Form 3m - Masonry Or Concrete Construction Plan Review
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4Owner: _________________________ Reviewed by: ____________________
Form # 3-M
Location: _______________________ Date: __________________________
Residential Code of New York
MASONRY OR CONCRETE CONSTRUCTION PLAN REVIEW
ITEM
CODE SECTION
REQUIRED
ACTUAL
1
Concrete Floors (on ground)
R506
Thickness
R506.1
3.5 in minimum
Compressive Strength
Table R402.2
Expansive Soils
R403.1.8
Design
Site preparation
R506.2
Maximum Fill Depth
R506.2.1
24" gravel , 8" earth
Base Course required
R506.2.2
4" thick
Clean, graded material
Pass 2" Sieve
Group I Soils Exception
NR if Group I Soil
Vapor Retarder
R506.2.3
Below Slab
Exceptions allowed
2
Masonry Walls, General
Thickness minimums
R606.2
Masonry
R606.2.1
> 1 story = min. 8" Solid
< 9' high = 6"
Parapet Walls
R606.2.4
T = 8" min.
Height limit 4 x T
Corbeled Masonry
projection
R606.3
Max ½ wall/wythe
thickness
Lateral Support
Tab R606.9
Horizontal Spacing
R606.9.1
Vertical - in Seismic
R606.9.2
Design Cat. A, B, C
Lintels
R606.10
Anchorage
R606.11
Seismic Design Cat. C, D
R606.12
1 & 2 fam. D
0
0
Townhouse C, D
0
General
R606.12.1
Design Category C
R606.12.2
Townhouses only
Design Category D
R606.12.3
0
Form #3M (12/27/06)
Page 1 of 4
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