Africa

The table below is a quick-reference guide to the specific design criteria, codes, materials, and details for the cold-formed steel residential project. It serves as a centralized document to ensure that all unique project elements are clearly communicated to the builder, helping to avoid ambiguities in the construction process. This table is designed to be a companion to the structural drawings. The "Table Reference" notes (e.g., T1, T2) within the drawings and annotations correspond directly to the items listed here. For each item, you will find its subject, a brief explanation or the applicable code, and specific details. The "Local Code Reference" and "Applicable Detail" columns are provided for local engineers to specify any regional code modifications or unique requirements, ensuring compliance with local building regulations.

Design Items & Codes

Local Codes and Items to be used

Table Subject

Code or explanation

Detail

Local Code Reference Applicable Detail

Project Design T1 Building Codes

The design is based on the specified codes and engineering calculations.

2021/2023 International Building Code (IBC)

2022 CBC

Section 2211, California Building Code

AISI S100-20 LRFD Steel Design Code AISI S100-16 (W/ S2-20)

AISI S240-20 AISI S400-20 ASCE/SEI 7-16

ACI 318-19 ASTM D698

Cold-Formed Steel (CFS) framing system.

T2 Framing System

FC FrameUpNow

T3 Loads

Ground Snow Load: 30.0 psf Wind Speed: 115 mph Top Chord Dead Load: 20.4 psf Top Chord Live Load: 20.0 psf Concentrated Live Load: 250 lb

The structure is designed to support the specific loads listed.

CFS Profiles

T4 Wall Studs T5 Truss Profiles

350S162-33-50 350S162-43-50

Wall studs are made from 350S162-33-50 steel. The truss system is Truss 350 20G with a TILE bottom chord roof. Consult the beam schedule for specific locations and dimensions. Beams are clad with 18G Flat Sheet of Metal on both sides. Used for vertical members and diagonal members. Used for lapped assembly beams and diagonal members.

2022 CBC

Section 2211, California Building Code

T6 Glulam Beams

Glulam Beams (GB) are used for this project

T7 Wall and Beam Cladding

18G Flat Sheet of Metal

T8 550 Profiles

550S 43mil 50ksi

T9 550 Profiles - Lapped Assemblies 550S 33mil 50ksi

Fasteners & Connections

Fasteners must be used at all joints and connections.

T10

Main Fasteners

FRAMECAD 10g-19mm XDrive FRAMECAD 10g-16mm Flathead Fastener Quantity & Spacing

T11

Minimum of 2 fasteners per joint Minimum screw spacing is 3 x diameter Minimum edge distance is 2.2d for end edge, or 1.5d for side edge. Fasteners should be placed at plate edges & each crossing member.

Maximum spacing of 50mm (2") along the member length. Exterior Frame Walls to be secured with 1/2"X4 Titen Anchor Bolts 48'' O.C. for 1- Storey. 1/2"X4 Titen Anchor Bolts 32'' O.C. for 2- Storey. (N/A) Interior Walls to be secured with Two fasteners are required at each end and each crossing member, with a maximum spacing of 300mm (12") along the member length.

T12

Plate Fasteners

Anchor Bolts

AISI S100-20 LRFD,

T13

1/2"ϕ ASTM F1554 Gr. 36 1/2"ϕ ASTM F1554 Gr. 36

Panel Accessories FRAMECAD 10g-19mm HWH Hex FRAMECAD 10g-19mm Xdrive FRAMECAD 12g-19mm Xdrive 50mm Flat Washer FRAMECAD Hold Down Fix Grommet

T14

TITAN THD10X80 TITAN THD12X110 Truss Accessories FRAMECAD Batten 22 FRAMECAD Batten 40

T15

16'-0" & 20'-4"

20'-4''

FRAMECAD 10g-19mm HWH Hex FRAMECAD Tri Fix

Connectors

AISI S240-20 AND AISI S400-20, AISI S100

T16

S/LS50 Connector RCA 223 Connector FC 32-5/97 Connector S/H2.5 Connector STC Connector 1/2" Corner Back Clip Bracing & Sheathing Tie Plate

S/LS50 Connector With #10 Screws RCA 223 Connector With #10 Screws

Tie Plate With #10 Screws

FC 32-5/97 Connector With #10 Screws

Sheathing material must be of structural quality.

AISI S240-20 and AISI S400-20

T17

Sheathing

Non Structural Sheathing Structural Sheathing 1.5" width 33mil/20 Gauge 2.5" width 33mil/20 Gauge Cross Bracing Foundation & Concrete Concrete Foundation Concrete Rail Bracing

1/2'' Nominal 1/2'' Nominal

Provide chord restraints at the specified spacing.

AISI S400, Section E3 Yes if the home is sheathed Use if home is not sheathed

T18

Indicate Sheathing here

T19

Rail Restraints

Provide rail restraints at ends and over supports.

T20

(3000# PSI AT 28 DAYS) (2500# PSI AT 28 DAYS)

ASTM D698 & ACI 318-19. ASTM D698 & ACI 318-19.

Slab on Grade

Reinforcement GRADE 60 OR GRADE 80

T21

ASTM A706

Shear walls, Special moment frames, and moment frame grade beams

Utility closet accommodation for

T22 T23 T24 T25

Insulation in walls

Insulation against roof

Solar

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