Addendum 1 Attachment 4b - Structural Framing Plan.pdf

Interior Framing Notes

All joists, studs, wall plates, and blocking to be SPF No 1/2 uno

All LVL wall studs shall be Fb = 2,400 psi, 1.8E

Reference 5/S5.1 for requirement minimum nailing of all interior framing unless noted otherwise

See typical wood details on S0.2 for requirements not shown

Ceiling Framing

All ceilings areas to include 7/16" APA rated sheating applied to top of joists glued and nailed with 10d nails at 6" oc max

Coordinate bottom of ceiling framing with architectural drawings

Adjust ceiling framing to coordinate with ceiling lights

Design Loading: all ceiling framing has been designed for DL = 10psf LL = 40 psf

Walls

HDR indicates wood header over opening, see notes below

HD indicates hold down at base of wall bolted into slab on grade per WD-41

Unless specifically noted otherwise, wall studs are either 2x4 or 2x6 studs spaced at 16" oc max uno. Coordinate wall thickness with architectural drawings

See WD-105 for typical interior wall framing detail.

LSL studs may be substituted with MSR lumber at contractor option if member lengths are available.

All sill plates at base of walls must be preservative treated. The base of all interior walls shall be anchored per WD-17

Fasten gypsum board to wall studs using No. 6 Type S or W drywall screws 1-1/4" long at 8" oc max. Drywall screws must confirm to requirements of ASTM C 1002.

All headers shall be as follows:

Openings Less than 6 ft clear:

2x4 walls: (2) 2x8 + 1/2" plywood flitch typical uno 2x6 walls: (3) 2x8 + (2) 1/2" plywood flitch plates typical uno

Openings 6 ft or greater:

2x4 walls: (2) 2x10 + 1/2" plywood flitch typical uno 2x6 walls: (3) 2x10 + (2) 1/2" plywood flitch plates typical uno

Wall Schedule

2x4 or 2x6 studs per arch drawings @ 16" oc maxW1

W2 min 2x6 studs @ 12" oc full height up to CLT roofW3

2x4 or 2x6 studs per arch drawings @ 16" oc max supporting ceiling joists, with matching studs at 16" oc max restarting above ceiling up to CLT roof.

W5 Double 1-1/2"x5-1/2" LVL wall studs at 16" oc max full height up to CLT roof

1-1/2"x5-1/2" LVL wall studs at 12" oc max full height up to CLT roof

W4

W6 Double 1-1/2"x5-1/2" LVL wall studs at 12" oc max full height up to CLT roof

W7

1-1/2"x3-1/2" LVL wall studs at 16" oc max studs per arch drawings @ 16" oc max supporting ceiling joists, with matching studs at 16" oc max restarting above ceiling up to CLT roof

W8

Double 1-1/2"x3-1/2" LVL wall studs at 16" oc max studs per arch drawings @ 16" oc max supporting ceiling joists, with matching studs at 16" oc max restarting above ceiling up to CLT roof indicates that the wall type requires a deflection gap from the CLT and non-load bearing connectors per 13/S5.1

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2x12 @ 16" oc 2x10 @ 16" oc 2x10 @ 16" oc 2x10 @ 16" oc 2x10 @ 16" oc

2x8 @ 16" oc

2x8 @ 16" oc2x8 @ 16" oc

2x12 @ 16" oc

2x12 @ 16" oc

Double 2x10 @ 16" oc full depth blocking @ 1/3rd points full depth blocking @ 1/3rd points full depth blocking @ 1/3rd points full depth blocking @ 1/4 points full depth blocking @ 1/3rd points full depth block @ midspan

HDR HDR HDR HDR HDR HDR HDR HDR

H D

R

HDR

H D

R H

D R

HDR

H D

R full depth blocking @ 1/4 points

HDRHDR

HDR

x o c full depth blocking @ 1/4 points

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

H D

W1

W1 W1

W 1W

W1

W1

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W

W

W

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W 2 W

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W

W3 W3 W3

W

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W

W4 W4

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W5

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H D

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W1

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W8

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W1 W1

W1

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W2

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W1

W1

W

W

W1 typ

S5.1

S5.1

S5.1

S5.1

S5.1

S5.1

S5.1

S5.1

S5.1 ________________________________ 9

S5.1

S5.1 ________________________________2

S5.1 sim

S5.1

S5.1 ________________________________ 10

S5.1 ________________________________ 10

S5.1 ________________________________ 6

S5.1

S5.1 ________________________________ 11

S5.1

S5.1

H D

H D

H D

H D

W2 W2

S5.1

S5.1

S5.1 ________________________________ 8

S5.1

S5.1

S5.1

S5.1

S5.1

H D

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S5.1

S5.1

S5.1

S5.1

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SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

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© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

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02/10/2023

11793-00

S1.11P

D e p a rt m e n t o f

N a tu ra l R e s o u rc e s project north scale 1/8" = 1'-0"

Interior Framing Plan