Transcription of Required number of 16d common nails per connection, wood
{{id}} {{{paragraph}}}
Example: barber
Required number of 16d common nails per connection, wood
24"11'-9"24"2x616"14'-1"16"12"15'-6"12"2 4"14'-10"24"2x816"18'-2"16"12"20'-5"12"2 4"18'-2"24"2x1016"22'-3"16"12"25'-8"12"2 4"21'-0"24"2x1216"25'-9"16"12"26'-0"12"S ize20' Building width28' Building width2-2x65'-5" w/ 1 NJ4'-8" w/ 1 NJ2-2x86'-10" w/ 1 NJ5'-11" w/ 2 NJ12202-2x108'-5" w/ 2 NJ7'-3" w/ 2 NJ24"8'-1"2-2x129'-9" w/ 2 NJ8'-5" w/ 2 NJ16"9'-9"3-2x1212'-2" w/ 2 NJ10'-7" w/ 2 NJ165812"10'-9"24"10'-3"16"12'-7"12"14'- 2"24"12'-7"164616"15'-5"12"17'-9"24"14'- 7"2-2x64'-6" w/ 1 NJ3'-11" w/ 1 NJ16"17'-10"2-2x85'-9" w/ 1 NJ5'-0" w/ 2 NJ12"20'-7"2-2x107'-0" w/ 2 NJ6'-1" w/ 2 NJ16352-2x128'-1" w/ 2 NJ7'-0" w/ 2 NJ3-2x1210'-2" w/ 2 NJ8'-10" w/ 2 NJSpan ratingMin. panelRoof / floor spanthickness (in.)Edge support (2x blocking)No edge supportTotal loadLive load24/0 3/82420403024/16 7/162424504032/1615/32, 1/23228403040/2019/32, 5/84032403048/2423/32, 3/448364535 rafter to plate rafter TIE CONNECTIONSRoof live load 20 psf [(Table (9)] Required number of 16d common nails per connection, wood members shall be of sufficient size to prevent splitting due to nailing.)
Rafter to plate RAFTER TIE CONNECTIONS Roof live load 20 psf [(Table R802.5.1(9)] Required number of 16d common nails per connection, wood members shall be of sufficient size to prevent splitting due to nailing. Split members shall be removed and replaced. 24 ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF & SUBFLOOR SHEATHING ...
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: