HomeMy WebLinkAbout8508 E Gilman Ave_BLD4590_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:
BLD4590 Residential Single Family
8508 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 B- 1520 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.
6.0 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 3 2 2 12.0 3.36
0.28 1 5 5 25.0 7.00
0.28 1 3 5 15.0 4.20
0.28 1 3 6 8 20.0 5.60
0.28 3 5 5 75.0 21.00
0.28 2 2 2 8.0 2.24
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 B
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 233.8 65.46
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
233.8 65.46Total 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) 1,520
Average Ceiling Height Conditioned Volume
Instructions Average Ceiling Height (ft) 9.0 13,680
Glazing and Doors U-Factor X Area = UA
Instructions 0.280 234 65.52
Skylights U-Factor X Area = UA
Instructions 0.50 ---
Insulation
Attic U-Factor X Area = UA
Instructions 0.026 932 24.23
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 2,300 128.80
Floors U-Factor X Area UA
Instructions 0.025 362 9.05
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 0.360 140 50.40
Location of Ducts
Instructions Duct Leakage Coefficient
1.00
Sum of UA 278.00
Envelope Heat Load 13,066 Btu / Hour
Sum of UA x ∆T
Air Leakage Heat Load 6,944 Btu / Hour
Volume x 0.6 x ∆T x 0.018
Building Design Heat Load 20,010 Btu / Hour
Air leaka e + envelo e heat los
Building and Duct Heat Load 20,010 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 25,013 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 B 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