 40 5.000 22.000 No 1.000 D 638 9.250 No L 1650 9.250 MC<=19% S -9 9.250 T<=100 -0.814 0.942 0.000 1.000 No -0.566 1.000 No 0.000 1.000 5040 2894 1511 925 240 360 Factors No No MC<=19% T<=100 No No Fo u n d a t i o n S u p p o r t D e s i g n He a d e r / B e a m S u p p o r t De s i g n Scarf Cut Data No Deflections No Cantilever Data 1.000 To Framing Below To Framing BelowFo u n d a t i o n S u p p o r t D e s i g n To Framing Below To Framing Below Hem-Fir Stud (2" to 4" wide) Hem-Fir Stud (2" to 4" wide) (2) 2x6 POSTS (1) 2x6 POSTS 9 9 5.5 5.5 He a d e r / B e a m S u p p o r t De s i g n D + L D + L D + S D + S Glu-Lam (24F-1.8E) 5 1/8 x 15 GLB Select Material Scarf Cut Data L 22.000 D + L No Deflections 2262 No 0 D 0 1665 22.000 Cantilever Data 26172 D + L 1634 B28 1.000 4949 D + L 97 265 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES 22' 3135 2279 55 55 110 110 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 34 OF BY D 13 13 0.000 6.000 1.000 240 L 80 80 0.000 6.000 360 S 33 33 0.000 6.000 Factors Yes 1.150 No MC<=19% T<=100 -0.023 0.991 0.000 1.000 No -0.019 1.000 No 0.000 1.000 301 301 47 47 D 310 10.500 47 47 0.000 10.500 1.000 240 L 240 240 0.000 10.500 360 S 494 10.500 99 99 0.000 10.500 Factors No 1.000 No MC<=19% T<=100 -0.228 0.999 0.000 1.000 No -0.188 1.000 No 0.000 1.000 1618 2298 283 593 PROJECT: GILMAN WALK- VERTICAL LA CLIENT: LGI HOMES DJ3 1.000 215 D + L 23 150 1065 No 0 D 0 968 Cantilever Data 430 D + L 241 No Deflections 6.000 Scarf Cut Data 0.75(L + S)6.000 D + 0.75(L + S) Hanger 3.125 Hem-Fir #2 (2" to 4" wide) 2x10 Select Material He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D To Framing Below Fo u n d a t i o n S u p p o r t D e s i g n To Hanger To Framing Below To Hanger To Framing Below D3 10.500 Cantilever Data 4050 D + L 974 1.000 1316 D + L 61 180 1079 No Deflections No 0 D 0 972 Scarf Cut Data 0.75(L + S)10.500 D + 0.75(L + S) 5.5 3.5 He a d e r / B e a m S u p p o r t De s i g n D + 0.75(L + S) D + 0.75(L + S) D D Doug-Fir #2 (2" to 4" wide) 4x10 Select Material 9 9 Hem-Fir Stud (2" to 4" wide) Doug-Fir #2 (2" to 4" wide) (1) 2x6 POSTS 4x4 POSTS Fo u n d a t i o n S u p p o r t D e s i g n Conventional Conventional Edge Edge 1500 1500 14 14 18 18 200 386 NOT REQ'D NOT REQ'D 6' 127 127 10.5' 803 386 386 Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 35 OF BY Total Conn A35 Total ASCE LOAD COMBINATIONS CD Load (plf) Cap (plf) Cap (plf) Cap (plf) D 45 D 0.90 45 310 0 310 L 270 D + L 1.00 315 344 0 344 Lr D + Lr 1.25 45 431 0 431 S 113 D + S 1.15 158 396 0 396 R D + R 1.25 45 431 0 431 0.6W D + 0.75L + 0.75Lr 1.25 248 431 0 431 E D + 0.75L + 0.75S 1.15 332 396 0 396 D + 0.75L + 0.75R 1.25 248 431 0 431 2x10 D + 0.6W 1.60 45 551 0 551 SPF/HF D + 0.7E 1.60 45 551 0 551 4 D + 0.75(0.6W) + 0.75L + 0.75Lr 1.60 248 551 0 551 .131 x 3" D + 0.75(0.6W) + 0.75L + 0.75S 1.60 332 551 0 551 Normal D + 0.75(0.6W) + 0.75L + 0.75R 1.60 248 551 0 551 2 D + 0.75(0.7E) + 0.75L + 0.75Lr 1.60 248 551 0 551 24 in. D + 0.75(0.7E) + 0.75L + 0.75S 1.60 332 551 0 551 D + 0.75(0.7E) + 0.75L + 0.75R 1.60 248 551 0 551 in. Total Conn A35 Total ASCE LOAD COMBINATIONS CD Load (plf) Cap (plf) Cap (plf) Cap (plf) D 30 D 0.90 30 194 0 194 L 180 D + L 1.00 210 215 0 215 Lr D + Lr 1.25 30 269 0 269 S 75 D + S 1.15 105 248 0 248 R D + R 1.25 30 269 0 269 0.6W D + 0.75L + 0.75Lr 1.25 165 269 0 269 E D + 0.75L + 0.75S 1.15 221 248 0 248 D + 0.75L + 0.75R 1.25 165 269 0 269 2x10 D + 0.6W 1.60 30 344 0 344 SPF/HF D + 0.7E 1.60 30 344 0 344 5 D + 0.75(0.6W) + 0.75L + 0.75Lr 1.60 165 344 0 344 .131 x 3" D + 0.75(0.6W) + 0.75L + 0.75S 1.60 221 344 0 344 Normal D + 0.75(0.6W) + 0.75L + 0.75R 1.60 165 344 0 344 1 D + 0.75(0.7E) + 0.75L + 0.75Lr 1.60 165 344 0 344 24 in. D + 0.75(0.7E) + 0.75L + 0.75S 1.60 221 344 0 344 D + 0.75(0.7E) + 0.75L + 0.75R 1.60 165 344 0 344 in. Total Conn A35 Total ASCE LOAD COMBINATIONS CD Load (plf) Cap (plf) Cap (plf) Cap (plf) D D 0.90 0 0 0 0 L D + L 1.00 0 0 0 0 Lr D + Lr 1.25 0 0 0 0 S D + S 1.15 0 0 0 0 R D + R 1.25 0 0 0 0 0.6W D + 0.75L + 0.75Lr 1.25 0 0 0 0 E D + 0.75L + 0.75S 1.15 0 0 0 0 D + 0.75L + 0.75R 1.25 0 0 0 0 D + 0.6W 1.60 0 0 0 0 D + 0.7E 1.60 0 0 0 0 D + 0.75(0.6W) + 0.75L + 0.75Lr 1.60 0 0 0 0 D + 0.75(0.6W) + 0.75L + 0.75S 1.60 0 0 0 0 D + 0.75(0.6W) + 0.75L + 0.75R 1.60 0 0 0 0 D + 0.75(0.7E) + 0.75L + 0.75Lr 1.60 0 0 0 0 in. D + 0.75(0.7E) + 0.75L + 0.75S 1.60 0 0 0 0 D + 0.75(0.7E) + 0.75L + 0.75R 1.60 0 0 0 0 in. LA L1 Load Type w (plf) Conn Placement: Ledger Size: Ledger Material: No. of Connectors: Type of Connector: CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL Conn Placement: No. of cols/Conn Spacing of Connector: No. of A35: Spacing of A35: L2 Load Type w (plf) Ledger Size: Ledger Material: No. of Connectors: Type of Connector: Type of Connector: No. of cols/Conn Spacing of Connector: No. of A35: Spacing of A35: Load Type w (plf) Ledger Size: Ledger Material: No. of Connectors: Conn Placement: No. of cols/Conn Spacing of Connector: No. of A35: Spacing of A35: Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 36 OF BY S1 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE:15.00 8.08 2.00 10.00 1.00 25.00 2.00 4.25 FLOOR TYPE:15.00 9.00 17.00 40.00 10.00 TARGET WALL 8.50 17.48 9.00 SPECIES TITLE 11.05 10.00 SCANT CFB b (IN) 5.00 FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 5.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 220.83 " o.c. 1.00 108.45 " o.c. 1.25 276.57 " o.c. 1.15 223.09 " o.c. 1.25 276.57 " o.c. 1.25 145.56 " o.c. 1.15 129.14 " o.c. 1.25 145.56 " o.c. 1.60 75.24 " o.c. 1.60 125.28 " o.c. 1.60 71.40 " o.c. 1.60 69.00 " o.c. 1.60 71.40 " o.c. 1.60 99.12 " o.c. 1.60 94.80 " o.c. 1.60 99.12 " o.c. 1.60 60.67 " o.c.GOVERNS 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE SIMPLE 0.6*WUPLIFT MAIN SPAN LR WEIGHT (PSF) OVERHANG S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) SIMPLE MAIN SPAN L WEIGHT (PSF) TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x6 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.00 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.00 5.50 D + 0.7E STOP (FT)800 1.15 8.250 WALL WIDTH (IN) START (FT)440000 0.80 7.563 1200000 20.797 ASCE7 LOAD COMBINATIONS C & C LOADING BENDING (NDS Section 3.3) Le = 9.00ft - (3.00in + 1.50in)(1ft/12in) = 8.63ft M = 325.09#-ft F'b = Fb(Cd)(Cr)(Cfb) = 675(1.60)(1.15)(1.00) = 1242.00psi fb = (12in/1ft)(325.09#-ft)/7.56in^3 = 515.84psi DEFLECTION (NDS Section 3.5.1) DELTA = 0.00in BENDING AND DEFLECTION CAPACITY CHECK 515.84psi/1242.00psi = 0.415 < 1.000 O.K. 0.00in < 0.58in O.K. THEREFORE, USE 2x6 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 37 OF BY S2 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE:15.00 8.08 24.00 10.00 1.00 25.00 13.00 10.98 FLOOR TYPE:15.00 9.00 2.00 40.00 10.00 TARGET WALL 1.00 17.48 9.00 SPECIES TITLE 9.04 10.00 SCANT CFB b (IN) 5.00 FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 5.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 186.33 " o.c. 1.00 179.89 " o.c. 1.25 233.35 " o.c. 1.15 112.53 " o.c. 1.25 233.35 " o.c. 1.25 214.21 " o.c. 1.15 121.99 " o.c. 1.25 214.21 " o.c. 1.60 95.28 " o.c. 1.60 115.68 " o.c. 1.60 108.00 " o.c. 1.60 81.24 " o.c. 1.60 108.00 " o.c. 1.60 126.12 " o.c. 1.60 91.20 " o.c. 1.60 126.12 " o.c. 1.60 60.67 " o.c.GOVERNS 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE SIMPLE 0.6*WUPLIFT MAIN SPAN LR WEIGHT (PSF) OVERHANG S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) SIMPLE MAIN SPAN L WEIGHT (PSF) TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x6 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.00 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.00 5.50 D + 0.7E STOP (FT)800 1.15 8.250 WALL WIDTH (IN) START (FT)440000 0.80 7.563 1200000 20.797 ASCE7 LOAD COMBINATIONS C & C LOADING BENDING (NDS Section 3.3) Le = 9.00ft - (3.00in + 1.50in)(1ft/12in) = 8.63ft M = 325.09#-ft F'b = Fb(Cd)(Cr)(Cfb) = 675(1.60)(1.15)(1.00) = 1242.00psi fb = (12in/1ft)(325.09#-ft)/7.56in^3 = 515.84psi DEFLECTION (NDS Section 3.5.1) DELTA = 0.00in BENDING AND DEFLECTION CAPACITY CHECK 515.84psi/1242.00psi = 0.415 < 1.000 O.K. 0.00in < 0.58in O.K. THEREFORE, USE 2x6 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 38 OF BY S3 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE:15.00 8.08 2.00 10.00 2.00 25.00 2.50 10.98 FLOOR TYPE:15.00 9.00 2.00 40.00 10.00 2.00 TARGET WALL 2.50 17.48 9.00 SPECIES TITLE 9.04 10.00 SCANT CFB b (IN) 5.00 FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 3.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 141.09 " o.c. 1.00 97.21 " o.c. 1.25 153.48 " o.c. 1.15 115.00 " o.c. 1.25 153.48 " o.c. 1.25 111.74 " o.c. 1.15 93.84 " o.c. 1.25 111.74 " o.c. 1.60 39.84 " o.c. 1.60 55.68 " o.c. 1.60 42.24 " o.c. 1.60 39.24 " o.c. 1.60 42.24 " o.c. 1.60 54.48 " o.c. 1.60 49.68 " o.c. 1.60 54.48 " o.c. 1.60 27.03 " o.c.GOVERNS 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL CONTINUOUS D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE CONTINUOUS 0.6*WUPLIFT LONG SPAN LR WEIGHT (PSF) SHORT SPAN S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL CONTINUOUS D HEIGHT (FT) CONTINUOUS LONG SPAN L WEIGHT (PSF) SHORT SPAN TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x4 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.10 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.05 3.50 D + 0.7E STOP (FT)800 1.15 5.250 WALL WIDTH (IN) START (FT)440000 0.80 3.063 1200000 5.359 ASCE7 LOAD COMBINATIONS C & C LOADING BENDING (NDS Section 3.3) Le = 9.00ft - (3.00in + 1.50in)(1ft/12in) = 8.63ft M = 325.09#-ft F'b = Fb(Cd)(Cr)(Cfb) = 675(1.60)(1.15)(1.10) = 1366.20psi fb = (12in/1ft)(325.09#-ft)/3.06in^3 = 1273.81psi DEFLECTION (NDS Section 3.5.1) DELTA = 0.28in BENDING AND DEFLECTION CAPACITY CHECK 1273.81psi/1366.20psi = 0.932 < 1.000 O.K. 0.28in < 0.58in O.K. THEREFORE, USE 2x4 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 39 OF BY S4 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE:15.00 8.08 43.00 10.00 1.00 25.00 22.50 10.78 FLOOR TYPE:15.00 9.00 22.00 40.00 10.00 TARGET WALL 11.00 17.48 9.00 SPECIES TITLE 9.00 10.00 SCANT CFB b (IN) 5.00 FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 5.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 99.58 " o.c. 1.00 63.28 " o.c. 1.25 124.72 " o.c. 1.15 62.45 " o.c. 1.25 124.72 " o.c. 1.25 81.77 " o.c. 1.15 53.88 " o.c. 1.25 81.77 " o.c. 1.60 78.12 " o.c. 1.60 81.12 " o.c. 1.60 63.60 " o.c. 1.60 47.76 " o.c.GOVERNS 1.60 63.60 " o.c. 1.60 65.64 " o.c. 1.60 49.32 " o.c. 1.60 65.64 " o.c. 1.60 60.67 " o.c. 