Test Plan $1$ Instructions: FRONT ELEVATION

$\frac{1}{4}=1^{\text{'}}-0$

RIGHT ELEVATION

$\frac{1}{4}=1\text{'}-0"$ TESTGARAGE A$-11$ MASONRY SILL DETAIL

A$-15$ FOUNDATION WALL DETAIL NTS

A$-20$ FOUNDATION WALL DETAIL

DRB DESIGN assumes no liability for any home constructed from this plan. All construction shall conform to the latest in addition to all local codes and regulations.

$2018$ residential building code", Should these plans require structural calculations for permitting the contractor shall be required to obtain the services of a structural engineer after notifying DRB DESIGN that such services are required.

Design and construction are complex and, although the designer performed his services with DRB DESIGN.

responsibilitisestor all consequenences.

$9.$ Changes made to these plans without the consent of the essigner are unauthorized and shal releve DRB

$10.$ DESIIGN No fresponsibility for any and all consequenences arviving out of of such changes.

$12.$ DRB DESIGN must be notified of any variations from the dimensions and conditions shown on these drawings.

PROJECT #

DRB$210$

DATE

$06/07/20$

$0610772021$

DESILNE

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$\frac{5\text{S}\text{C}\text{A}\text{L}\text{E}}{\frac{1}{4}}=1$

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$q,$ DRB

The design parameters for the test plan are as follows:

Stem wall with slab foundation

Stick framed roof and ceiling $($no roof trusses$).$

Conventional Lumber $(2$x$\_)$ and LVL framing $($no steel beams or columns$)$

The design loads to use are as follows:

a$.$ Roof: $20$psf Live Load; $10$psf Dead Load

b$.$ Ceiling: $20$psf Live Load; $10$psf Dead Load

c$.$ Floor: $40$psf Live Load; $10$psf Dead Load

The final submittals can be in CAD or neat handwritten "redlines" on the $.$pdfs $($whichever is more

convenient for the candidate$).$ Plus, we would like to see examples of the candidate's calculations with

the submittals.