HomeMy WebLinkAbout07 Building One Roof Framing PlanFRAMING NOTES
1. CARPENTRY ALL LOAD BEARING STUDS AND HEADERS TO BE 2
SOUTHERN YELLOW PINE WHERE
Eb 1500 PSI
E 1.6 x 106 PSI
Fv 85 PSI
#1 SYP
Eb 1850 PSI
E 1.9 x 10 6 PSI
Fv 95 PSI
ALL OTHER LUMBER TO BE 2 SPF
2. RAFTERS AND CEILING JOISTS PER DRAWING NOTATIONS
3. FRAME, CLOSELY FIT, INSTALL TRUE AND LEVEL AND SET ACCURATELY
TO REQUIRED UNES. ALLOW FOR PASSAGE OF PIPES AND DUCTS TO AVOID
CUTTING STRUCTURAL MEMBERS.
4. WHERE JOISTS FRAME FLUSH INTO HEADERS, BEAMS OR OTHER JOISTS, MAKE
CONNECTIONS WITH METAL FRAMING HANGERS OR ANCHORS OF APPROPRIATE
GAUGE AND SIZE, NOT TO BE TOE— NAILED.
5.
6.
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9.
HIP, VALLEY RAFTERS, AND RIDGE BOARDS TO ALWAYS BE AT LEAST 2 ONE
2X SIZE LARGER THAN RAFTERS.
ALL FRAMING TO BE 16" CC UNLESS NOTED OTHERWISE.
ROOF DECKING MATERIAL TO BE VERIFIED BY BUILDERS SPECS.
PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE
BOARDS AND JOISTS, 48" CC
DOUBLE FLOOR JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS
10. PROVIDE X BRIDGING AT 8' -0" CC MAXIMUM FOR JOISTS
11. PROVIDE DOUBLE 2 X 8 STRONGBACK AT CEILING JOIST SPANS OVER 14' -0".
12. PROVIDE SOLID BLOCKING 0 MID HEIGHT A ALL WALLS OVER 8' IN HEIGHT.
13. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
14. PROVIDE EAVE VENTING PER BUILDERS SPECS.
15. EXTERIOR CORNERS OF STRUCTURE TO BE BRACED WITH 1/2" CDX PLYWOOD
OR EQUAL.
16. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAMS UNLESS THEY BEAR
ON CONCRETE WALLS. USE EITHER TS 3X3X3/16 TUBE COLUMN OR 3" ID
STANDARD PIPE COLUMN OR AS NOTED ON DRAWINGS.
17. PROVIDE SOLID WOOD COLUMNS, MAY BE MULTIPLE 2X MATCHING THICKNESS
OF WALL WHERE REQUIRED UNDER HEADERS, LAMINATED WOOD BEAMS AND
POINT LOADS
18. WHERE THERE ARE DISCREPANCIES BETWEEN THESE NOTES AND THE DRAWINGS,
THE MORE STRICT SHALL SUPERCEDE.
NOTE:
SHOP DRAWINGS SHALL BE CERTIFIED BY LICENSED ENGINEER
AND SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO ERECTION.
R00- FRAM
SCALE
NG PLAN
1/4" 1'-0"
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