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE SIMPLE 0.6*WUPLIFT MAIN SPAN LR WEIGHT (PSF) OVERHANG S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) SIMPLE MAIN SPAN L WEIGHT (PSF) TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x6 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.00 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.00 5.50 D + 0.7E STOP (FT)800 1.15 8.250 WALL WIDTH (IN) START (FT)440000 0.80 7.563 1200000 20.797 ASCE7 LOAD COMBINATIONS AXIAL (NDS Section 3.7) Emin = 440000 Le/d = 17.25 <= 50 c = 0.80 Fce = 0.822Emin'/(Le/d)^2 = 0.822(440000psi)/17.25^2 = 1215.48psi F*c = Fc(Cd)(Cfc) = 800(1.60)(1.00) = 1280.00psi Fce/F*c = 1215.48psi/1280.00psi = 0.95 A1 = (1 + Fce/F*c)/2c = 1.95/1.60 = 1.22 A2 = (Fce/F*c)/c = 0.95/0.80 = 1.19 Cp = A1-[A1^2-A2]^0.5 = 1.22-[1.48-1.19]^0.5 = 0.67 F'c = F*c(Cp) = 1280.00psi(0.67) = 861.23psi P = 1198.26plf*2.00ft = 2396.53# fc = P/A = 2396.53#/8.25in^2 = 290.49psi BENDING (NDS Section 3.3) Le = 9.00ft - (3.00in + 1.50in)(1ft/12in) = 8.63ft M = 125.59#-ft F'b = Fb(Cd)(Cr)(Cfb) = 675(1.60)(1.15)(1.00) = 1242.00psi fb = (12in/1ft)(125.59#-ft)/7.56in^3 = 199.28psi INTERACTION EQUATION (NDS Section 3.9.2) (290.49psi/861.23psi)^2 + (1/(1-(290.49psi/1215.48psi)))(199.28psi/1242.00psi) = 0.32 = 0.325 < 1.000 O.K. THEREFORE, USE 2x6 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 40 OF BY S5 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE: FLOOR TYPE:15.00 9.00 20.00 40.00 10.00 8.00 TARGET WALL 19.60 9.00 SPECIES TITLE 10.00 SCANT CFB b (IN) FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 5.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 184.57 " o.c. 1.00 60.20 " o.c.GOVERNS 1.25 231.15 " o.c. 1.15 219.35 " o.c. 1.25 231.15 " o.c. 1.25 84.53 " o.c. 1.15 80.22 " o.c. 1.25 84.53 " o.c. 1.60 264.09 " o.c. 1.60 264.09 " o.c. 1.60 96.58 " o.c. 1.60 96.58 " o.c. 1.60 96.58 " o.c. 1.60 96.58 " o.c. 1.60 96.58 " o.c. 1.60 96.58 " o.c. 1.60 1200.00 " o.c. 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE 0.6*WUPLIFT LR WEIGHT (PSF) S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL CONTINUOUS D HEIGHT (FT) CANTILEVER LONG SPAN L WEIGHT (PSF) SHORT SPAN TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x6 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.00 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.00 5.50 D + 0.7E STOP (FT)800 1.15 8.250 WALL WIDTH (IN) START (FT)440000 0.80 7.563 1200000 20.797 ASCE7 LOAD COMBINATIONS AXIAL (NDS Section 3.7) Emin = 440000 Le/d = 17.25 <= 50 c = 0.80 Fce = 0.822Emin'/(Le/d)^2 = 0.822(440000psi)/17.25^2 = 1215.48psi F*c = Fc(Cd)(Cfc) = 800(1.00)(1.00) = 800.00psi Fce/F*c = 1215.48psi/800.00psi = 1.52 A1 = (1 + Fce/F*c)/2c = 2.52/1.60 = 1.57 A2 = (Fce/F*c)/c = 1.52/0.80 = 1.90 Cp = A1-[A1^2-A2]^0.5 = 1.57-[2.48-1.90]^0.5 = 0.81 F'c = F*c(Cp) = 800.00psi(0.81) = 650.33psi P = 1123.00plf*2.00ft = 2246.00# fc = P/A = 2246.00#/8.25in^2 = 272.24psi COMPRESSION CAPACITY CHECK 272.24psi < 650.33psi O.K. THEREFORE, USE 2x6 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 41 OF BY S6 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE: FLOOR TYPE:15.00 9.00 22.00 40.00 10.00 20.00 TARGET WALL 26.30 9.00 SPECIES TITLE 10.00 SCANT CFB b (IN) FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 5.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 142.37 " o.c. 1.00 45.33 " o.c.GOVERNS 1.25 178.31 " o.c. 1.15 169.21 " o.c. 1.25 178.31 " o.c. 1.25 63.79 " o.c. 1.15 60.54 " o.c. 1.25 63.79 " o.c. 1.60 203.71 " o.c. 1.60 203.71 " o.c. 1.60 72.88 " o.c. 1.60 72.88 " o.c. 1.60 72.88 " o.c. 1.60 72.88 " o.c. 1.60 72.88 " o.c. 1.60 72.88 " o.c. 1.60 1200.00 " o.c. 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE 0.6*WUPLIFT LR WEIGHT (PSF) S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL CONTINUOUS D HEIGHT (FT) CONTINUOUS LONG SPAN L WEIGHT (PSF) SHORT SPAN TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x6 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.00 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.00 5.50 D + 0.7E STOP (FT)800 1.15 8.250 WALL WIDTH (IN) START (FT)440000 0.80 7.563 1200000 20.797 ASCE7 LOAD COMBINATIONS AXIAL (NDS Section 3.7) Emin = 440000 Le/d = 17.25 <= 50 c = 0.80 Fce = 0.822Emin'/(Le/d)^2 = 0.822(440000psi)/17.25^2 = 1215.48psi F*c = Fc(Cd)(Cfc) = 800(1.00)(1.00) = 800.00psi Fce/F*c = 1215.48psi/800.00psi = 1.52 A1 = (1 + Fce/F*c)/2c = 2.52/1.60 = 1.57 A2 = (Fce/F*c)/c = 1.52/0.80 = 1.90 Cp = A1-[A1^2-A2]^0.5 = 1.57-[2.48-1.90]^0.5 = 0.81 F'c = F*c(Cp) = 800.00psi(0.81) = 650.33psi P = 1491.38plf*2.00ft = 2982.75# fc = P/A = 2982.75#/8.25in^2 = 361.55psi COMPRESSION CAPACITY CHECK 361.55psi < 650.33psi O.K. THEREFORE, USE 2x6 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm SHEET 42 OF BY S7 2 3.00 180 YES 1.50 0.7 NO ROOF TYPE: FLOOR TYPE:15.00 9.00 20.00 40.00 10.00 TARGET WALL 10.00 9.00 SPECIES TITLE 10.00 SCANT CFB b (IN) FB (PSI)CFC d (IN) 8.63 FC (PSI)CR A (IN2) 5.50 0.00 EMIN (PSI)c Sx (IN3) Ex (PSI) CD 0.90 320.86 " o.c. 1.00 113.62 " o.c.GOVERNS 1.25 401.84 " o.c. 1.15 381.34 " o.c. 1.25 401.84 " o.c. 1.25 158.30 " o.c. 1.15 150.22 " o.c. 1.25 158.30 " o.c. 1.60 459.10 " o.c. 1.60 459.10 " o.c. 1.60 180.86 " o.c. 1.60 180.86 " o.c. 1.60 180.86 " o.c. 1.60 180.86 " o.c. 1.60 180.86 " o.c. 1.60 180.86 " o.c. 1.60 1200.00 " o.c. 1.00 " o.c. 24 " o.c. C&CWIND DEFLECTION, L/GYP COMP. SOLE PLATE THICKNESS (IN)PRE-FAB TRUSSES C&CWIND FACTOR = GYP + WOOD COMP. CLIENT: LGI HOMES PROJECT: GILMAN WALK- VERTICAL LA WALL NUMBER:STUD LOCATION: (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF) ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL D HEIGHT (FT) TOP PLATE THICKNESS (IN)WALL HAS CONTINUOUS SHEATHING ON ONE SIDE YES ROOF ASSEMBLY TYPE 0.6*WUPLIFT LR WEIGHT (PSF) S TOTAL TRIB. R FLOOR SPAN (FT) FLOOR LOADS (PSF) SUPPORTING WALL SIMPLE D HEIGHT (FT) SIMPLE MAIN SPAN L WEIGHT (PSF) TOTAL TRIB. TARGET WALL STUD MATERIAL 0.6*C&C (PSF) HEIGHT (FT)Hem-Fir Stud (2" to 4" wide)2x6 HEM-FIR STUD GRADE STUDS 0.6*W (PSF) WEIGHT (PSF)NO 1.00 1.50 0.7*E (PSF) PARTIAL LOADING (WIND)675 1.00 5.50 D + 0.7E STOP (FT)800 1.15 8.250 WALL WIDTH (IN) START (FT)440000 0.80 7.563 1200000 20.797 ASCE7 LOAD COMBINATIONS AXIAL (NDS Section 3.7) Emin = 440000 Le/d = 17.25 <= 50 c = 0.80 Fce = 0.822Emin'/(Le/d)^2 = 0.822(440000psi)/17.25^2 = 1215.48psi F*c = Fc(Cd)(Cfc) = 800(1.00)(1.00) = 800.00psi Fce/F*c = 1215.48psi/800.00psi = 1.52 A1 = (1 + Fce/F*c)/2c = 2.52/1.60 = 1.57 A2 = (Fce/F*c)/c = 1.52/0.80 = 1.90 Cp = A1-[A1^2-A2]^0.5 = 1.57-[2.48-1.90]^0.5 = 0.81 F'c = F*c(Cp) = 800.00psi(0.81) = 650.33psi P = 595.00plf*2.00ft = 1190.00# fc = P/A = 1190.00#/8.25in^2 = 144.24psi COMPRESSION CAPACITY CHECK 144.24psi < 650.33psi O.K. THEREFORE, USE 2x6 HEM-FIR STUD GRADE STUDS AT 24in O.C. D D + L D + LR D + S 0.6C&C D + L (NON-CONCURRENT) DESIRED SPACING FOR CALCULATIONS: D + 0.75(0.6W) + 0.75L + 0.75LR D + 0.75(0.6W) + 0.75L + 0.75S D + 0.75(0.6W) + 0.75L + 0.75R D + 0.75(0.7E) + 0.75L + 0.75LR D + 0.75(0.7E) + 0.75L + 0.75S D + 0.75(0.7E) + 0.75L + 0.75R D + R D + 0.75L + 0.75LR D + 0.75L + 0.75S D + 0.75L + 0.75R D + 0.6W Printed by Larissa.Anaya on 09/21/2021 at 12:24 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- Vertical Book.xlsm CLIENT:SHEET L1 OF PROJECT:BY 110 mph C (Section 26.7) II (Table 1.5-1) 0.85 (Table 26.6-1) 1.00 (Section 26.8.2) 100 (Section 26.9) Ke = 1.00 (Table 26.9-1) 0.6 (Section 2.4.1) Roof Truss Heel Height:0.333 ft Upper Plate Height:8.083 ft Floor Truss Depth:1.583 ft Lower Plate Height:9.000 ft Length (Dim. Perp. to Truss Span): 33.500 ft Width (Dim. Parallel to Truss Span):24.000 ft Roof Pitch:7 in/12 in Roof Angle:30.256 deg Mean Roof Height:22.499 ft Ridge Height:25.999 ft Design Edge Strip (a):3.000 ft Design End Zone (2a):6.000 ft Velocity Pressure Coefficient (Kz): 0.920 (Table 26.10-1) 0.6*qz (Velocity Pressure): 14.48 psf (Equation 26.10-1) 0.6*Pcc,wall (Maximum Volume Wall): 15.84 psf (Equation 30.3-1) 0.6*Pcc,wall (Maximum Story Wall): 17.48 psf (Equation 30.3-1) 0.6*Pez (End Zone Stud Design Pressure): 12.60 psf Load Case A 0.6*Piz (Int. Zone Stud Design Pressure): 10.72 psf Load Case A 0.6*Pp (Parapet Pressure 1.5WW and -1.0LW):21.72 psf Windward and -14.48 psf Leeward Topographic Factor (Kzt): Ground Elevation Factor (ft) (Ke): ASD Load Combination Factor for W: TWO STORY DIAPHRAGM WIND LOADS FOR ASD LOAD COMBINATIONS Exposure: Risk Category: Wind Directionality (Kd): Design Code: ASCE 7-16 Design Method: Low-Rise Building (Section 28.3.1) LGI HOMES GILMAN WALK- WIND LA Elevation Label:7:12 Basic Wind Speed (3 sec gust): Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm CLIENT:SHEET L2 OF PROJECT:BY p = 0.6 * qz * [GCpf - GCpi] (Equation 28.3-1) GCpf interpolated from Figure 28.3-1 GCpi 0.18 enclosed buildings Table 26.13-1 (GCpi acts either inward or outward at any one time) GCpf GCpi Zone 1: 0.56 -0.18 Zone 2: 0.21 0.18 Zone 3: -0.43 0.18 Zone 4: -0.37 -0.18 Zone 1E: 0.69 -0.18 Zone 2E: 0.27 0.18 Zone 3E: -0.53 0.18 Zone 4E:-0.48 -0.18 GCpf GCpi Zone 1: -0.45 -0.18 Zone 2: -0.69 0.18 Zone 3: -0.37 0.18 Zone 4: -0.45 -0.18 Zone 5: 0.40 -0.18 Zone 6: -0.29 -0.18 Zone 1E: -0.48 -0.18 Zone 2E: -1.07 0.18 Zone 3E: -0.53 0.18 Zone 4E: -0.48 -0.18 Zone 5E: 0.61 -0.18 Zone 6E:-0.43 -0.18 Note: Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. -6.23 -2.61 -3.62 -6.95 -2.61 -4.34 8.83 -2.61 11.44 -15.49 2.61 -18.10 -7.68 2.61 -10.28 -4.20 -2.61 -1.59 -6.95 -2.61 -4.34 -6.52 -2.61 -3.91 5.79 -2.61 8.40 -9.99 2.61 -12.60 -5.36 2.61 -7.96 Load Case B Pressures 0.6*qz*GCpf (psf) 0.6*qz*GCpi (psf)Pressure (psf) -6.52 -2.61 -3.91 -7.68 2.61 -10.28 -6.95 -2.61 -4.34 9.99 -2.61 12.60 3.91 2.61 1.30 -6.23 2.61 -8.83 -5.36 -2.61 -2.75 8.11 -2.61 10.72 3.04 2.61 0.43 Hip End Loading Load Case A Load Case B Load Case A Pressures 0.6*qz*GCpf (psf) 0.6*qz*GCpi (psf)Pressure (psf) GILMAN WALK- WIND LA Gable End Loading Load Case A Load Case B LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm CLIENT:SHEET L3 OF PROJECT:BY Case A -3.20 psf 6.49 psf Case B 10.98 psf 5.77 psf GCpf GCpf 6.44 psf 4.64 psf GCpf GCpf 8.45 psf 5.64 psf GCpi GCpi 2.61 psf 2.61 psf 14.09 psf 11.08 psf 9.68 psf 4.25 psf 10.98 psf 9114 #4787 # 4147 # Case A -3.20 psf 6.49 psf Case B 9.08 psf 7.68 psf GCpf GCpf GCpf GCpf 8.45 psf 5.64 psf 5.98 psf 4.33 psf GCpi GCpi 2.61 psf 2.61 psf 14.09 psf 10.31 psf 9.68 psf 0.00 psf 4.25 psf 10.98 psf 8301 #4020 # ∴Use 11.05 psf at Wall for Windward Only Case (0.6*W)∴Use 8.59 psf at Wall for Windward Only Case (0.6*W) 4147 # ∴Use 14.09|9.68 psf Wall|Roof Horizontal Pressure