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E046)
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E216)
2 X 8 RADIAL FRAMED RAFTERS.
E050)
4 X 6 BEAM,
E225)
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E051)
4 X 8 BEAM.
E226)
2 X 8 RAFTERS @ 24" O.C.
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E046)
4X6.
E216)
2 X 8 RADIAL FRAMED RAFTERS.
E050)
4 X 6 BEAM,
E225)
2 X 6 RAFTERS @ 24" O.C.
E051)
4 X 8 BEAM.
E226)
2 X 8 RAFTERS @ 24" O.C.
E052)
4 X 10 BEAM,
E227)
2 X 10 RAFTERS @ 24" O.C.
E053)
4 X 12 BEAM.
E228)
2 X 12 RAFTERS @ 24" O.C.
E056)
6 X 12 BEAM.
E245)
2 X 8 RIDGE.
E060)
3118" X 12" LAMINATED BEAM.
E246)
2 X 10 RIDGE,
E061)
3118" X 131!2" LAMINATED BEAM.
E247)
2 X 12 RIDGE.
E076)
5118" X 12" LAMINATED BEAM.
E249)
3 X 12 RIDGE.
E077)
5118" X 13112' LAMINATED BEAM.
E250)
2 X 8 HIP RAFTER.
E078)
5118' X 15' LAMINATED BEAM.
E251)
2 X 10 HIP RAFTER,
E080)
5118" X 18' LAMINATED BEAM.
E252)
2 X 12 HIP RAFTER,
E081)
5118" X 21' LAMINATED BEAM.
E265)
DOUBLE RAFTER.
E149)
2 X 6 RAFTERS @ 24" O.C.
E270)
CANTILEVER BEAM.
C) PROVIDE BLOCKING OR BRIDGING PER MANUFACTURER'S GUIDELINES.
OVER 2 X 4 CEILING JOISTS @ 24" O.C.
E276)
WOOD TRUSSES @ 24' O.C.
E152)
2 X 8 RAFTERS @ 24" O.C.
E278)
GIRDER TRUSS.
POST ABOVE.
OVER 2 X 6 CEILING JOISTS @ 24" O.C.
E282)
RIDGE LINE.
E153)
2 X 10 RAFTERS @ 24" O.C.
E283)
HIP LINE,
OVER 2 X 8 CEILING JOISTS @ 24' O.C.
E284)
VALLEY LINE,
E154)
2 X 12 RAFTERS @ 24" O.C.
E285)
JACK TRUSSES @ 24" O.C.
OVER 2 X 10 CEILING JOISTS @ 24" O.C.
E288)
WOOD SCIZZOR TRUSSES @ 24" O.C.
E200)
2 X 8 RAFTERS @ 16" O.C.
E292)
WOOD FLOOR TRUSSES @ 12' O.C.
OVER 2 X 6 CEILING JOISTS @ 16' Q.G.
W/ RIPPERS FOR DRAINAGE.
E305)
2X BLOCKING CONTINUOUS,
ROOF FRAMING PLAN
E306)
2 X BLOCKING @ RAFTER ENDS AS NEEDED.
TRUSS TYPES (SEE SHEET 6A)
E310)
WALL ABOVE ROOF, 2 X 6 @ 16' O.C.
U
E316)
2X BLOCKING AS REQUIRED.
NOTE:
E326)
2 X 6 CEILING JOISTS @ 24" O.C.
W Z
E327)
2 X 8 CEILING JOISTS @ 24' O.C.
TRUSS TYPES ARE SCHEMATIC ONLY, SHOWING SHAPE (PROFILE), SPAN AND BEARING CONDITIONS.
E328)
2 X 10 CEILING JOISTS @ 24" O.C.
SPECIFIC ENGINEERING AND CONSTRUCTION OF THE TRUSSES SHALL BE THE RESPONSIBILITY OF THE.
E336)
2X CHIMNEY HOUSING ABOVE ROOF.
TRUSS MANUFACTURER SELECTED BY THE GENERAL CONTRACTOR.
E340)
ATTIC SCUTTLE (22" X 30" MIN.).
E350)
FRAMING ANCHOR EACH END, EACH TRUSS OR RAFTER.
ALL TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS
E351)
HANGERS TYPICAL.
A) 45 P.S.F. AT TILE OR CONCRETE SHINGLE ROOFS.
E358)
PLYWOOD GUSSETT WITH 2 X FRAMING AS REQUIRED,
B) 35 P.S.F. AT BUILT-UP OR FOAM ROOFS.
E359}
BEAM HANGERS.
C) 55 P.S.F. AT FLOORS AND BALCONIES.
E459)
E455)
4 X 4 WOOD POST.
6 X 6 POST.
D) TRUSSES ARE NOT TO BE ALTERED OR FIELD CUT UNLESS APPROVED, SIGNED AND SEALED
E457)
4 X 6 POST.
CALCULATIONS ARE PROVIDED BY A STATE LICENSED ENGINEER,
E464)
TRUSS BLOCKING PER MFR.
TYPICAL NOTES: ROOF FRAMING
E467)
2 X BLOCKING.
E470)
2X BLOCKING UNDER RIDGE POINT.
A) PROVIDE FRAMING ANCHORS AT EACH END OF TRUSS OR RAFTER AS OCCURS.
E473)
2X FRAMING AS NEEDED.
B) PROVIDE SOLID BLOCKING BETWEEN FLOOR TRUSSES AT BEARING LOCATIONS.
E481)
4 X 4 WOOD POST FROM UPPER BEAMITRUSS TO LOWER BEAM.
C) PROVIDE BLOCKING OR BRIDGING PER MANUFACTURER'S GUIDELINES.
E482)
WOOD POST FROM UPPER BEAMITRUSS TO LOWER BEAM.
D) PROVIDE 5 /8" C.D.X. PLYWOOD AT ALL ROOF AREAS. PLACE PLYWOOD SHEETS
E483)
6 X 6 WOOD POST FROM UPPER BEAMITRUSS TO LOWER BEAM.
LENGTHWISE PERPENDICULAR TO FRAMING MEMBERS: STAGGER JOINTS @
E484)
POST ABOVE.
4' -G" O.C. NAIL PLYWOOD TO FRAMING MEMBERS AT PERIMETER EDGES 6' O.C.
E497)
SADDLE AND FLASH.
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).
G) TRUSSED OPENING OR SOLID MEMBERS OF EQUAL STRENGTH WILL BE PERMITTED.
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— 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.
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).
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.
2x6 OVERFRAME SIMPSON RR RIDGE
@ 24" O.C. RAFTER CONNECTOR
EACH SIDE
(4)16d @ EA. END
OF COLLAR TIES
2x4 COLLAR
TIES @ 48" O.0 �-
' -2x4 POST @ 48" O.C. EA.
WAY - MIN. (2)16d
FACE NAILS PER POST
2x6 @24 "C
2x4 BRACE
EACH WAY
PROVIDE 2)
(2)16d T.N.
2x8 RIDGE
ROOF SHEATHING
ROOF SHEATHING
WEB TRUSSES STAMPED
& APPROVED @ 24" O.C.
- SEE FRAMING PLAN
ALL ROOF FRAMING SHALL BE COMPLETELY
SHEETED & NAILED UNDER ALL FRAMING W/ MIN.
OPENING FOR ACCESS & ATTIC VENTILATION.
tJATCH DESIGNATES
:R- FRAMED AREA
OVER - FRAMING
:R SHEATHING
[ �) TYP. ROOF OVERFRAMING
2x6 OVER- FRAMING @ 2' -0' O.C. W/ 2x4 SUPPORTS
TO TRUSS BELOW @ 4'-0" O.C. EA. WAY MAX., STAGGERED
2' -D" ON ADJACENT ROW AS SHOWN ABOVE, WHEN SUPPORT
FALLS BETWEEN TRUSSES SPAN 3 TRUSSES W/ 2x6 PLATE.
POST ON, TO TRUSS
8" O.C.
RUSS BELOW, TYP.
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