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Kimball Engineering, P.C.

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Wednesday, February 17, 2010. IBC 2106.1 refers to Section 1.14.2.2 of ACI 530 for general reinforcing re...Below is my o...

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Kimball Engineering, P.C. | kimballeng.blogspot.com Reviews
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Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Wednesday, February 17, 2010. IBC 2106.1 refers to Section 1.14.2.2 of ACI 530 for general reinforcing re...Below is my o...
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1 masonry joint reinforcement
2 question
3 answer
4 figure 1
5 ladder type
6 figure 2
7 truss type
8 posted by
9 3 comments
10 helical piers
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PAGE
masonry joint reinforcement,question,answer,figure 1,ladder type,figure 2,truss type,posted by,3 comments,helical piers,2 comments,wet setting anchor bolts/holdowns,1 comment,re roofs structural considerations,new deck requirements,deck lateral connection
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Kimball Engineering, P.C. | kimballeng.blogspot.com Reviews

https://kimballeng.blogspot.com

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Wednesday, February 17, 2010. IBC 2106.1 refers to Section 1.14.2.2 of ACI 530 for general reinforcing re...Below is my o...

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kimballeng.blogspot.com kimballeng.blogspot.com
1

Kimball Engineering, P.C.: February 2010

http://kimballeng.blogspot.com/2010_02_01_archive.html

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Wednesday, February 17, 2010. IBC 2106.1 refers to Section 1.14.2.2 of ACI 530 for general reinforcing re...The sample pr...

2

Kimball Engineering, P.C.: January 2010

http://kimballeng.blogspot.com/2010_01_01_archive.html

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Wednesday, January 20, 2010. How are other jurisdictions addressing helical piers? Would you require engineering? Helical...

3

Kimball Engineering, P.C.: New Deck Requirements

http://kimballeng.blogspot.com/2009/11/new-deck-requirements.html

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Tuesday, November 3, 2009. I have heard that there are new requirements for decks to have holdowns. Is that true?

4

Kimball Engineering, P.C.: Eave blocking

http://kimballeng.blogspot.com/2009/10/eave-blocking.html

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Saturday, October 31, 2009. Appropriate connections need to be made in order for these forces to be transferred adequatel...

5

Kimball Engineering, P.C.: November 2009

http://kimballeng.blogspot.com/2009_11_01_archive.html

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Tuesday, November 10, 2009. So why should these elements be tied in place prior to the concrete pour? The Structural Engi...

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Kimball Engineering, P.C.

Purpose of this blog. We are often requested by building officials or design professionals to provide our interpretation of a certain section in the building code. The main intent of this blog is to share those interpretations with other building officials or design professionals who may be interested. From time to time we will also post some updated information regarding our company. Wednesday, February 17, 2010. IBC 2106.1 refers to Section 1.14.2.2 of ACI 530 for general reinforcing re...Below is my o...

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