at Case A ∴Use 9.60|4.80 psf Wall|Roof Horizontal Pressure at Case B Total Base Shear Due to Wind Loads =Total Base Shear Due to Wind Loads = Total Base Shear Due to 0.6*16psf at Wall and 0.6*8psf at Roof =5385 #Total Base Shear Due to 0.6*16psf at Wall and 0.6*8psf at Roof = Total Horizontal Pressure at Wall =Total Horizontal Pressure at Wall = Total Horizontal Pressure at Roof =Total Horizontal Pressure at Roof = Total Uplift Pressure at Roof =Total Uplift Pressure at Roof = TWO STORY DIAPHRAGM HIP END WIND LOADS FOR ASD LOAD COMBINATIONS Load Case A Load Case B GCpf Windward GCpf Leeward GCpf Windward GCpf Leeward ∴Use 14.09|9.68 psf Wall|Roof Horizontal Pressure at Case A ∴Use 11.08 psf Horizontal Pressure at Case B ∴Use 11.05 psf at Wall for Windward Only Case (0.6*W)∴Use 9.04 psf at Wall for Windward Only Case (0.6*W) Total Horizontal Pressure at Roof = Total Uplift Pressure at Roof =Total Uplift Pressure at Roof = Total Base Shear Due to Wind Loads =Total Base Shear Due to Wind Loads = Total Base Shear Due to 0.6*16psf at Wall and 0.6*8psf at Roof =5788 #Total Base Shear Due to 0.6*16psf = Total Horizontal Pressure at Wall =Total Horizontal Pressure at Wall = CASE A CASE B GCpf Windward GCpf Leeward Load Cases A & B total pressures are determined by using a weighted average of end zone total plus interior zone total. This number is then compared to the code required 16psf minimum for the horizontal direction. Roof uplift for the left and right sides of the roof are determined using a weighted average of end zone plus interior zone and then the total roof uplift is the average of the left and right sides. GCpi assumed to act inward for wall design, outward for roof uplift design. TWO STORY DIAPHRAGM GABLE END WIND LOADS FOR ASD LOAD COMBINATIONS LGI HOMES GILMAN WALK- WIND LA Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm CLIENT:SHEET L4 OF PROJECT:BY 110 mph C (Section 26.7) II (Table 1.5-1) 0.85 (Table 26.6-1) 1.00 (Section 26.8.2) 100 (Section 26.9) Ke = 1.00 (Table 26.9-1) 0.6 (Section 2.4.1) Roof Truss Heel Height:0.333 ft Upper Plate Height:8.083 ft Floor Truss Depth:1.583 ft Lower Plate Height:9.000 ft Length (Dim. Perp. to Truss Span): 88.000 ft Width (Dim. Parallel to Truss Span):43.000 ft Roof Pitch:4 in/12 in Roof Angle:18.435 deg Mean Roof Height:22.582 ft Ridge Height:26.166 ft Design Edge Strip (a):4.300 ft Design End Zone (2a):8.600 ft Velocity Pressure Coefficient (Kz): 0.921 (Table 26.10-1) 0.6*qz (Velocity Pressure): 14.49 psf (Equation 26.10-1) 0.6*Pcc,wall (Maximum Volume Wall): 15.85 psf (Equation 30.3-1) 0.6*Pcc,wall (Maximum Story Wall): 17.49 psf (Equation 30.3-1) 0.6*Pez (End Zone Stud Design Pressure): 13.91 psf Load Case A 0.6*Piz (Int. Zone Stud Design Pressure): 10.09 psf Load Case A 0.6*Pp (Parapet Pressure 1.5WW and -1.0LW):21.74 psf Windward and -14.49 psf Leeward Topographic Factor (Kzt): Ground Elevation Factor (ft) (Ke): ASD Load Combination Factor for W: TWO STORY DIAPHRAGM WIND LOADS FOR ASD LOAD COMBINATIONS Exposure: Risk Category: Wind Directionality (Kd): Design Code: ASCE 7-16 Design Method: Low-Rise Building (Section 28.3.1) LGI HOMES GILMAN WALK- WIND LA Elevation Label:4:12 Basic Wind Speed (3 sec gust): Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm CLIENT:SHEET L5 OF PROJECT:BY p = 0.6 * qz * [GCpf - GCpi] (Equation 28.3-1) GCpf interpolated from Figure 28.3-1 GCpi 0.18 enclosed buildings Table 26.13-1 (GCpi acts either inward or outward at any one time) GCpf GCpi Zone 1: 0.52 -0.18 Zone 2: -0.69 0.18 Zone 3: -0.47 0.18 Zone 4: -0.42 -0.18 Zone 1E: 0.78 -0.18 Zone 2E: -1.07 0.18 Zone 3E: -0.67 0.18 Zone 4E:-0.62 -0.18 GCpf GCpi Zone 1: -0.45 -0.18 Zone 2: -0.69 0.18 Zone 3: -0.37 0.18 Zone 4: -0.45 -0.18 Zone 5: 0.40 -0.18 Zone 6: -0.29 -0.18 Zone 1E: -0.48 -0.18 Zone 2E: -1.07 0.18 Zone 3E: -0.53 0.18 Zone 4E: -0.48 -0.18 Zone 5E: 0.61 -0.18 Zone 6E:-0.43 -0.18 Note: Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. -6.23 -2.61 -3.62 -6.96 -2.61 -4.35 8.84 -2.61 11.45 -15.51 2.61 -18.11 -7.68 2.61 -10.29 -4.20 -2.61 -1.59 -6.96 -2.61 -4.35 -6.52 -2.61 -3.91 5.80 -2.61 8.41 -10.00 2.61 -12.61 -5.36 2.61 -7.97 Load Case B Pressures 0.6*qz*GCpf (psf) 0.6*qz*GCpi (psf)Pressure (psf) -6.52 -2.61 -3.91 -9.76 2.61 -12.37 -8.96 -2.61 -6.35 11.31 -2.61 13.91 -15.51 2.61 -18.11 -6.79 2.61 -9.40 -6.02 -2.61 -3.41 7.48 -2.61 10.09 -10.00 2.61 -12.61 Hip End Loading Load Case A Load Case B Load Case A Pressures 0.6*qz*GCpf (psf) 0.6*qz*GCpi (psf)Pressure (psf) GILMAN WALK- WIND LA Gable End Loading Load Case A Load Case B LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm CLIENT:SHEET L6 OF PROJECT:BY Case A 10.54 psf 7.08 psf Case B 10.54 psf 5.59 psf GCpf GCpf 6.43 psf 4.65 psf GCpf GCpf 7.86 psf 6.31 psf GCpi GCpi 2.61 psf 2.61 psf 14.16 psf 11.08 psf 0.00 psf 11.42 psf 10.67 psf 18073 #8616 # 7464 # Case A 10.54 psf 7.08 psf Case B 8.45 psf 7.68 psf GCpf GCpf GCpf GCpf 7.86 psf 6.31 psf 5.95 psf 4.30 psf GCpi GCpi 2.61 psf 2.61 psf 14.16 psf 10.25 psf 0.00 psf 0.00 psf 11.42 psf 10.67 psf 18073 #7024 # ∴Use 10.47 psf at Wall for Windward Only Case (0.6*W)∴Use 8.56 psf at Wall for Windward Only Case (0.6*W) 7316 # ∴Use 14.16|0.00 psf Wall|Roof Horizontal Pressure at Case A ∴Use 9.60|4.80 psf Wall|Roof Horizontal Pressure at Case B Total Base Shear Due to Wind Loads =Total Base Shear Due to Wind Loads = Total Base Shear Due to 0.6*16psf at Wall and 0.6*8psf at Roof =14536 #Total Base Shear Due to 0.6*16psf at Wall and 0.6*8psf at Roof = Total Horizontal Pressure at Wall =Total Horizontal Pressure at Wall = Total Horizontal Pressure at Roof =Total Horizontal Pressure at Roof = Total Uplift Pressure at Roof =Total Uplift Pressure at Roof = TWO STORY DIAPHRAGM HIP END WIND LOADS FOR ASD LOAD COMBINATIONS Load Case A Load Case B GCpf Windward GCpf Leeward GCpf Windward GCpf Leeward ∴Use 14.16|0.00 psf Wall|Roof Horizontal Pressure at Case A ∴Use 11.08 psf Horizontal Pressure at Case B ∴Use 10.47 psf at Wall for Windward Only Case (0.6*W)∴Use 9.04 psf at Wall for Windward Only Case (0.6*W) Total Horizontal Pressure at Roof = Total Uplift Pressure at Roof =Total Uplift Pressure at Roof = Total Base Shear Due to Wind Loads =Total Base Shear Due to Wind Loads = Total Base Shear Due to 0.6*16psf at Wall and 0.6*8psf at Roof =15276 #Total Base Shear Due to 0.6*16psf = Total Horizontal Pressure at Wall =Total Horizontal Pressure at Wall = CASE A CASE B GCpf Windward GCpf Leeward Load Cases A & B total pressures are determined by using a weighted average of end zone total plus interior zone total. This number is then compared to the code required 16psf minimum for the horizontal direction. Roof uplift for the left and right sides of the roof are determined using a weighted average of end zone plus interior zone and then the total roof uplift is the average of the left and right sides. GCpi assumed to act inward for wall design, outward for roof uplift design. TWO STORY DIAPHRAGM GABLE END WIND LOADS FOR ASD LOAD COMBINATIONS LGI HOMES GILMAN WALK- WIND LA Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L7 OF BY WALL ROOF PARAPET TRIB. WALL HEEL TRIB. RIDGE PARAPET SHEAR DISTANCE PRESSURE PRESSURE PRESSURE HEIGHT HEIGHT TO HEEL HEIGHT UNIFORM START STOP # FT PSF PSF PSF FT FT FT FT PLF FT FT 11.08 11.08 4.042 0.333 3.500 0.00 7.167 2ND FLOOR 11.08 10.125 1047 0.000 1047 24.000 1ST FLOOR 2ND FLOOR 1ST FLOOR 0.00%0 STORY CALC DESCRIPTION 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 0.00%0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 B 0.00% 44.000 0 0 2393 0 2393 184 #B ABOVE 0 2393 0 STORY CALC DESCRIPTION A 24.000 #A ABOVE 112 0.000 24.000 2393 2393 B 0.00% 45.000 0 24.000 A 24.000 1047 0 1047 0 1047 1047 140 0 12.000 24.000 0 87 0.000 1047 SHEAR (#) CHORD (#) WINDWARD INFORMATION LEEWARD INFORMATION NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # PROJECT:GILMAN WALK- WIND LA LINE CALLOUT % CANT.WIND DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L12 OF BY WALL ROOF PARAPET TRIB. WALL HEEL TRIB. RIDGE PARAPET SHEAR DISTANCE PRESSURE PRESSURE PRESSURE HEIGHT HEIGHT TO HEEL HEIGHT UNIFORM START STOP # FT PSF PSF PSF FT FT FT FT PLF FT FT 14.16 0.00 4.042 0.333 7.167 2ND FLOOR 14.16 10.125 620 0.000 620 20.000 1ST FLOOR 1ST FLOOR 1ST FLOOR 0.00%0 STORY CALC DESCRIPTION 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 0.00%0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 D 0.00% 46.000 0 0 2054 0 2054 156 #D ABOVE 0 2054 0 STORY CALC DESCRIPTION C 20.000 #C ABOVE 143 0.000 20.000 2054 2054 D 0.00% 48.000 0 20.000 C 20.000 620 0 620 0 620 620 65 0 0 62 0.000 620 SHEAR (#) CHORD (#) WINDWARD INFORMATION LEEWARD INFORMATION NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # PROJECT:GILMAN WALK- WIND LA LINE CALLOUT % CANT.WIND DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L8 OF BY WALL ROOF PARAPET TRIB. WALL HEEL TRIB. RIDGE PARAPET SHEAR DISTANCE PRESSURE PRESSURE PRESSURE HEIGHT HEIGHT TO HEEL HEIGHT UNIFORM START STOP # FT PSF PSF PSF FT FT FT FT PLF FT FT 11.08 11.08 4.042 0.333 3.500 0.00 3.583 2ND FLOOR 11.08 10.125 1047 0.000 1047 24.000 110.2916 24.000 1ST FLOOR 1ST FLOOR 1ST FLOOR 0.00%0 STORY CALC DESCRIPTION 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 0.00%0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 F 0.00% 54.000 0 0 2504 0 2393 150 #F ABOVE 0 2504 #POPOUT 0 STORY CALC DESCRIPTION E 24.000 #E ABOVE 112 0.000 24.000 2393 2393 F 0.00% 54.000 0 24.000 E 24.000 1047 0 1047 0 1047 1047 116 0 0.000 9.333 0 87 0.000 1047 SHEAR (#) CHORD (#) WINDWARD INFORMATION LEEWARD INFORMATION NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # PROJECT:GILMAN WALK- WIND LA LINE CALLOUT % CANT.WIND DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L9 OF BY WALL ROOF PARAPET TRIB. WALL HEEL TRIB. RIDGE PARAPET SHEAR DISTANCE PRESSURE PRESSURE PRESSURE HEIGHT HEIGHT TO HEEL HEIGHT UNIFORM START STOP # FT PSF PSF PSF FT FT FT FT PLF FT FT 8.45 9.68 4.042 0.333 7.000 8.45 9.68 4.042 0.333 5.542 14.09 9.68 4.042 0.333 5.542 2ND FLOOR 11.05 10.125 2337 0.000 1ST FLOOR 11.05 10.125 1371 0.000 14.09 10.125 2263 19.500 1ST FLOOR 1ST FLOOR 0.00%0 STORY CALC DESCRIPTION 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 2 45.00% 24.000 0 0 1861 0 3986 1233 #2 ABOVE 143 18.500 19.500 1861 0 STORY CALC DESCRIPTION 1.5 45.00% 19.500 #1.5*112 0.000 18.500 3986 3986 1.5* 0.00% 24.000 0 0 1371 0 3708 350 0 1371 0 STORY CALC DESCRIPTION 1 24.500 #1 ABOVE 112 0.000 24.500 3708 3708 2 0.00% 24.000 0 33.500 1 45.000 2337 0 2263 0 2337 2337 1086 91 33.500 43.000 115 105 0.000 43.000 45.000 2263 SHEAR (#) CHORD (#) WINDWARD INFORMATION LEEWARD INFORMATION NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # PROJECT:GILMAN WALK- WIND LA LINE CALLOUT % CANT.WIND DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L10 OF BY WALL ROOF PARAPET TRIB. WALL HEEL TRIB. RIDGE PARAPET SHEAR DISTANCE PRESSURE PRESSURE PRESSURE HEIGHT HEIGHT TO HEEL HEIGHT UNIFORM START STOP # FT PSF PSF PSF FT FT FT FT PLF FT FT 11.08 2.375 423.1712 43.000 9.68 1.130 2ND FLOOR 11.08 4.500 68 0.000 811 42.000 855.9303 42.000 1ST FLOOR 1ST FLOOR 1ST FLOOR 0.00%0 STORY CALC DESCRIPTION 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 0.00%0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 4 0.00% 20.000 0 0 1669 0 1665 5 #4 ABOVE 0 1669 #COV'D DECK 0 STORY CALC DESCRIPTION 3 42.000 #3 ABOVE 50 0.000 2.000 165 165 4 0.00% 20.000 0 43.000 3 43.000 68 0 811 0 68 386 103 11 35.000 43.000 0 #COV'D DECK 26 29.000 811 SHEAR (#) CHORD (#) WINDWARD INFORMATION LEEWARD INFORMATION NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # PROJECT:GILMAN WALK- WIND LA LINE CALLOUT % CANT.WIND DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L11 OF BY WALL ROOF PARAPET TRIB. WALL HEEL TRIB. RIDGE PARAPET SHEAR DISTANCE PRESSURE PRESSURE PRESSURE HEIGHT HEIGHT TO HEEL HEIGHT UNIFORM START STOP # FT PSF PSF PSF FT FT FT FT PLF FT FT 8.45 9.68 4.042 0.333 7.000 547.7478 0.000 8.45 9.68 4.042 0.333 5.469 2ND FLOOR 11.05 10.125 2457 0.000 14.09 10.125 671.4569 0.000 1ST FLOOR 11.05 10.125 1262 0.000 2457 19.500 969.897 19.500 1ST FLOOR 1ST FLOOR 0.00%0 STORY CALC DESCRIPTION 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 0 0 0 6 8.00% 24.000 0 0 4156 0 2714 291 #6 ABOVE 0 4156 #PAST 6 0 STORY CALC DESCRIPTION 5.5 8.00% 19.500 #5.5*112 0.000 19.500 2714 2714 5.5* 0.00% 24.000 0 0 1262 0 4446 296 #COV'D DECK 143 0.000 2.000 1262 0 STORY CALC DESCRIPTION 5 22.500 #5 ABOVE 112 2.000 22.500 4446 4446 6 0.00% 24.000 0 44.000 5 48.000 3059 0 2457 0 3059 3059 1254 90 44.000 48.000 0 #COV'D DECK 105 0.000 2457 SHEAR (#) CHORD (#) WINDWARD INFORMATION LEEWARD INFORMATION NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # PROJECT:GILMAN WALK- WIND LA LINE CALLOUT % CANT.WIND DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L13 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 24.00 0.00 1.30 0.82 0.90 1.00 1.00 1.00 1.00 1.00 1.00 4.10 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 13.00 3.75 14.00 ADJ. H (ft) LCONT. (ft)13.00 3.50 14.00 30.50 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 24.00 0.00 1.300 0.820 0.900 1.000 1.000 1.000 1.000 1.000 1.000 4.100 0.000 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 10.50 15.16 ADJ. H (ft) LCONT. (ft)10.50 15.16 15.16 40.82 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 3.93 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 40.82>=3.93 O.K.TOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED B PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 3.93 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 30.50>=3.93 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE A EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L14 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 20.00 0.00 1.30 0.82 0.90 1.00 1.00 1.00 1.00 1.00 1.00 3.50 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 12.00 11.25 ADJ. H (ft) LCONT. (ft)12.00 11.25 23.25 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 20.00 0.00 1.300 0.820 0.900 1.000 1.000 1.000 1.000 1.000 1.000 3.500 0.000 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 6.25 6.33 10.00 ADJ. H (ft) LCONT. (ft)6.25 6.33 10.00 22.58 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 3.36 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 22.58>=3.36 O.K.TOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED D PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 3.36 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 23.25>=3.36 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE C EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L15 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1047 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 24.75 9.00 2x6 1.4E+06 1064 1.000 43 324 13.00 10.00 15.00 10.98 53303 87290 2 3 4 5 6 1064 1 38 38 2 3 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LEFT END RIGHT END WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM VTOTAL (#) = TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LEFT END RIGHT END WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM 0.036 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA E FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L16 OF BY WIND DESIGN: WALL BRACING ANALYSES WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 24.00 0.00 1.300 0.820 0.900 1.000 1.000 1.000 1.000 1.000 1.000 4.100 0.000 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP WSP WSP L (ft) 4.00 3.75 9.00 13.67 5.67 ADJ. H (ft) LCONT. (ft)4.00 3.50 9.00 13.67 5.67 35.84 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 3.93 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 35.84>=3.93 O.K.TOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED F PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L17 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 2 C 7.00 9 2 NO YES NO NO 0.00 0.00 24.00 0.00 1.30 0.91 0.95 1.00 1.00 1.00 1.00 1.00 1.00 7.70 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 19.50 6.50 6.50 ADJ. H (ft) LCONT. (ft)19.50 6.50 6.50 32.50 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 8.65 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 32.50>=8.65 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE A EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L18 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 2393 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.00 9.00 2x6 1.4E+06 2394 1.000 126 324 2.00 10.00 10.00 0.00 21546 19855 2 3 4 5 6 2394 1 800 27 800 27 2 3 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 TDESIGN (#) HOLDOWN T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) LEFT END RIGHT END WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM VTOTAL (#) = TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 0.107 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END LA B VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L19 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 2054 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.00 9.00 2x6 1.4E+06 2071 1.000 109 324 2.00 10.00 10.00 0.00 18639 19855 2 3 4 5 6 2071 1 800 0 800 0 2 3 4 5 6 V == 2054 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 6.00 9.00 2x6 1.4E+06 534 1.000 89 324 2.00 10.00 10.00 0.00 4806 1980 2 3 24 16.00 9.00 2x6 1.4E+06 1520 1.000 95 324 2.00 10.00 10.00 0.00 13680 14080 3 4 5 6 2054 1 800 123 800 123 2 800 0 800 0 3 4 5 6 TDESIGN (#) HOLDOWN T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) LEFT END RIGHT END WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM VTOTAL (#) = 0.081 D TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 0.092 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END LA C VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L20 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 2393 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.00 9.00 2x6 1.4E+06 2394 1.000 126 324 2.00 10.00 10.00 0.00 21546 19855 2 3 4 5 6 2394 1 800 27 800 27 2 3 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 TDESIGN (#) HOLDOWN T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) LEFT END RIGHT END WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM VTOTAL (#) = TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 0.107 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END LA E VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L21 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 2 C 7.00 9 2 NO YES NO NO 0.00 0.00 24.00 0.00 1.30 0.91 0.95 1.00 1.00 1.00 1.00 1.00 1.00 7.70 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 6.66 8.00 5.67 ADJ. H (ft) LCONT. (ft)6.66 8.00 5.67 20.33 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 8.65 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 20.33>=8.65 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE F EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L22 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 45.00 0.00 1.30 0.82 0.90 1.00 1.00 1.00 1.00 1.00 1.00 7.25 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 4.00 6.63 3.33 ADJ. H (ft) LCONT. (ft)4.00 6.63 2.74 13.37 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 45.00 0.00 1.300 0.820 0.900 1.000 1.000 1.000 1.000 1.000 1.000 6.250 0.000 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD CS-WSP CS-WSP CS-WSP L (ft) 2.63 5.00 3.00 ADJ. H (ft)5.00 5.00 5.00 LCONT. (ft)2.63 5.00 3.00 10.63 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 6.00 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 10.63>=6.00 O.K.TOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 2 PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 6.96 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 13.37>=6.96 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE 1 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L23 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 43.00 0.00 1.30 0.82 0.90 1.00 1.00 1.00 1.00 1.00 1.00 6.95 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 5.00 4.00 5.00 ADJ. H (ft) LCONT. (ft)5.00 4.00 5.00 14.00 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 43.00 0.00 1.300 0.820 0.900 1.000 1.000 1.000 1.000 1.000 1.000 6.950 0.000 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 3.75 4.25 ADJ. H (ft) LCONT. (ft)3.50 4.25 7.75 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 6.67 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 7.75>=6.67 O.K.TOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 4 PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 6.67 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 14.00>=6.67 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE 3 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L24 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 48.00 0.00 1.30 0.82 0.90 1.00 1.00 1.00 1.00 1.00 1.00 7.70 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 9.13 4.50 ADJ. H (ft) LCONT. (ft)9.13 4.50 13.63 110 22.50 2 1 C 7.00 8 2 NO YES NO NO 0.00 0.00 48.00 0.00 1.300 0.820 0.900 1.000 1.000 1.000 1.000 1.000 1.000 7.700 0.000 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 6.83 6.83 ADJ. H (ft) LCONT. (ft)6.83 6.83 13.67 