Attachment

Table 424.1.6.1 (Mod 433)

Table 424.1.6.1
Public Swimming Pool Fixtures Required

Size of Pool	Men’s Restroom			Women’s Restroom		
	Urinals	WC	Lavatory	WC	Lavatory	
0 - 2500 sq.ft.	1	1	1	1	1	
2501-5000sq.ft	2	1 2	1 2	5 6	1 2	
5001-7500sq.ft.	2 3	2 3	2 3	6 9	2 3	
7501-10000sq.ft.	3 4	3 4	3 4	9 12	3 4	

An additional set of fixtures shall be provided in the men’s restroom for every 5000 square feet or major fraction thereof for pools greater than 10,000 square feet.  Women’s restrooms shall have a ratio of three to two water closets provided for women as the combined total of water closets and urinals provided for men.

Table 2304.7(3) Mod 569

TABLE 2307.6B     TABLE 2307.6B  TABLE 2307.6B    

ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE FLOOR GRADES CONTINUOUS OVER 
TWO OR MORE SPANS WITH LONG PANEL DIMENSION PERPENDICULAR TO SUPPORTS1,6

Sheathing Grade Roof7    Sheathing Grade Roof7     		Roof7				Floor	
Span
Rating	Panel Thickness (in) 7	Maximum Span (in)		Load (PSF)		Maximum
 Span (in)	
 Roof 7/Floor Span		With Edge
Supported2	Without
    Edge         Support	Total      Load	Live           Load		
12/0
16/0
20/0
24/0
24/16
32/16
40/20
48/28
54/32
60/48	5/16
5/16, 3/8
5/16, 3/8
3/8, 7/16, 1/2
7/16, 1/2
15/32, 1/2, 19/32, 5/8
19/32, 5/8, 3/4, 7/8
23/32, 3/4, 7/8
7/8, 1
7/8,1, 1 1/8	  12
  16
  20
  24
  24
  32
  40
  48
  54
  60	  12
  16
  20
  20
  24
  28
  32
  36
  40
  48	  40
  40
  40
  40
  50
  40
  40
  45
  45
  45	  30
  30
  30
  30
  40
  30
  30
  35
  35
  35	    0
    0
    0
    0
    165
    164,5
    20
   24
   32
   48	
Single Floor Grade	Roof7	Floor	
Span 
Rating Rating  	Panel Thickness (in)	Maximum Span (in)	Load (Psf)	
     Maximum                    Span (in)	
		With Edge
Supported2 	With 
Edge Support	Total
Load	   Live
   Load		
16 in. o.c.
20 in. o.c.
24 in. o.c.
32 in. o.c.
28 in. o.c.	19/32, 5/8
19/32, 5/8, 3/4
23/32, 3/4
7/8, 1
1- 3/32, 1- 1/8	  24
  32
  48
  48
  60	   24
   32
   36
   40
   48	  40
  35
  50
  50
  50	  40
  30
  25
  40
  40	   165
   204,5
   24
   32
   48	
1 in = 25.4 mm
1 psf = 47.8803 Pa

Notes: 
1.  The allowable loads were determined using a dead load of 10psf.  If the dead load exceeds 10psf then the live load will be reduced accordingly.
2.  Tongue and groove edges, panel edge clips (one midway between each support, except two equally
     spaced between supports 48 in on center), lumber blocking, or other.  Only lumber blocking shall  satisfy blocked diaphragm requirements. 
3.  For ½-inch panels maximum span shall be twenty-four inches.
4.  Maximum framing space shall be 24 inches on center for floors where 1-1/2 inches of cellular or lightweight concrete is applied over panels.
5.  Maximum frame spacing shall be 24 inches on center where 3/4-inch wood strip flooring is installed at
     right angles to joist.
6.  Shall apply only to panels 24 inches or wider.
7.  In no case shall any roof sheathing be less than 32/16 Span Index, 19/32-in. wood structural panel for spans 16-inches or more on center in wind speed regions of 110-140 mph, Exposure B.  Roof sheathing span ratings and panel thickness highlighted in the table shall not be permitted where wind speeds exceed 100 mph. 

