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,, ►� -, , Maximum Floor Spans—Glued � Nailed � Worlang Stress Design—I 00% Load Duration ' Minimum Code Criteria lmproved Performance Q ' Live Load L/480 Live Load . ; �q�l� Lo d�PS� I 2 I 6" I 9.2" 24" 12" 16" I 9.2" 24" �� N otes: �, 9 �" 40/10 20'-8" I 8'-0" I b'-6" I 4'-9" I 8'-8" I 7'—I" I 6'—I" I 4'-9" I aP licat oP onl.�mple span 40/15 19'-10" 17'-2" IS'-8" 14'-0" 18'-8" 17'—I" I S'--8" I 4'-0" I SPPns a I toys 40/20 19'-0" I6'—b" 15'-0" 13'-5" 18'--8" I6'-6" 15'-0" 13'—S" 2. Minimum end bearing length is 4O130 17'-7" IS'-3" 13'—I I" 12'—S" 17'-7" 15'-3" 13'—I I" 12'-5" .................................................................................................................................................................... .... I Yz",except for bold spans I I �/s" 40/10 24'—I" 20'-10" 19'-0" 17'-0" 22'-3" 20'-3" 19'-0" 17'-0" min.3�� i 40/15 22'—I I" 19'-10" 18'-2" I6'-3" 22'-3" 19'-10" 18'-2" I6'-3" 3. Maximum spans;are measured 40/20 22'-0" 19'-0" 17'—�}" 15'-6" 22'-0" 19'-0" 17'�F" IS'-6" centerline to centerline of o �� _ „ „ „ ,_ „ �� bearing and are based on — �IOl3O 20'-4 17 7 I b'—I" 14'�{ 20'1} 17 7 I b'—I" 14'-4 N ............................ .. .. .. ....................... ...................................................... ...... ................... ......... uniformly loaded joists. Q 14" 40/10 26'-8" 23'—I" 21'—I" 18'-10" 25'-2" 23'-0" 21'—I" 18'-10" 4., Total load deflection is limited 4Q/15 25'-5" 22'-0" 20'-1" 18'-0" 25'-2" 22'-0" 20'—I" 18'-0" to uz4o. i 40/20 24'�" 21'-1" 19'-3" 17'-2" 24'-4" 21'—I" 19'-3" 17'-2" - 5 Refertoappropriatesedions 40/30 22'-6" I9'-6" 17'-10" 15'—II" 22'—b" 19'-6" 17'-10" 1S'—II" ofthis Manual for installation ........................................................... ................................................................................................. ................. g � , I6" 40/10 28'—II" 25'-0" 22'-10" 20'-5" 27'—II" 25'-0" 22'-10" 20'-5" � onstrudion I de alsines and c 40/15 27'-7" 23'-10" 21'-9" 19'-6" 27'-7" 23'-10" 21'-9" 19'--b" � 6. Allowable spans;take into 40/20 26-5' 22'-10' 20'-10" 18'-8' 26-5" 22-10' 20-10" 18'�" � � � � � � � � � consideration thie composite 40/30 24'-5" 21'-2" 19'-4" 17'-3" 24'-5" 21'-2" I 9'�" 17'-3" I effed from the nailed and I gluedsubfloorfordefledion � ; 9 �2" 40/10 20'-8" 18'-10" 17'-5" 15'-7" 18'—$" 17'—I" Ib'—I" 15'-4" I purposes only. 40/�S 20'-8" 18'-3" I6'-7" 14'-10" IS'-8" 17'—I" I6'—I" 14'-10" � 7 � The adhesives used should be 40/20 20'-2" 17'-5" 15'-1I" 14'-3" 18'-8" 17'—I' 15'—I I" 14'-3" approved for Field-gluing 4Q/30 18'-8" I 6'-2" 14'-9" 13'-2" 18'-8° I b'-2" 14'-9" 13'-2" ' Plywood to Lumber FraminS ...................................................... ...... ..... .... .................................. for Floor Systems. I