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 7.39 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 13.67>=7.39 O.K.TOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED 6 PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 7.39 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 13.63>=7.39 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE 5 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L25 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 2 C 7.00 9 3 NO YES NO NO 0.00 0.00 24.50 0.00 1.30 0.91 0.95 1.30 1.00 1.00 1.00 1.00 1.00 6.63 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD CS-WSP CS-WSP CS-WSP L (ft) 4.00 5.91 3.00 ADJ. H (ft)5.00 5.00 6.83 LCONT. (ft)4.00 5.91 3.00 12.91 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 PLYWOOD BLOCKING OMITTED CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA TOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE 1 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 9.68 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 12.91>=9.68 O.K. EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L26 OF BY LATERAL LOAD ANALYSIS: PERFORATED SHEAR WALLS (PSW) SDPWS 4.3.5.3 V == 3986 # 27.50 10.00 10.00 0.00 35871 30542 EXT CORNER 6 CRKD 800 EXT CORNER 6 CRKD 800 1 7.000 CONC 876 D CONC 876 D 2 8.080 3 4 5 6 7 8 9 0.893 0.858 3 323 4179 >= 3986 OK ∑Li =15.080 ∑AO = V == # 1 2 3 4 5 6 7 8 9 0 ∑Li =0.000 ∑AO = vMAX (plf) VALLOW (#) V (#) DESIGN CHECK PERFORATED SHEAR WALL RESULTS r CO WALL TYPE HOLDOWN Height (ft) Width (ft)Area, AO (ft2) Full Height Wall Segment, Li (ft) Openings WOOD/ CONC TDESIGN (#) HOLDOWN WOOD/ CONC STEM CONCRETE WINT.WALL (#)STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) LOCATION POSITION TDESIGN (#) ATRIB. (ft) WWALL (psf) DL (psf) WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) LOCATION POSITION 24 LEFT END RIGHT END T2nd FLOOR (#) ∑MOT = Vh+UUPLIFTATRIB.[CO∑Li]2/2 ∑MR = [DLATRIB.+WWALLh][CO∑Li]2/2 Wall Length, LTOT (ft) Wall Height, h (ft) Stud Spacing (in)TDESIGN = [∑MOT-0.6∑MR]/[CO∑Li]-0.6WINT.WALL+T2nd FLOOR 16.250 vMAX (plf) VALLOW (#) V (#) DESIGN CHECK PERFORATED SHEAR WALL RESULTS r CO WALL TYPE HOLDOWN Height (ft) Width (ft)Area, AO (ft2) 6.500 2.500 16.250 Full Height Wall Segment, Li (ft) Openings WOOD/ CONC TDESIGN (#) HOLDOWN WOOD/ CONC STEM CONCRETE WINT.WALL (#)STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) LOCATION POSITION TDESIGN (#) ATRIB. (ft) WWALL (psf) DL (psf) WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) LOCATION POSITION 17.583 9.000 24 LEFT END RIGHT END T2nd FLOOR (#) ∑MOT = Vh+UUPLIFTATRIB.[CO∑Li]2/2 ∑MR = [DLATRIB.+WWALLh][CO∑Li]2/2 Wall Length, LTOT (ft) Wall Height, h (ft) Stud Spacing (in)TDESIGN = [∑MOT-0.6∑MR]/[CO∑Li]-0.6WINT.WALL+T2nd FLOOR CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA 1.5 FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L27 OF BY LATERAL LOAD ANALYSIS: APA PORTAL FRAME PER TT-100F V == 1861 # 1875 # 1.160 7.923 9.083 D =0.390 in 1.333 APA PORTAL FRAME PER TT-100F Number of Piers Door Height (ft) = Pier Height (ft) = Left Pier (ft) 2 0.420 0.92 Beam Height (ft) = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA 2 VALLOW = Specific Gravity SG Reduction FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L28 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 165 # 518 # 10.25 10.00 0.00 518 # 1.000 →→ ←← 5.000 →→ ←← 3.000 → → → ← ← ← 1.958 5.000 2.926 D =####### in 353 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf)) 3 Left Restraint (#) Right Restraint (#)Left Pier (ft) = Window (ft) = Right Pier (ft) = 0 0 250 250 0 118 0 0.000 0.000 0 118 0 Left Holdown Strap Force (#) Max. Shear Panel Force (plf) Right Holdown Strap Force (#)Bottom Pier (ft) = Concrete Concrete Name / Value (#) / D Name / Value (#) / D Stem Stem 236 353 236 353 Position Position Left Sill Strap Force (#) Right Sill Strap Force (#) Window (ft) = Location Location 10 Material Material Wall Weight (psf) 353 353 236 353 Left Holdown Right Holdown Left Header Strap Force (#) Stud Spacing (inches o.c.) Right Header Strap Force (#)NO STRAP ATRIB. (ft) = Roof DL (psf) = WUPLIFT (psf) =← VALLOW = NO STRAP Top Pier (ft) = 236 24 353 Left Strap (Name/Value (#)) Right Strap (Name/Value (#)) → VALLOW = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA 3 FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L29 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 1669 # 1693 # 10.00 10.00 0.00 1693 # →→ 2.000 ←← CONC CONC CONC CONC EXT EXT EXT EXT CORNER ENDWALL ENDWALL CORNER 6 6 6 6 →7.000 ← CRKD CRKD CRKD CRKD D D D D → →→ → 2336 1465 1465 2336 ← ←← ← 0.114 0.114 0.114 0.114 D =####### in 800 800 2.250 8.000 3.080 3 2 FIXED BASE DRAG STRUT 353 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf))Story Location 0 819 0 1065 Left Restraint (#) Right Restraint (#)Left Pier (ft) Door Width (ft) Right Pier (ft) Left Pier Left Holdown Strap Force (#) Left Pier Right Holdown Strap Force (#) Right Pier Left Holdown Strap Force (#) Right Pier Right Holdown Strap Force (#)Name /Value (#) / D Name /Value (#) / D 1325 0 558 0 10 Shear Panel Force (plf) Stem Stem 353 Door Height (ft) = Concrete Concrete 353 Material Material Location/Name Location/Name Wall Weight (psf) Position Position 1790 1790 1397 24 1397 Left Holdown Right Holdown Stud Spacing (inches o.c.)1397 1397 Above Door (ft) = Left Strap (Name/Value (#)) Right Strap (Name/Value (#))Left Header Strap Force (#) Right Header Strap Force (#)CS16 CS16 → VALLOW = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA 4 ATRIB. (ft) = Roof DL (psf) = WUPLIFT (psf) =← VALLOW = FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L30 OF BY WIND DESIGN: WALL BRACING ANALYSES 110 22.50 2 2 C 7.00 9 3 NO YES NO NO 0.00 0.00 22.50 0.00 1.30 0.91 0.95 1.30 1.00 1.00 1.00 1.00 1.00 7.25 0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 6.13 4.50 ADJ. H (ft) LCONT. (ft)6.13 4.50 10.63 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE PLYWOOD BLOCKING OMITTED PARAPET HEEL H (ft) PARAPET H (ft) LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) 10.59 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 10.63>=10.59 O.K.TOTAL (ft) MIN. 800# HOLD- DOWN GB ON INSIDE FACE GB 4"O.C. PANEL EDGE 5 EAVE TO RIDGE H (ft) STORY HEIGHT (ft) NUMBER OF LINES CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND LA BRACED WALL INPUTS AND FACTORS WIND SPEED (mph) MEAN ROOF H (ft) NUMBER OF STORIES STORY LOCATION EXPOSURE METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG)METHOD GB (2 SIDED)METHOD GB (1 SIDED) 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm SHEET L31 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 2714 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 17.08 9.00 2x6 1.4E+06 2716 1.000 159 324 26.25 10.00 10.00 0.00 24444 51417 2 3 4 5 6 2716 1 0 0 2 3 4 5 6 V == 4156 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.6WUPLIFT (psf) ∑MOT (#-ft) ∑MR (#-ft) 1 5 24 3.00 9.00 2x6 1.4E+06 1116 0.875 372 533 2.63 10.00 10.00 0.00 10044 523 2 5 24 5.83 9.00 2x6 1.4E+06 3043 1.000 522 609 12.34 10.00 10.00 0.00 27387 3627 3 4 5 6 4159 1 CONC EXT CORNER 6 CRKD 800 2763 F CONC EXT CORNER 6 CRKD 800 2763 F 2 CONC EXT CORNER 6 CRKD 800 3844 F CONC EXT CORNER 6 CRKD 800 3844 F 3 4 5 6 TDESIGN (#) HOLDOWN T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) LEFT END RIGHT END WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM VTOTAL (#) = 0.479 6 TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 0.135 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END LA 5.5 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK- WIND FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:08 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Wind Lateral Book.xlsm CLIENT:SHEET L32 OF PROJECT:BY SEISMIC LOAD CALCULATIONS PER ASCE 7-16 *USING BASIC LOAD COMBINATIONS PER SECTION 2.4* ALL LOAD COMBINATIONS USE: 0.7*E E = Eh + Ev (EQN 12.4-1 and EQN 12.4-3) Eh = ρQE (EQN 12.4-3) ρ = 1.00 (SECTION 12.3.4.2.a) QE = V (SECTION 12.4.2.1) Ev = 0.2SDSD (EV = 0 IF SDS <= 0.125)(EQN 12.4-4a) II (TABLE 1.5-1) D (PER PROJECT SOILS REPORT OR TABLE 20.3-1)DEFAULT 22.500 (MEAN ROOF HEIGHT OF STRUCTURE) 1.032 (MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS) 0.369 (MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT A PERIOD OF 1 s) Fa =1.200 (TABLE 11.4-1) Fv =1.931 (TABLE 11.4-2) SMS = FaSs =1.238 (EQN 11.4-1) SM1 = FvS1 =0.713 (EQN 11.4-2) SDS = 2/3SMS =0.826 (EQN 11.4-3) SD1 = 2/3SM1 =0.475 (EQN 11.4-4) 1.000 (TABLE 1.5-2) 0.575 (SECTION 11.4.6) SDC BASED ON SDS =D (TABLE 11.6-1) **EXCEPTION IN SECTION 11.6 CAN BE CHECKED S1<0.75 AND Ta<0.8Ts SDC BASED ON SD1 =N/A (TABLE 11.6-2) DESIGN SDC = D (SECTION 11.6) North-South R= 6.500 East-West R= 6.500 (TABLE 12.2-1 (A.15)) 0.020 (TABLE 12.8-2) x = 0.750 (TABLE 12.8-2) 0.207 (EQN 12.8-7) TL =6.000 (TABLE 22-14) V = CSW (EQN 12.8-1) CS = SEISMIC RESPONSE COEFFICIENT (SECTION 12.8.1.1) W = EFFECTIVE SEISMIC WEIGHT (SECTION 12.7.2) North-South East-West CS = SDS/(R/IE) =0.127 CS = SDS/(R/IE) =0.127 (EQN 12.8-2) GOVERNS Csmax = SD1/(T(R/IE)) =0.354 GOVERNS Csmax = SD1/(T(R/IE)) =0.354 (EQN 12.8-3) Csmax = SD1TL/(T2(R/IE)) =10.271 Csmax = SD1TL/(T2(R/IE)) =10.271 (EQN 12.8-4) GOVERNS Csmin = 0.044*SDS*IE>=0.01 0.036 GOVERNS Csmin = 0.044*SDS*IE>=0.01 0.036 (EQN 12.8-5) Csmin = 0.5S1/(R/IE) =0.028 Csmin = 0.5S1/(R/IE) =0.028 (EQN 12.8-6) EQN 12.8-2 GOVERNS AND QE = V = 0.127 *W EQN 12.8-2 GOVERNS AND QE = V = 0.127 *W SDS SDS EV =0.165 *D 0.7*EV =0.116 *D EV =0.165 *D 0.7*EV =0.116 *D LGI HOMES GILMAN WALK - SEISMIC LA Elevation Label: PLAN B RISK CATEGORY = SITE CLASS = hn (ft) = Ss = S1 = IE= Ts= **USE TABLE 11.6-1 ALONE IF RIGID DIAPHRAGM AND T<Ts OR WHEN USING BRACING TABLES FOR IRC DESIGN Ct= Ta = Cthn x = }0.354 }0.354 }0.036 }0.036 > 0.125, THEREFORE > 0.125, THEREFORE Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm CLIENT:SHEET L33 OF PROJECT: Mass Calculations Area (ft2) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Roof 8.083 1113.66 15 16705 47 10 1900 117.243 7 3317 21921 Floor 1 9 1015 10 10150 46 10 3970 77.65 7 5763 19882 0 0 0 0 26855 5869 9080 41804 Base Shear ASD EhN-S (lb) EhN-S * 0.7 (lb) Level wx (lb) hx (ft) wxhx (lb-ft) wxhx k ∑wihi k (%) Fx N-S (lb) Fx N-S Ax (psf) 5310 3717 Roof 21921 17.1 374481 0.677 2515 2.26 Floor 1 19882 9.0 178941 0.323 1202 1.18 0 0.0 0 0.000 0 0.00 41804 553422 3717 Area (ft2) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Roof 8.083 1113.66 15 16705 48 10 1940 60.739 7 1718 20363 Floor 1 9 1015 10 10150 48 10 4100 32.41 7 2739 16989 0 