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PLANS
FRAMING PLAN LEGEND
WINDOW OR DOOR HEADER @ BEARING WALL - TYP.
UNLESS NOTED OTHERWISE - SEE HEADER SCHEDULE.
WOOD POST OR COLUMN EACH END OF BEAM
- SEE FLOOR PLAN FOR SIZE.
BEAM - SEE PLAN FOR SIZE.
BEAM - SEE PLAN FOR SIZE,
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INDICATES BEAM HANGER - TYP.
SIMPSON OR EQUAL REQUIRED.
BEAM - SEE PLAN FOR SIZE.
INDICATES BEAM SEAT - SIMPSON OR EQUAL AS REQUIRED.
BEAM FRAMED ABOVE BEAM BELOW.
POST AND BEAM AS OCCURS - SEE PLAN.
INDICATES POST ABOVE BEAM TO FRAMING AS OCCURS ABOVE
- SEE UPPER LEVEL FRAMING PLAN (IF OCCURS).
f— POST IN WALL TO FRAMING AS OCCURS ABOVE
- SEE UPPER LEVEL FRAMING PLAN (IF OCCURS).
NOTE: SEE WALL LEGEND (SHEET 4) FOR STUD SIZE AND SPACING.
NOTES INDICATED ON PLAN BY = SYMBOL
E050) 4 X 6 BEAM.
E051) 4 X 8 BEAM.
E052) 4 X 10 BEAM,
E053) 4 X 12 BEAM.
E056) 6 X 12 BEAM.
E059) 3118" X 10112" LAMINATED BEAM,
E060) 31/8" X 12" LAMINATED BEAM.
E076) 51/8" X 12" LAMINATED BEAM.
E078) 51/8" X 15" LAMINATED BEAM.
E079) 51/8" X 161/2" LAMINATED BEAM.
E081) 51/8" X 21- LAMINATED BEAM,
E270) CANTILEVER BEAM.
E271) CANTILEVER RAFTERITRUSS OR JOIST.
E278) GIRDER TRUSS,
E286) WOOD FLOOR JOISTS @ 16" O.C.
E299) 2 X 6 FLOOR JOISTS @16" O.C.
E300) 2 X 8 FLOOR JOISTS @16" O.C.
E301) 2 X 10 FLOOR JOISTS @16" O.C.
E351) HANGERS TYPICAL.
E359) BEAM HANGERS.
E448) 15- METAL FLUE - PROVIDE 2" CLEAR ALL SIDES.
E453) 4 X 4 POST.
E455) 6 X 6 POST.
E457) 4 X 6 POST.
E458) 31/2" O.D. STEEL PIPE COLUMN.
E461) STEEL BEAM.
E482) WOOD POST FROM UPPER BEAMITRUSS TO LOWER BEAM,
E484) POST ABOVE,
ALL TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS
A) 45 P.S.F. AT TILE OR CONCRETE SHINGLE ROOFS.
B) 35 P.S.F. AT BUILT -UP OR FOAM ROOFS.
C) 55 P.S.F. AT FLOORS AND BALCONIES.
D) TRUSSES ARE NOT TO BE ALTERED OR FIELD CUT UNLESS APPROVED, SIGNED AND SEALED
CALCULATIONS ARE PROVIDED BY A STATE LICENSED ENGINEER.
TYPICAL NOTES: ROOF FRAMING
A) PROVIDE FRAMING ANCHORS AT EACH END OF TRUSS OR RAFTER AS OCCURS.
B) PROVIDE SOLID BLOCKING BETWEEN FLOOR TRUSSES AT BEARING LOCATIONS.
C) PROVIDE BLOCKING OR BRIDGING PER MANUFACTURER'S GUIDELINES.
D) PROVIDE 5/8" C.D.X. PLYWOOD AT ALL ROOF AREAS. PLACE PLYWOOD SHEETS
LENGTHWISE PERPENDICULAR TO FRAMING MEMBERS: STAGGER JOINTS @
4' -0" O.C. NAIL PLYWOOD TO FRAMING MEMBERS AT PERIMETER EDGES 6" O.C.
WITH 10d, AT INTERMEDIATE SUPPORTS 12" O.C. WITH 10d.
E) ALL HEADERS TO BE FASTENED TOGETHER AND PLACED ON EDGE.
F) SECURE EACH END OF HEADER. (MINIMUM BEARING 1 -1/2" EACH END
IF HEADER SPAN IS LESS THAN 64% MINIMUM BEARING OF 3"@ EACH END
IF HEADER SPAN IS 6' -0" OR GREATER).
G) TRUSSED OPENING OR SOLID MEMBERS OF EQUAL STRENGTH WILL BE PERMITTED.
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