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Report by StructSuite (sample report — not a real submittal) · Issued August 9, 2026 · Fingerprint sample-report-not-a-submittal

Structural Calculation Report

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Structural calculations

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Structural calculation report cover sheetStructSuite v20261018.2322

Table of contents

Dead & Live Loads — Roof, Ceiling & 2nd Floor

Dead & Live Loads

ASCE 7-22 — Minimum Design Loads

Dead loads in this project

Asphalt shingles2.00
Plywood (per 1/8 in thickness) (0.5 in total)1.60
Rigid insulation, 1/2 in0.75
2 x 8, 16 in spacing (psf)6.00
Total dead load D10.35 psf
Gypsum board (per 1/8 in thickness) (0.5 in total)2.20
Mechanical duct allowance4.00
Suspended steel channel system2.00
2 x 6, 16 in spacing (psf)5.00
Total dead load D13.20 psf
Floor 1
Gypsum board (per 1/8 in thickness) (0.5 in total)2.20
Mechanical duct allowance4.00
Hardwood flooring, 7/8 in4.00
Subflooring, 3/4 in3.00
2 x 10, 16 in spacing (psf)6.00
Total dead load D19.20 psf
Wood or steel studs, 1/2 in gypsum board each side8.00
Total dead load D8.00 psf
2 x 6 @ 16 in, 5/8 in gypsum, insulated, 3/8 in siding12.00
Total dead load D12.00 psf

Live loads in this project

Selected live loads
Floor — living and similar areas40 (1.92)
Floor — sleeping areas30 (1.44)
Roof — ordinary (Lr basis)20 (0.96)
Ceiling joist / uninhabitable attic (no storage)10 (0.48)
Uninhabitable attic (with storage)20 (0.96)
Stairs — one- and two-family40 (1.92)
Balconies and decks1.5 times the live load for the area served. Not required to exceed 100 psf (4.79 kN/m2)
Handrails / guards (residential)See Section 4.5.1
Seismic Loads — Base Shear & Story Forces

Steps to Determine Seismic Loads — EQUIVALENT LATERAL FORCE (ELF) PROCEDURE

ASCE 7-22 Section 12.8

Wind Loads — MWFRS Design Pressures

Steps to Determine Wind Loads on MWFRS

ASCE 7-22 Tables 27.2-1, 28.2-1

Beam B-1 — 2nd Floor @ Grid B/2–B/3

Wood beam — Design per 2024 NDS

National Design Specification for Wood Construction

Connection type

Hanger type

Fastener type

Supporting member (header, beam, girder, or ledger)

Floor Joists FJ-1 — 2nd Floor, Grid 1–3

Floor/Ceiling Joist & Rafter — Design per 2024 IBC

International Building Code Chapter 23 — prescriptive span tables (Tables 2308.8 & 2308.11), plus Trus Joist® TJI® engineered I-joist spans

Connection type

Hanger type

Fastener type

Supporting member (header, beam, girder, or ledger)

Post P-2 — 1st Floor @ Grid C/2

Wood column — Design per 2024 NDS

NDS 2024 Ch. 3 — Solid columns (3.6.2.1) per Section 3.7

Shear Wall SW-1 — Line A, 1st Floor

Wood-Frame Shear Wall — Design per SDPWS 2021

Special Design Provisions for Wind and Seismic

Footing F-1 — Steel Column @ Grid C/3

Isolated & Strip Footing Design

ACI 318-25 & ASCE 7-22

Retaining Wall RW-1 — East Property Line

Cantilever retaining wall — Design per ACI 318-25 & IBC 2024

ACI 318-25, IBC 2024 §1807.2 & ASCE 7-22

Page numbers show where each section starts in the printed report.

Structural Calculation Report

Report by StructSuite (sample report — not a real submittal) · Issued August 9, 2026

Table of contents

SectionPage
Dead & Live Loads — Roof, Ceiling & 2nd Floor—
Seismic Loads — Base Shear & Story Forces—
Wind Loads — MWFRS Design Pressures—
Beam B-1 — 2nd Floor @ Grid B/2–B/3—
Floor Joists FJ-1 — 2nd Floor, Grid 1–3—
Post P-2 — 1st Floor @ Grid C/2—
Shear Wall SW-1 — Line A, 1st Floor—
Footing F-1 — Steel Column @ Grid C/3—
Retaining Wall RW-1 — East Property Line—

Dead & Live Loads — Roof, Ceiling & 2nd Floor

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Seismic Loads — Base Shear & Story Forces

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Wind Loads — MWFRS Design Pressures

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Beam B-1 — 2nd Floor @ Grid B/2–B/3

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Floor Joists FJ-1 — 2nd Floor, Grid 1–3

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Post P-2 — 1st Floor @ Grid C/2

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Shear Wall SW-1 — Line A, 1st Floor

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Footing F-1 — Steel Column @ Grid C/3

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Retaining Wall RW-1 — East Property Line

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