0 0 0 26855 6040 4458 37352 Base Shear ASD EhE-W (lb) EhE-W * 0.7 (lb) Level wx (lb) hx (ft) wxhx (lb-ft) wxhx ∑wihi (%) Fx E-W (lb) Fx E-W Ax (psf) 4744 3321 Roof 20363 17.1 347864 0.695 2307 2.07 Floor 1 16989 9.0 152903 0.305 1014 1.00 0 0.0 0 0.000 0 0.00 37352 500766 3321 LGI HOMES GILMAN WALK - SEISMIC North-South Direction Total Weight (lb) Total Weight (lb) Redundancy Vertical Distribution of Seismic Forces for North-South Direction ρN-S 1.00 East-West Direction Level Plate Height (ft) Diaphram Exterior Walls Interior Walls Redundancy Vertical Distribution of Seismic Forces for East-West Direction ρ E-W 1.00 Level Plate Height (ft) Diaphram Exterior Walls Interior Walls Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm CLIENT:SHEET L34 OF PROJECT:BY SEISMIC LOAD CALCULATIONS PER ASCE 7-16 *USING BASIC LOAD COMBINATIONS PER SECTION 2.4* ALL LOAD COMBINATIONS USE: 0.7*E E = Eh + Ev (EQN 12.4-1 and EQN 12.4-3) Eh = ρQE (EQN 12.4-3) ρ = 1.00 (SECTION 12.3.4.2.a) QE = V (SECTION 12.4.2.1) Ev = 0.2SDSD (EV = 0 IF SDS <= 0.125)(EQN 12.4-4a) II (TABLE 1.5-1) D (PER PROJECT SOILS REPORT OR TABLE 20.3-1)DEFAULT 22.500 (MEAN ROOF HEIGHT OF STRUCTURE) 1.032 (MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS) 0.369 (MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT A PERIOD OF 1 s) Fa =1.200 (TABLE 11.4-1) Fv =1.931 (TABLE 11.4-2) SMS = FaSs =1.238 (EQN 11.4-1) SM1 = FvS1 =0.713 (EQN 11.4-2) SDS = 2/3SMS =0.826 (EQN 11.4-3) SD1 = 2/3SM1 =0.475 (EQN 11.4-4) 1.000 (TABLE 1.5-2) 0.575 (SECTION 11.4.6) SDC BASED ON SDS =D (TABLE 11.6-1) **EXCEPTION IN SECTION 11.6 CAN BE CHECKED S1<0.75 AND Ta<0.8Ts SDC BASED ON SD1 =N/A (TABLE 11.6-2) DESIGN SDC = D (SECTION 11.6) North-South R= 6.500 East-West R= 6.500 (TABLE 12.2-1 (A.15)) 0.020 (TABLE 12.8-2) x = 0.750 (TABLE 12.8-2) 0.207 (EQN 12.8-7) TL =6.000 (TABLE 22-14) V = CSW (EQN 12.8-1) CS = SEISMIC RESPONSE COEFFICIENT (SECTION 12.8.1.1) W = EFFECTIVE SEISMIC WEIGHT (SECTION 12.7.2) North-South East-West CS = SDS/(R/IE) =0.127 CS = SDS/(R/IE) =0.127 (EQN 12.8-2) GOVERNS Csmax = SD1/(T(R/IE)) =0.354 GOVERNS Csmax = SD1/(T(R/IE)) =0.354 (EQN 12.8-3) Csmax = SD1TL/(T2(R/IE)) =10.271 Csmax = SD1TL/(T2(R/IE)) =10.271 (EQN 12.8-4) GOVERNS Csmin = 0.044*SDS*IE>=0.01 0.036 GOVERNS Csmin = 0.044*SDS*IE>=0.01 0.036 (EQN 12.8-5) Csmin = 0.5S1/(R/IE) =0.028 Csmin = 0.5S1/(R/IE) =0.028 (EQN 12.8-6) EQN 12.8-2 GOVERNS AND QE = V = 0.127 *W EQN 12.8-2 GOVERNS AND QE = V = 0.127 *W SDS SDS EV =0.165 *D 0.7*EV =0.116 *D EV =0.165 *D 0.7*EV =0.116 *D LGI HOMES GILMAN WALK - SEISMIC LA Elevation Label: PLAN A RISK CATEGORY = SITE CLASS = hn (ft) = Ss = S1 = IE= Ts= **USE TABLE 11.6-1 ALONE IF RIGID DIAPHRAGM AND T<Ts OR WHEN USING BRACING TABLES FOR IRC DESIGN Ct= Ta = Cthn x = }0.354 }0.354 }0.036 }0.036 > 0.125, THEREFORE > 0.125, THEREFORE Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm CLIENT:SHEET L35 OF PROJECT: Mass Calculations Area (ft2) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Roof 8.083 965.8 15 14487 7 10 283 165.81 7 4691 19461 Floor 1 9 892 10 8920 8 10 643 135.163 7 8948 18511 0 0 0 0 23407 926 13639 37972 Base Shear ASD EhN-S (lb) EhN-S * 0.7 (lb) Level wx (lb) hx (ft) wxhx (lb-ft) wxhx k ∑wihi k (%) Fx N-S (lb) Fx N-S Ax (psf) 4823 3376 Roof 19461 17.1 332448 0.666 2249 2.33 Floor 1 18511 9.0 166602 0.334 1127 1.26 0 0.0 0 0.000 0 0.00 37972 499051 3376 Area (ft2) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Roof 8.083 965.8 15 14487 40 10 1617 65.04 7 1840 17944 Floor 1 9 892 10 8920 40 10 3417 31.66 7 2837 15174 0 0 0 0 23407 5033 4677 33118 Base Shear ASD EhE-W (lb) EhE-W * 0.7 (lb) Level wx (lb) hx (ft) wxhx (lb-ft) wxhx ∑wihi (%) Fx E-W (lb) Fx E-W Ax (psf) 4206 2945 Roof 17944 17.1 306531 0.692 2037 2.11 Floor 1 15174 9.0 136565 0.308 908 1.02 0 0.0 0 0.000 0 0.00 33118 443096 2945 LGI HOMES GILMAN WALK - SEISMIC North-South Direction Total Weight (lb) Total Weight (lb) Redundancy Vertical Distribution of Seismic Forces for North-South Direction ρN-S 1.00 East-West Direction Level Plate Height (ft) Diaphram Exterior Walls Interior Walls Redundancy Vertical Distribution of Seismic Forces for East-West Direction ρ E-W 1.00 Level Plate Height (ft) Diaphram Exterior Walls Interior Walls Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm CLIENT:SHEET L36 OF PROJECT:BY SEISMIC LOAD CALCULATIONS PER ASCE 7-16 *USING BASIC LOAD COMBINATIONS PER SECTION 2.4* ALL LOAD COMBINATIONS USE: 0.7*E E = Eh + Ev (EQN 12.4-1 and EQN 12.4-3) Eh = ρQE (EQN 12.4-3) ρ = 1.00 (SECTION 12.3.4.2.a) QE = V (SECTION 12.4.2.1) Ev = 0.2SDSD (EV = 0 IF SDS <= 0.125)(EQN 12.4-4a) II (TABLE 1.5-1) D (PER PROJECT SOILS REPORT OR TABLE 20.3-1)DEFAULT 22.500 (MEAN ROOF HEIGHT OF STRUCTURE) 1.032 (MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS) 0.369 (MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT A PERIOD OF 1 s) Fa =1.200 (TABLE 11.4-1) Fv =1.931 (TABLE 11.4-2) SMS = FaSs =1.238 (EQN 11.4-1) SM1 = FvS1 =0.713 (EQN 11.4-2) SDS = 2/3SMS =0.826 (EQN 11.4-3) SD1 = 2/3SM1 =0.475 (EQN 11.4-4) 1.000 (TABLE 1.5-2) 0.575 (SECTION 11.4.6) SDC BASED ON SDS =D (TABLE 11.6-1) **EXCEPTION IN SECTION 11.6 CAN BE CHECKED S1<0.75 AND Ta<0.8Ts SDC BASED ON SD1 =N/A (TABLE 11.6-2) DESIGN SDC = D (SECTION 11.6) North-South R= 6.500 East-West R= 6.500 (TABLE 12.2-1 (A.15)) 0.020 (TABLE 12.8-2) x = 0.750 (TABLE 12.8-2) 0.207 (EQN 12.8-7) TL =6.000 (TABLE 22-14) V = CSW (EQN 12.8-1) CS = SEISMIC RESPONSE COEFFICIENT (SECTION 12.8.1.1) W = EFFECTIVE SEISMIC WEIGHT (SECTION 12.7.2) North-South East-West CS = SDS/(R/IE) =0.127 CS = SDS/(R/IE) =0.127 (EQN 12.8-2) GOVERNS Csmax = SD1/(T(R/IE)) =0.354 GOVERNS Csmax = SD1/(T(R/IE)) =0.354 (EQN 12.8-3) Csmax = SD1TL/(T2(R/IE)) =10.271 Csmax = SD1TL/(T2(R/IE)) =10.271 (EQN 12.8-4) GOVERNS Csmin = 0.044*SDS*IE>=0.01 0.036 GOVERNS Csmin = 0.044*SDS*IE>=0.01 0.036 (EQN 12.8-5) Csmin = 0.5S1/(R/IE) =0.028 Csmin = 0.5S1/(R/IE) =0.028 (EQN 12.8-6) EQN 12.8-2 GOVERNS AND QE = V = 0.127 *W EQN 12.8-2 GOVERNS AND QE = V = 0.127 *W SDS SDS EV =0.165 *D 0.7*EV =0.116 *D EV =0.165 *D 0.7*EV =0.116 *D LGI HOMES GILMAN WALK - SEISMIC LA Elevation Label: PLAN C RISK CATEGORY = SITE CLASS = hn (ft) = Ss = S1 = IE= Ts= **USE TABLE 11.6-1 ALONE IF RIGID DIAPHRAGM AND T<Ts OR WHEN USING BRACING TABLES FOR IRC DESIGN Ct= Ta = Cthn x = }0.354 }0.354 }0.036 }0.036 > 0.125, THEREFORE > 0.125, THEREFORE Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm CLIENT:SHEET L37 OF PROJECT: Mass Calculations Area (ft2) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Roof 8.083 1304.5 15 19568 54 10 2182 122.65 7 3470 25220 Floor 1 9 1218.9 10 12189 56 10 4702 28.99 7 4383 21274 0 0 0 0 31757 6885 7853 46494 Base Shear ASD EhN-S (lb) EhN-S * 0.7 (lb) Level wx (lb) hx (ft) wxhx (lb-ft) wxhx k ∑wihi k (%) Fx N-S (lb) Fx N-S Ax (psf) 5905 4134 Roof 25220 17.1 430829 0.692 2862 2.19 Floor 1 21274 9.0 191470 0.308 1272 1.04 0 0.0 0 0.000 0 0.00 46494 622299 4134 Area (ft2) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Total Length (ft) Load (psf) Weight (lb) Roof 8.083 1304.5 15 19568 48 10 1940 107.083 7 3029 24537 Floor 1 9 1218.9 10 12189 48 10 4100 46.576 7 4497 20785 0 0 0 0 31757 6040 7526 45322 Base Shear ASD EhE-W (lb) EhE-W * 0.7 (lb) Level wx (lb) hx (ft) wxhx (lb-ft) wxhx ∑wihi (%) Fx E-W (lb) Fx E-W Ax (psf) 5757 4030 Roof 24537 17.1 419163 0.691 2786 2.14 Floor 1 20785 9.0 187069 0.309 1243 1.02 0 0.0 0 0.000 0 0.00 45322 606232 4030 LGI HOMES GILMAN WALK - SEISMIC North-South Direction Total Weight (lb) Total Weight (lb) Redundancy Vertical Distribution of Seismic Forces for North-South Direction ρN-S 1.00 East-West Direction Level Plate Height (ft) Diaphram Exterior Walls Interior Walls Redundancy Vertical Distribution of Seismic Forces for East-West Direction ρ E-W 1.00 Level Plate Height (ft) Diaphram Exterior Walls Interior Walls Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L38 OF BY SHEAR DISTANCE UNIFORM START STOP # FT PLF FT FT 2ND FLOOR 1096 0.000 1204 24.000 1ST FLOOR 1ST FLOOR 1ST FLOOR PROJECT:GILMAN WALK - SEISMIC LA LINE CALLOUT % CANT.SEISMIC DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # SEISMIC LOAD SEISMIC DEPTH PARALLEL TO DIRECTION PSF TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # A 24.000 2.26 33.500 2.26 45.000 5.333 1096 1204 159 102 5.333 24.000 FT SHEAR (#) CHORD (#) 1096 0 76 0.000 0 STORY CALC DESCRIPTION 0 12040B 0.00% 45.000 1204 1663 1663 83 52 5.333 24.000 0 A 24.000 #A ABOVE 1.18 33.500 #B ABOVE 1.18 44.000 1663 0 40 0.000 5.333 0 STORY CALC DESCRIPTION 18220B 0.00% 44.000 1822 0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L39 OF BY SHEAR DISTANCE UNIFORM START STOP # FT PLF FT FT 2ND FLOOR 1020 0.000 1076 20.000 1ST FLOOR 1ST FLOOR 1ST FLOOR PROJECT:GILMAN WALK - SEISMIC LA LINE CALLOUT % CANT.SEISMIC DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # SEISMIC LOAD SEISMIC DEPTH PARALLEL TO DIRECTION PSF TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # C 20.000 2.33 43.000 2.33 48.000 12.000 1020 1076 108 112 12.000 20.000 FT SHEAR (#) CHORD (#) 1020 0 100 0.000 0 STORY CALC DESCRIPTION 0 10760D 0.00% 48.000 1076 1558 1558 59 51 10.000 12.000 0 C 20.000 #C ABOVE 1.26 42.160 #D ABOVE 1.26 40.000 1558 1.26 46.000 58 12.000 20.000 53 0.000 10.000 0 STORY CALC DESCRIPTION 16370D 0.00% 46.000 1637 0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L40 OF BY SHEAR DISTANCE UNIFORM START STOP # FT PLF FT FT 2ND FLOOR 1368 0.000 1254 24.000 29.20715 24.000 1ST FLOOR 1ST FLOOR 1ST FLOOR PROJECT:GILMAN WALK - SEISMIC LA LINE CALLOUT % CANT.SEISMIC DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # SEISMIC LOAD SEISMIC DEPTH PARALLEL TO DIRECTION PSF TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # E 24.000 2.19 54.000 2.19 48.000 10.625 1368 1368 146 105 10.625 18.750 24.000 FT SHEAR (#) CHORD (#) 1368 2.19 44.000 97 18.750 118 0.000 0 STORY CALC DESCRIPTION 0 12540F 0.00% 54.000 1254 2017 2017 69 50 10.625 18.750 0 E 24.000 #E ABOVE 1.04 54.000 #F ABOVE 1.04 48.000 2017 #PORCH 1.04 42.000 44 18.750 24.000 56 0.000 10.625 0 STORY CALC DESCRIPTION 18690F 0.00% 54.000 1869 0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L41 OF BY SHEAR DISTANCE UNIFORM START STOP # FT PLF FT FT 2ND FLOOR 1102 0.000 1ST FLOOR 294 0.000 1007 19.500 18.60724 19.500 1ST FLOOR 1ST FLOOR PROJECT:GILMAN WALK - SEISMIC LA LINE CALLOUT % CANT.SEISMIC DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # SEISMIC LOAD SEISMIC DEPTH PARALLEL TO DIRECTION PSF TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # 1 45.000 2.07 24.000 2.07 18.625 33.500 1102 1102 509 39 