HomeMy WebLinkAbout03070067.910/12 SLOPE -
I I
LLA
I W 1 I
_0 0-
04
-N II II
00 T 1 TR —
r
SS S
m
CUPO
-
110/12 SLOPE _ -
z i I
0 L__/ 0
ROOF FRAMING PLAN
SCALE 1/4" = 1'-0"
FRAMING NOTES
I I I I I I I I I I I I I I I I I �II I I I I I I I I I I I I I I 1 I 1
I I I I I I W i I I I I I I I I I I I I d I I I I I I I
a I 0 I I I I I 1 I 1
I I I I IN i( I i I I I II li 1 1 1 1 1 1 Iy
I I 1 EF 1 I I N I I I I I I I I 1 IN
I I I I� I I I I I I I I
I I I I I
I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I
I I I i I 1 1 I
IN
(II Ii IIIIiIIII IIII((
I I I I I I I I I I I I I I I I I
T;Us S C I—�—�--� I I I I I I I I
TRUSS C TT I I I /I
I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I
I I I I I I I I I
IRIDJE JENJ
1 RI GE JVEdT
I I I I I I I I I I I I I I I I I
W
tL
0
N
0
1. CARPENTRY : ALL LOAD BEARING STUDS AND HEADERS TO BE # 2
SOUTHERN YELLOW PINE WHERE
Eb = 1500 PSI
E = 1.6 x 10 6 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 LINES. 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.
,III IIII 1111111
I I I I I t I 1 I I I I I I I
III III WI 1 1 1 1 1 1 _1
I I I I I I N I I I I ( I
I I QI I I 00O
4 I I I I I I I I I I I
I I I I I I I
i
1 110/121 SLOPE
I I I I I I 1 I _ _
I I I I I I I I I I
5. HIP, VALLEY RAFTERS, AND RIDGE BOARDS TO ALWAYS BE AT LEAST 2 ONE
2X SIZE LARGER THAN RAFTERS.
6. ALL FRAMING TO BE 16" CC UNLESS NOTED OTHERWISE.
7. ROOF DECKING MATERIAL TO BE VERIFIED BY BUILDERS SPECS.
8.
PROVIDE COLLAR TIES
AT UPPER 1/3 OF VERTICAL
DISTANCE BETWEEN RIDGE
BOARDS AND JOISTS, (
48" CC )
9.
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 O MID HEIGHT O ALL WALLS
OVER 8' IN HEIGHT.
I I I I I I I0.
I I I I 1 I 1 I
1
I I 1 I I I I 1 I O
ORAEI
I I I I I I I I m ( I I I I I
1 1 1 1 1 1 I
r--�-� TdUS� C
I I I 1 I I I I
I I I I I I I I I I I I I
I
-CUPOLIAA 1 1 1 1 1 1 1 1 1 1 1 1
I I I I I 1 I I I
I RIaGE (VENT I I I I I
I I I ( I I I I I I I I I
I I I I I I I I I I I I I I I I I
W I I I I i I I I I
0-
11R
i 10/12 (SLOPE
TRU =S
1
I I I I I I 1 1 I I I I I I i
Illla II 11
I I I I I I 1 0 I I I I I a I i I
IIIIIINIII'II
I I I I I I I S I I 1 I I I I I I 1 I
II�IIII' III
I I I I I I I 1 1I 1 I I I I I I
TRUSS
I I I i I I I I I I i I I I I I I
r I ( I RIC GE IVEI T I I I
I I I I I I I I I I I I I I I I I
01
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.
is
0 u 0
C�
Z
D
J
m
W QCT
C) V•'
O
cyO
N
Lid
J
Z
N
PROD. NO 03
DATE 19—M)
SHM .