Table 2304.7(5) Mod 570

TABLE 2309.3A
ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING6 OVER TWO OR MORE
SPANS AND LONG DIMENSION PARALLEL TO SUPPORTS
(WOOD STRUCTURAL PANELS ARE OSB, COMPOSITE
AND 5-PLY,  5-LAYER UNLESS OTHERWISE NOTED)1

Panel Grade	
Thickness (in)6	
Span Rating6	
Max. Span (in)	Load at Maximum Span (psf)	
				Live	Total	
Structural I Sheathing

	7/16
15/32
1/2
19/32, 5/8
23/32, 4/4	24/0, 24/16
32/16
32/16
40/20
48/24	244
24
24
24
24	20
352
402
70
90	30
452
5024
80
100	

Sheathing

	7/165
15/325
1/2
19/32
5/8
23/32, 3/4	24/0, 24/16
32/16
24/0, 32/16
40/20
32/16, 40/20
40/20, 48/24	16
244
244
24
24
24	40
20
25
403
453
603	50
25
30
503
553
653	
For SI: 1 inch=25.4mm, 1psf = 4.882 kg/m2
Notes:

1.  Uniform load deflection limitations: 1/180th of span under live load plus dead load, 1/240th live 
     load only.  Edges shall be blocked with lumber or other approved type of edge supports. 
2.  For composite and 4-ply plywood marked PS 1, load shall be reduced by 15 psf.
3.  For composite and 4-ply wood panels, load shall be reduced by 15 psf.
4.  Edges shall have solid blocking for 24-inch span.
5.  Composite panels shall be 19/32-inch or thicker.
6.  In no case shall any roof sheathing be less than 32/16 span index, 19/32-in. wood structural panel for spans 16-inches or more on center in wind speed regions of 110-140mph, Exposure B.  Span ratings and panel thickness highlighted in the table shall not be permitted where wind speeds exceed 100 mph.

Table 2304.9.1 (Mod 425)

Table 2306.1 (continued)
Fastening Table

(NOTE: This table is shown in part for code proposal only, please refer to FBC for full text of table )
CONNECTION	FASTENER	NUMBER OR SPACING	
Wood Structural Panel Roof10  & Wall Sheathing and Particle Wall Sheathing

½ in. or less

15/32 in. - 19/32 inch 10

19/32 in. or greater

5/16 in. - ½  in.

19/32 in. - 3/4 in. 

Fiberboard Sheathing

(No further modifications, please refer FBC for remaining text of table)	

6d common (wall)
8d common (roof)

8d common (roofs in 110-140mph/Exp B)

8d common

16 ga. galvanized wire staples, 3/8 in.
minimum crown.  Length of 1 in. plus wood structural panel or particleboard thickness.

16 ga. galvanized wire staples, 3/8 in.
minimum crown.  Length of 1 in. plus
wood structural panel or particleboard
thickness

	

6 in. o.c. edges and
12 in. o.c. intermediate

6 in. o.c. edges and intermediate.   
4 in. o.c. at component & cladding edge strip #3
(refer figure 1606.2(c))

6 in. o.c. edges and
12 in. o.c. intermediate

4 in. o.c. edges and
8 in. o.c. intermediate.

 

2 in. o.c. edges and
5 in. o.c. intermediate.	
    Notes: (notes to table continued next page)

Table 2306.1
FASTENING SCHEDULE

(CONTINUATION OF NOTES TO TABLE 2306.1, PRINTED IN PART FOR CODE PROPOSAL)

Notes:
     1.   Fiberboard sheathing may be stapled using 16 ga galvanized staples 1/18 in. long for  ½ “ sheathing and 11/2”long for 25/32 “ sheathing.  Staples to have minimum crown of  7/16" and spaced 3" o.c. at edges and 6" o.c. at other bearings.
     2.   Drywall nails shall conform to ASTM C 514.
     3.   Siding applied to 5/8" net wood sheathing, 15/32" wood structural panel or ½" particleboard sheathing.
     4.   Corrosion-resistant nails spaced 6" on center at edge and 8" on center at intermediate supports.  Nails shall have a minimum edge distance of 3/8"
     5.   Siding applied to studs spaced 16" on center maximum.
     6.   Siding applied directly to studs spaced 24" on center maximum.
     7.   Use annular or spiral threaded nails for combination subfloor/underlayment (single floor).
     8.   Nail must be sufficient length to accommodate thickness of siding and sheathing, if used, and allow minimum stud penetration of 1 ½ inches.
     9.   For 1-inch wood structural panels, 112" on center intermediate nailing shall be permitted.
     10. For wind speed regions between 110-140mpn/Exposure B, minimum roof sheathing fastening shall be as indicated