33.500 45.000 FT SHEAR (#) CHORD (#) 1102 0 50 0.000 0 STORY CALC DESCRIPTION 0 100702 0.00% 24.000 1007 1396 1396 75 0 0 1 24.500 #1 ABOVE 1.00 24.000 1396 0 24 0.000 24.500 0 STORY CALC DESCRIPTION 29401.5* 0.00% 24.000 294 512 833 42 19 9.000 19.500 0 0 24 0.000 9.000 0 1.5 19.500 #1.5*1.00 24.000 #2 ABOVE 1.00 18.625 512 #PAST 2 STORY CALC DESCRIPTION 121802 0.00% 24.000 1218 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L42 OF BY SHEAR DISTANCE UNIFORM START STOP # FT PLF FT FT 84.3648 43.000 2ND FLOOR 907 0.000 991 42.000 61.04367 42.000 1ST FLOOR 1ST FLOOR 1ST FLOOR PROJECT:GILMAN WALK - SEISMIC LA LINE CALLOUT % CANT.SEISMIC DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # SEISMIC LOAD SEISMIC DEPTH PARALLEL TO DIRECTION PSF TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # 3 43.000 #PAST 4 2.11 20.000 43.000 907 907 487 0 FT SHEAR (#) CHORD (#) 907 0 42 0.000 0 STORY CALC DESCRIPTION 0 99104 0.00% 20.000 991 1334 1334 224 0 0 3 42.000 #3 ABOVE 1.02 20.000 #4 ABOVE 1334 #PAST 4 0 20 0.000 42.000 0 STORY CALC DESCRIPTION 148004 0.00% 20.000 1480 0 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L43 OF BY SHEAR DISTANCE UNIFORM START STOP # FT PLF FT FT 136.1591 0.000 2ND FLOOR 65 0.000 1365 0.000 1ST FLOOR 298 0.000 1187 19.500 125.478 19.500 1ST FLOOR 1ST FLOOR PROJECT:GILMAN WALK - SEISMIC LA LINE CALLOUT % CANT.SEISMIC DESIGN SHEAR DIAPHRAGM CLIENT:LGI HOMES NEXT LINE FROM NEXT CHORD DIST. FT SOURCE LINE NEXT LINE # SEISMIC LOAD SEISMIC DEPTH PARALLEL TO DIRECTION PSF TARGET LINE TO TARGET LINE SPACING FT POINT SHEAR FROM OTHER LINES UNIFORM LOADS BETWEEN TARGET LINE AND NEXT LINE TARGET LINE # 5 48.000 #BEFORE 5 2.14 24.000 2.14 18.750 44.000 1365 1365 613 40 44.000 48.000 FT SHEAR (#) CHORD (#) 1365 0 51 0.000 0 STORY CALC DESCRIPTION 0 118706 0.00% 24.000 1187 1711 1711 67 28 13.166 22.500 0 5 22.500 #BEFORE 5 1.02 24.000 #5 ABOVE 1.02 27.000 1711 0 24 0.000 13.166 0 STORY CALC DESCRIPTION 29805.5* 0.00% 24.000 298 537 1074 48 0 0 0 24 0.000 19.500 0 5.5 19.500 #5.5*1.02 24.000 #6 ABOVE 537 #PAST 6 STORY CALC DESCRIPTION 155106 0.00% 24.000 1551 0 0 0 0 0 0 0 STORY CALC DESCRIPTION 00 0.00% 0 0 0 Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L44 OF BY WALL BRACING ANALYSES D2 2 1 45 8 10 15 NO YES NO 24.00 0.00 11.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP L (ft) 13.00 3.75 14.00 ADJ. H (ft) LCONT. (ft)13.00 3.50 14.00 30.50 D2 2 1 45 8 10 15 NO YES NO 24.00 0.00 11.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 10.50 15.16 ADJ. H (ft) LCONT. (ft)10.50 15.16 25.66 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) A BRACED WALL INPUTS AND FACTORS WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) NO NO 11.25 1.00 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 30.500>=11.250 O.K. TOTAL (ft) B BRACED WALL INPUTS AND FACTORS SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL REQUIRED LENGTH (ft) NO NO 11.25 STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) 1.00 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 25.660>=11.250 O.K. TOTAL (ft) SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) BRACED WALL INPUTS AND FACTORS WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD BV-WSP METHOD BV-WSP FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG) 3rd FLOORBASEMENT METHOD BV-WSP METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD GB (2 SIDED)METHOD GB (1 SIDED) Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L45 OF BY WALL BRACING ANALYSES D2 2 1 43 8 10 15 NO YES NO 20.00 0.00 10.75 1.00 1.00 1.00 1.00 1.00 1.00 1.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP L (ft) 12.00 11.25 ADJ. H (ft) LCONT. (ft)12.00 11.25 5.63 28.88 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) C BRACED WALL INPUTS AND FACTORS WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) NO NO 10.75 1.00 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 28.875>=10.750 O.K. TOTAL (ft) BRACED WALL INPUTS AND FACTORS SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL REQUIRED LENGTH (ft) STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) BRACED WALL INPUTS AND FACTORS WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD BV-WSP METHOD BV-WSP FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG) 3rd FLOORBASEMENT METHOD BV-WSP METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD GB (2 SIDED)METHOD GB (1 SIDED) Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L46 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1076 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 6.00 8.08 2x6 1.4E+06 522 1.000 87 232 10.38 10.00 15.00 0.12 4241 4256 2 3 24 6.33 8.08 2x6 1.4E+06 557 1.000 88 232 13.00 10.00 15.00 0.12 4532 5531 3 4 5 6 1079 1 400 41 400 41 2 400 0 400 0 3 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 LA D VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.070 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L47 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1368 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 24.75 8.08 2x6 1.4E+06 1386 1.000 56 232 13.00 10.00 15.00 0.12 11659 84472 2 3 4 5 6 1386 1 0 0 2 3 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 LA E VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.042 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L48 OF BY WALL BRACING ANALYSES D2 2 1 48 8 10 15 NO YES NO 24.00 0.00 12.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD WSP WSP WSP WSP WSP L (ft) 4.00 3.75 9.00 13.67 5.67 ADJ. H (ft) LCONT. (ft)4.00 3.50 9.00 13.67 5.67 35.84 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 WALL # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 METHOD L (ft) ADJ. H (ft) LCONT. (ft)0.00 CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) F BRACED WALL INPUTS AND FACTORS WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) NO NO 12.00 1.00 LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) 35.840>=12.000 O.K. TOTAL (ft) BRACED WALL INPUTS AND FACTORS SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL REQUIRED LENGTH (ft) STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) SDC NUMBER OF STORIES STORY LOCATION LINE LENGTH (ft) STORY HEIGHT (ft) BRACED WALL INPUTS AND FACTORS WALL DL (psf) ROOF/ CEILING DL (psf) STONE/ MASONRY VENEER, ALL STONE/ MASONRY VENEER, BV-WSP STONE/ MASONRY VENEER, WSP, CS- WSP GB ON INSIDE FACE WSP/CS- WSP NOT BLOCKE LINE SPACING 1 (ft) LINE SPACING 2 (ft) REQUIRED LENGTH (ft) LENGTH OF BRACING PROVIDED, ADJACENT HEIGHT & CONTRIBUTING LENGTH FOR EACH METHOD (ft) NOT PERMITTEDTOTAL (ft) METHOD CS-WSP (INCLUDES CS-G & CS-PF) FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD WSP (INCLUDES ABW, PFH & PFG) METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG) 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT METHOD BV-WSP METHOD BV-WSP FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR METHOD CS-WSP (INCLUDES CS-G & CS-PF)METHOD WSP (INCLUDES ABW, PFH & PFG) 3rd FLOORBASEMENT METHOD BV-WSP METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD GB (2 SIDED)METHOD GB (1 SIDED) METHOD GB (2 SIDED)METHOD GB (1 SIDED) Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L49 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1663 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.50 9.00 2x6 1.4E+06 1034 1.000 53 232 1.00 10.00 10.00 0.12 9328 19013 2 3 24 6.50 9.00 2x6 1.4E+06 325 1.000 50 232 1.00 10.00 10.00 0.12 2927 2113 3 3 24 6.50 9.00 2x6 1.4E+06 325 1.000 50 232 1.00 10.00 10.00 0.12 2927 2113 4 5 6 1684 1 400 0 400 0 2 400 15 400 15 3 400 15 400 15 4 5 6 V == 1822 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.00 9.00 2x6 1.4E+06 1824 1.000 96 232 2.00 10.00 10.00 0.12 16458 19855 2 3 4 5 6 1824 1 239 239 2 3 4 5 6 LA A VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.045 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC B TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = 0.081 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L50 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1558 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.00 9.00 2x6 1.4E+06 1558 1.000 82 232 2.00 10.00 10.00 0.12 14064 19855 2 3 4 5 6 1558 1 113 113 2 3 4 5 6 V == 1637 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 6.00 9.00 2x6 1.4E+06 426 1.000 71 232 2.00 10.00 10.00 0.12 3838 1980 2 3 24 16.00 9.00 2x6 1.4E+06 1216 1.000 76 232 2.00 10.00 10.00 0.12 10974 14080 3 4 5 6 1642 1 400 202 400 202 2 400 0 400 0 3 4 5 6 LA C VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.069 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC D TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = 0.065 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L51 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 2017 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 19.00 9.00 2x6 1.4E+06 2033 1.000 107 232 2.00 10.00 10.00 0.12 18339 19855 2 3 4 5 6 2033 1 400 98 400 98 2 3 4 5 6 V == 1869 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 6.67 9.00 2x6 1.4E+06 613 1.000 92 232 1.00 10.00 10.00 0.12 5520 2222 2 3 24 8.00 9.00 2x6 1.4E+06 752 1.000 94 232 1.00 10.00 10.00 0.12 6772 3200 3 3 24 5.67 9.00 2x6 1.4E+06 516 1.000 91 232 1.00 10.00 10.00 0.12 4646 1607 4 5 6 1881 1 800 148 800 148 2 800 126 800 126 3 800 169 800 169 4 5 6 LA E VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.090 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC F TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = 0.083 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L52 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1102 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 4.00 8.08 2x6 1.4E+06 312 0.998 78 231 2.00 10.00 15.00 0.12 2523 886 2 3 24 6.63 8.08 2x6 1.4E+06 544 1.000 82 232 2.00 10.00 15.00 0.12 4401 2435 3 3 24 3.33 8.08 2x6 1.4E+06 253 0.947 76 220 2.00 10.00 15.00 0.12 2046 615 4 5 6 1109 1 800 18 800 18 2 800 0 800 0 3 800 23 800 23 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 LA 1 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.065 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L53 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 1007 # 1249 # 2.00 15.00 0.12 1249 # 1.083 →→ ←← 5.000 →→ ←← 2.000 → → → ← ← ← 5.000 5.000 3.000 D =####### in CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA 2 → VALLOW = Left Header Strap Force (#) Stud Spacing (inches o.c.) Right Header Strap Force (#)CS20 ATRIB. (ft) = Roof DL (psf) = 0.7*0.2*SDS =← VALLOW = CS20 Top Pier (ft) = 787 24 472 Left Strap (Name/Value (#)) Right Strap (Name/Value (#)) Material