I �/8�� 40/10 24'-7" 22'—I" 20'-2" 18'-0" 22'-3" 20'-3" 19'-2" 18'-0" � Apply per manufacturers written instructions or see 40/15 24'-4" -0" 19'-2" 17'-2" 22'-3" 20'-3" I 9'-2" 17'-2" Page 4,Note I I�of this Manual 40/20 23'-3" 20'-2" I S'-5" I6'-5" 22'-3" 20'-2" 18'-5" 16'S" 8. Allowable spans�take into e��v 40/30 21'—b" 18'-8" 17'-0" I S'-3" 21'—b" 18'-8" 17'-0" I S'-3" ............................................................................................................................................................................. consideration repetitive � 14" 40/10 27'-10" 24'-5" 22�' 19'—I I' 25'-2 23'-0' 21-9' 19'—I I" member increases. a i 40/15 26'—I I" 23'-4" 2 I'-3" I 9'-0" 25'-2" 23'-0" 2 I'-3" I 9'-0" � ' 40/20 25'-9" 22'-4" 20'-4" 18'-3" 25'-2" 22'�" ZO'�F" 18'-3" � '�' ....................40/30.....23'-10" ...20-8'......18'-10"....16�-��....23'-10"....20'-8.......18'-10.....16,_��,. .. . ... I' ' I b" 40/10 30'-7" 26'—b" 24'-2" 21'�" 27'—I I" 25'-6" 24'—I" 21'--8" I , 40/15 29'-2" 25'-3" 23'—I" 20'-8" 27'—I I" 25'-3" 23'—I" 20'-8" � � 40/20 27'—I I" 24'-2" 22'—I" 19'-9" 27'—I I" 24'-2" 22'—I" 19,_9" � , 40/30 25'-10" 22'—S" 20'-5" 18'-3" 25�-10" 22'-5" 20'-5" 18'-3" I ' ' 9 �" 40/10 22'-9" 20'-10" 19'-7" 18'-7" 20'-7" 18'-9" 17'-9" I b'-9" '� ` 40/15 22'-9" 20'-10" 19'-7" 17'-9" 20'-7" 18'-9" 17'-9" I6'-9" � ' 40/20 22'-9" 20'-10" I 9'—I" 17'-0" 20'-7" 18'-9." 17'-9" I6'-9" ' 40/30 21'-7" 19'�1" 17'-8" IS'-9" 20'-7" 18'-9" 17'-8" 15'-9" � ........................................................................ ....................................................................................................... � I I %a" 40/10 27'—I" 24'-9" 23'-4" 21'-7" 24'—b" 22'-�" 2 I'—I" 19'—I I" � i ' 40/15 27'—I" 24'-9" 23'-0" 20'-7" 24'—b" 22'�" 2 I'—I" I 9'—I I" i 40/20 _27'—I" 24'—I" 22'-0" 19'-8" 24'-6" 22'-4" 21'-1" 19'-8" �+ � 40/30 25'-8" 22'�F" 20'-4" 18'_3" 24'—b" 22'�" 20'�" I8'�3" ' N ............................... .............. ............. ............. .............. ............. ........ .............. ....... .. ' : ..... ..... ..... .... ..... ..... ......... ..... .. � � 14" 40/10 30'-9" 28'-0" 26'-5" 23'-11" 27'-10" 25'�" 23'—II" 2Z'-7" � a 40/IS 30'-9" 27'—II" 25'—b" 22'_9„ 27'-10" 25'-�F" 23'—II" 22'_7" ' 40/20 30'-9" 26'-9" 24'_5" 21'—l0" 27'-10" 25'�" 23'-11" 21'_l0" ' 40/30 28'-7�� 24�_y�� 22�_��.... i9�_9" 27'-10�� 24�_y�� Z2�_�,� iy�_y�� � ..................................... ....................................... ................................................................ ..................... � I6" 40/10 34'-0" 31'-0" 29'-0" 25'—II" 30'-9" 28'-0" 26'-5" 25'-0" 40/15 34'-0" 30'-3" 27'�" 24'_9" 30'-9" 28'-0" 26'_5" 24'_9" � 40/20 3.3'—b" 29'-0" 26'-5" 23'—I" 30'-9" 28'-0" 26'-5" 23'—I" ' 40/30 31'-0" 26'—!0" 24'-6" 19'-9" 30'-9" 26'—(0" 24'�" 19'-9" 7 ; April 1993 