EWP Resource Guide

EWP Design Request Form | How To Read Our Layouts Loft LVL | LSL (Flush) Project information shown on right hand side of layouts

Label Description

Width Depth

Qty Plies Pcs Length

F6 F5 F2 F7

2.1E RigidLam LVL SP 1.75 11.875 2.1E RigidLam LVL SP 1.75 11.875 2.1E RigidLam LVL SP 1.75 11.875 2.1E RigidLam LVL SP 1.75 11.875

1

2 2 22-0-0

1 16-0-0

Contact Palmer-Donavin: PD-SOUTH (DHP) (866)-846-2715 ewpsouth@palmerdonavin.com PDNORTH (164)991-0467 ewpnorth@palmerdonavin.com Project 24-00820 Layout Name 123 Main Street Designer

1 1

2 2 12-0-0 2 2 6-0-0

LVL | LSL (Dropped) Label Description

Width Depth

Qty Plies Pcs Length

D5 D1

2.1E RigidLam LVL SP 1.75 9.25 2.1E RigidLam LVL SP 1.75 11.875

1 2

2 2 32-0-0 2 4 10-0-0

I-Joist (Flush) Label Description

Width Depth

Qty Plies Pcs Length

J6 J5 J4

RFPI 40S RFPI 40S RFPI 40S

2.5 2.5 2.5

11.875 11.875 11.875

8 32-0-0 4 30-0-0 11 16-0-0

Builder

Blocking Label Description Blk2 RFOI 40S Rim Board Label Description

Sales Rep

Width Depth

Qty Plies Pcs Length

2.5

11.875 LinFt

Varies 27-0-0

Created

October 30, 2024

Width Depth 1.125 11.875

Qty Plies Pcs Length

Revised

R3

RigidRim .55E OSB Rim Board

7 12-0-0

October 30, 2024

Description

Hanger

Beam | Girder Supported Member

Label Description

Pcs

fasteners 30 16d 10 10d 14 10d

fasteners

H6 H9

HU11 (Max)

1

10 10dx1-1/2 2 10dx1-1/2 6 10dx1-1/2

Legend to correlate with the layout Web Stiffener

IUS2.56/11.88 (Max) 19

WS -WS PS

H11 U310

3

In Hanger Label Demotes Web Stiffener Point Load Support Load from Above

Column Label Description

Width

Depth

Pcs

Length

10 Wall Load Bearing 5.5 Wall Load Bearing

C3

2.1E RigidLam LVL SP

7.25

7

1

10

F = Flush Beam D = Dropped Beam J = Joist R = RimBoard H = Hanger C = Column Blk = Blocking BBO = Beam by other

3.5 P-Wall Non-Load Bearing 5.5 P-Wall Non-Load Bearing 3.5 Wall Load Bearing 8 Wall Load Bearing Common Rim Board 1.125x14 RFPI 40S 14 2.1E RigidLam LVL SP 1.75x14 2.1E RigidLam LVL SP 1.75x24

Design Criteria

On Center spacing for joist framing members shown on all layouts like below Start Framing Here 16” O.C.

Main Floor Design Method ASD (USA) Building Code IRC 2021 Floor Loads Live 40 Dead 10 Deflection Joist LL Span L/ 480 TL Span L/ 240

Floor Deflection Flush Girder LL Span L/ 480 TL Span L/ 240 Deflection Dropped Girder LL Span L/ 480 TL Span L/ 240

Floor Deflection Header LL Span L/

480 240

TL Span L/

Decking Decking OSB 23/32 APA Rated Sturd-I-Floor Fastener Nailed & Glued

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