Material Wall Weight (psf) 1082 1082 787 472 Left Holdown Right Holdown Window (ft) = Location Location 10 Stem Stem 787 472 787 472 Position Position Left Sill Strap Force (#) Right Sill Strap Force (#) Left Holdown Strap Force (#) Max. Shear Panel Force (plf) Right Holdown Strap Force (#)Bottom Pier (ft) = Concrete Concrete Name / Value (#) / D Name / Value (#) / D Left Restraint (#) Right Restraint (#)Left Pier (ft) = Window (ft) = Right Pier (ft) = 800 800 250 250 101 252 0 0.000 0.000 0 252 101 252 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf)) 3 FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L54 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 907 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 5.00 8.08 2x6 1.4E+06 330 1.000 66 232 22.50 10.00 15.00 0.12 2699 5229 2 3 24 4.00 8.08 2x6 1.4E+06 256 0.998 64 231 22.50 10.00 15.00 0.12 2089 3346 3 3 24 5.00 8.08 2x6 1.4E+06 330 1.000 66 232 22.50 10.00 15.00 0.12 2699 5229 4 5 6 916 1 0 0 2 20 20 3 0 0 4 5 6 V == 991 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 3.75 8.08 2x6 1.4E+06 461 0.981 123 227 22.50 10.00 15.00 0.12 3743 2941 2 3 24 4.25 8.08 2x6 1.4E+06 531 1.000 125 232 22.50 10.00 15.00 0.12 4314 3778 3 4 5 6 992 1 800 48 800 48 2 800 2 800 2 3 4 5 6 LA 3 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.053 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 4 TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = 0.103 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L55 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 1365 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 9.13 8.08 2x6 1.4E+06 931 1.000 102 232 2.00 10.00 15.00 0.12 7532 4618 2 3 24 4.50 8.08 2x6 1.4E+06 437 1.000 97 232 2.00 10.00 15.00 0.12 3533 1122 3 4 5 6 1368 1 800 42 800 42 2 800 156 800 156 3 4 5 6 V == 1187 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 6.83 8.08 2x6 1.4E+06 594 1.000 87 232 2.00 10.00 15.00 0.12 4805 2584 2 3 24 6.83 8.08 2x6 1.4E+06 594 1.000 87 232 2.00 10.00 15.00 0.12 4805 2584 3 4 5 6 1188 1 400 236 400 236 2 400 236 400 236 3 4 5 6 LA 5 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.079 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 6 TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = 0.069 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L56 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 1396 # 1586 # 12.25 10.00 0.12 1586 # 1.000 →→ ←← 5.000 →→ ←← 3.000 → → → ← ← ← 4.000 5.000 5.914 D =####### in CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA 1 → VALLOW = Left Header Strap Force (#) Stud Spacing (inches o.c.) Right Header Strap Force (#)CS20 ATRIB. (ft) = Roof DL (psf) = 0.7*0.2*SDS =← VALLOW = CS20 Top Pier (ft) = 483 24 714 Left Strap (Name/Value (#)) Right Strap (Name/Value (#)) Material Material Wall Weight (psf) 1082 1082 483 714 Left Holdown Right Holdown Window (ft) = Location Location 10 Stem Stem 483 714 483 714 Position Position Left Sill Strap Force (#) Right Sill Strap Force (#) Left Holdown Strap Force (#) Max. Shear Panel Force (plf) Right Holdown Strap Force (#)Bottom Pier (ft) = Concrete Concrete Name / Value (#) / D Name / Value (#) / D Left Restraint (#) Right Restraint (#)Left Pier (ft) = Window (ft) = Right Pier (ft) = 0 0 250 250 250 239 0 0.000 0.000 0 239 250 252 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf)) 3 FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L57 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 512 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 7.00 9.00 2x6 1.4E+06 238 1.000 34 232 27.50 7.00 10.00 0.12 2220 8281 2 3 24 8.08 9.00 2x6 1.4E+06 275 1.000 34 232 27.50 7.00 10.00 0.12 2579 11033 3 4 5 6 513 1 0 0 2 0 0 3 4 5 6 V == # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 2 3 4 5 6 1 2 3 4 5 6 LA 1.5 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.030 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L58 OF BY LATERAL LOAD ANALYSIS: APA PORTAL FRAME PER TT-100F V == 1218 # 1339 # 1.160 7.923 9.083 D =0.390 in CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA 2 VALLOW = Specific Gravity SG Reduction 1.333 APA PORTAL FRAME PER TT-100F Number of Piers Door Height (ft) = Pier Height (ft) = Left Pier (ft) 2 0.420 0.92 Beam Height (ft) = FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L59 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 1334 # 1486 # 10.25 10.00 0.12 1486 # 1.000 →→ ←← 5.000 →→ ←← 3.000 → → → ← ← ← 1.958 5.000 2.926 D =####### in CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA 3 → VALLOW = Left Header Strap Force (#) Stud Spacing (inches o.c.) Right Header Strap Force (#)CS20 ATRIB. (ft) = Roof DL (psf) = 0.7*0.2*SDS =← VALLOW = CS20 Top Pier (ft) = 678 24 1013 Left Strap (Name/Value (#)) Right Strap (Name/Value (#)) Material Material Wall Weight (psf) CONC CONC 1082 1082 678 1013 Left Holdown Right Holdown EXT EXT Window (ft) = Location Location 10 Stem Stem 678 1013 6 6 678 1013 Position Position Left Sill Strap Force (#) Right Sill Strap Force (#)CORNER CORNER Left Holdown Strap Force (#) Max. Shear Panel Force (plf) Right Holdown Strap Force (#)D D Bottom Pier (ft) = Concrete Concrete CRKD CRKD Name / Value (#) / D Name / Value (#) / D Left Restraint (#) Right Restraint (#)Left Pier (ft) = Window (ft) = Right Pier (ft) = 800 800 2048 2048 565 338 0 0.114 0.114 0 338 565 PLYWOOD 338 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf)) 4 FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L60 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 1480 # 1623 # 10.00 10.00 0.116 1623 # →→ 2.000 ←← CONC CONC CONC CONC EXT EXT EXT EXT CORNER ENDWALL ENDWALL CORNER 6 6 6 6 →7.000 ← CRKD CRKD CRKD CRKD D D D D → →→ → 2048 1281 1281 2048 ← ←← ← 0.114 0.114 0.114 0.114 D =####### in → VALLOW = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA 4 ATRIB. (ft) = Roof DL (psf) = 0.7*0.2*SDS =← VALLOW = Left Strap (Name/Value (#)) Right Strap (Name/Value (#))Left Header Strap Force (#) Right Header Strap Force (#)CS16 CS16 1790 1790 1339 24 1339 0 0 Stud Spacing (inches o.c.)1339 1339 Above Door (ft) = Material Material Location/Name Location/Name Wall Weight (psf) Position Position 10 Shear Panel Force (plf) Stem Stem 338 Door Height (ft) = Concrete Concrete 338 Left Pier Left Holdown Strap Force (#) Left Pier Right Holdown Strap Force (#) Right Pier Left Holdown Strap Force (#) Right Pier Right Holdown Strap Force (#)Name /Value (#) / D Name /Value (#) / D 1362 0 605 0 0 848 0 1120 Left Restraint (#) Right Restraint (#)Left Pier (ft) Door Width (ft) Right Pier (ft) 800 800 2.250 8.000 3.080 4 2 338 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf))Story Location FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L61 OF BY LATERAL LOAD ANALYSIS: FORCE TRANSFER AROUND OPENINGS (FTAO) SDPWS 4.3.5.2 V == 1711 # 1749 # 11.25 10.00 0.12 1749 # 1.000 →→ ←← 5.000 →→ ←← 3.000 → → → ← ← ← 6.125 5.000 4.500 D =####### in CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC LA 5 → VALLOW = Left Header Strap Force (#) Stud Spacing (inches o.c.) Right Header Strap Force (#)CS20 ATRIB. (ft) = Roof DL (psf) = 0.7*0.2*SDS =← VALLOW = CS20 Top Pier (ft) = 726 24 533 Left Strap (Name/Value (#)) Right Strap (Name/Value (#)) Material Material Wall Weight (psf) 1082 1082 726 533 Left Holdown Right Holdown Window (ft) = Location Location 10 Stem Stem 726 533 726 533 Position Position Left Sill Strap Force (#) Right Sill Strap Force (#) Left Holdown Strap Force (#) Max. Shear Panel Force (plf) Right Holdown Strap Force (#)Bottom Pier (ft) = Concrete Concrete Name / Value (#) / D Name / Value (#) / D Left Restraint (#) Right Restraint (#)Left Pier (ft) = Window (ft) = Right Pier (ft) = 800 800 250 250 0 252 0 0.000 0.000 0 252 0 252 Left Uplift from Above (#) Right Uplift from Above (#) 0 0 Type of Shear (Wall/Value (plf)) 3 FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOORBASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm SHEET L62 OF BY LATERAL LOAD ANALYSIS: SEGMENTED SHEAR WALLS SDPWS 4.3.5.1 V == 537 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 17.08 9.00 2x6 1.4E+06 547 1.000 32 232 26.25 10.00 10.00 0.12 5366 51417 2 3 4 5 6 547 1 0 0 2 3 4 5 6 V == 1551 # WALL n Wall Type Studs (in o.c.) 2 SIDED Ln (ft) hn (ft) Wall Width Chord En (psi) D (in) Vdesign (#)CWSP vdesign (plf) vallow (plf) ATRIB. (ft) WWALL (psf) DL (psf) 0.7* 0.2*SDS ∑MOT (#-ft) ∑MR (#-ft) 1 3 24 3.00 9.00 2x6 1.4E+06 420 0.875 140 203 2.63 10.00 10.00 0.12 3781 523 2 3 24 5.83 9.00 2x6 1.4E+06 1137 1.000 195 232 12.34 10.00 10.00 0.12 10257 3627 3 4 5 6 1557 1 CONC EXT CORNER 6 CRKD 800 676 D CONC EXT CORNER 6 CRKD 800 676 D 2 CONC EXT CORNER 6 CRKD 800 906 D CONC EXT CORNER 6 CRKD 800 906 D 3 4 5 6 LA 5.5 VTOTAL (#) = CLIENT: LGI HOMES PROJECT: GILMAN WALK - SEISMIC 0.027 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC 6 TDESIGN (#) HOLDOWNLOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) T2nd FLOOR (#) CONCRETE VTOTAL (#) = 0.259 WALL n WOOD/ CONC LOCATION OR NAME POSITION STEM LEFT END RIGHT END T2nd FLOOR (#) CONCRETE WINT.WALL (#) T2nd FLOOR (#) TDESIGN (#) HOLDOWN WOOD/ CONC LOCATION OR NAME POSITION STEM CONCRETE WINT.WALL (#) TDESIGN (#) HOLDOWN FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR FRONT-BACK SIDE-SIDE 1st FLOOR 2nd FLOOR 3rd FLOOR 3rd FLOOR BASEMENT BASEMENT Printed by Larissa.Anaya on 09/21/2021 at 12:17 Z:\N_Z\Washington Office\LGI Homes\Gilman Walk - North\FourPlex\00-Engineering\Fourplex- ASCE7-16 Seismic Lateral Book.xlsm PLAN REVIEW FEE PERMIT FEE TRAFFIC MITIGATION STATE FEE PRO/TECH FEE TOTALS % SF Const Type Occupancy IBC/BVD Valuation VB 1,543.10$ 2,374.00$ 754.62$ 6.50$ 25.00$ 4,703.22$ 47.13% Main Floor 588 R3 Upper Floor 932 R3 Total Living Space 1520 148.33$ sf 225,461.60$ 362 U 59.88$ sf 21,676.56$ RIALTO - Plan C VB 1,731.03$ 2,663.12$ 754.62$ 2.00$ -$ 5,150.77$ 52.87% Main Floor 621 R3 Upper Floor 1098 R3 Total Living Space 1719 148.33$ sf 254,979.27$ 372 U 59.88$ sf 22,275.36$ 277,254.63$ Total Valuation 524,392.79$ 3,274.13$ 5,037.12$ 1,509.24$ 8.50$ 25.00$ 9,853.99$ 100% Plan Review Fee 3,274.13$ DUE AT TIME OF SUBMITTAL Permit Fee 5,037.12$ Processing/Tech Fee 25.00$ State Fee 8.50$ Traffic Mitigation 1,509.24$ 754.62$ x 2 ($141,358.55 Credit) Mini Park -$ Provided with the Plat Community Park -$ Tract P and Tract Q dedication SEE DEVELOPER'S AGREEMENT TOTAL FEES 9,853.99$ 6,579.86$ DUE AT PERMIT ISSUANCE Arlington School Impact fees 7,622.00$ 3,811.00$ x 2 PAID PRIOR TO METER SET Utility Fees 25,266.00$ 12,633.00$ x 2 DUPLEX PERMIT FEES GILMAN WALK DUPLEX PERMIT FEES