HomeMy WebLinkAbout0935.00hBEARING WALL FRAMING SCHEDULE
MARK
STUD
SPACING
SPECIES
"A"
2x4
16" 0.0.
SPF, STUD GRADE OR BETTER
"B"
2x4
12" O.C.
SPF, STUD GRADE OR BETTER
"C"
2x4
12" 0.0.
SPF, #1/#2 GRADE OR BETTER
"D"
DBL. 2x4
16" O.C.
SPF, STUD GRADE OR BETTER
"E"
DBL. 2x4
12" O.C.
SPF, STUD GRADE OR BETTER
DOOR /WINDOW HEADER SCHEDULE
MARK
MATERIALS
STEEL ANGLE
H1
(2) 2x10 WITH 1/2" PLYWOOD (SP NO.
1 OR NO. 2)
H2
(2) 2x12 WITH 1/2" PLYWOOD (SP NO.
1 OR NO. 2)
H3
3- 1/2 "x9 -1/4" PSL OR LVL LUMBER (2.OE)
H4
3 -1/2 "x11 -1/4" PSL OR LVL LUMBER (2AE)
H5
3 -1/2 "x14" PSL OR LVL LUMBER (2.OE)
BRICK LINTEL SCHEDULE
MARK
CLEAR OPENING
STEEL ANGLE
8L1
UP TO 5' -0
L 3 1/2 x 3 1/2 x 5/16
BL2
5' -1" TO 7' -0"
L 5 x 3 1/2 x 5/16 (LLV)
BL3
7' -1" TO 10' -0"
L 6 x 3 1/2 x 3/8 (LLV)
(o' —o
(0' -7
AT DOOR
0)
ROOF OVERBUILD
0
I
SCALE: 1/8"=1'-0"
FLOOR (BEYOND)
SLOPED INTERIOR SLAB
W/ W.W.F.
GRANULAR FILL
#5 CONT.
x s
SEE PLAN
r 'I
SC ALE 3/ 4"=1 -0"
ROOF OVERBUILD
4t' O.d (IYP•b
ANN. 41111011,11.111.
ROOF OVERBUILD
BUILDING TYPE V ROOF FRAMING PLAN
WALL BEYOND
1' -6"
#4 x .0
/2" EXP. JOINT
EXTERIOR SLAB W/ W.W.F.
SLOPE 1/8" PER FT.
NOTE:
TYP. GARAGE ENTRY
N_ #4x3' -0" 1' -4" 0.C.
STEP TOP OF FTG
DOWN AT GARAGE
ENTRANCES SEE
ARCH. DWGS. FOR
FLOOR DEPRESSION
AND SLOPE DETAILS
0 1 -4" 0.C.
1. REFER TO DRAWINGS S401 AND S402 FOR GENERAL NOTES AND TYPICAL DETAILS
PERTAINING TO WORK SHOWN ON THIS DRAWING.
2. TOPS OF ALL PERIMETER WALL FOOTINGS ARE AT ELEV. -(0' -9 1/2"). U.N.O.
3. SLAB -ON -GRADE IS 4" THICK CONCRETE WITH 6x6- W1.4xW1.4 W.W.F. ON 6 MIL
VAPOR BARRIER OVER 4" COMPACTED AGGREGATE FILL UNLESS NOTED OTHERWISE.
4. ALL FLOOR JOISTS ARE 18" DEEP OPEN
SPACED 24" ON CENTER UNLESS NOTED
5. FLOOR JOISTS AT EXTERIOR BALCONIES
OTHERWISE NOTED.
WEB PARALLEL CHORD WOOD TRUSSES
OTHERWISE.
ARE 2x8 AT 16" ON CENTER UNLESS
6. ROOF FRAMING IS 2x SAWN LUMBER, NO. 1/N0.2 GRADE SPF OR EQUAL.
7. ALL RAFTERS ARE SPACED 24" ON CENTER UNLESS NOTED OTHERWISE
8. ROOF OVERBUILD MAY BE CONSTRUCTED WITH PREFABRICATED WOOD TRUSSES OR
CONVENTIONAL 2x FRAMING.
PLAN NOTES
9 INTERIOR BEARING WALL LOCATIONS CORRESPOND TC LOCATIONS OF THICKENED
SLAB SHOWN ON FOUNDATION PLAN.
10. INTERIOR BEARING WALLS ALSO SERVE AS SHEAR WALLS. SEE DWG. S402 FOR
NAILING REQUIREMENTS.
11. REFER TO ARCHITECTURAL DRAWINGS FOR GARAGE FLOOR SLAB DEPRESSION
AND SLOPE DETAILS
12. FRAMING FOR NON- BEARING INTERIOR WALLS IS SPF, STUD GRADE, 0 24" 0.0.
UNLESS NOTED OTHERWISE.
1 0
N
1'-
4
4
r
1. I
WF241
BUILDING TYPE V THIRD FLOOR FRAMING PLAN
SCALE: 1/8"=1'-0"
20' -1071"
SCALE: 1/8"=1 0"
28' -6"
28'-5."
28`-
(2) 2x10
SCALE. 1/8 "=1' --0"
8' -771"
0
SCALE: 1/8" =1'
H4-3
80' -3"
80' -3"
23' -3"
Q
82'
RIPPED
2x8 0 16" 0.C.
SEE 38/A501 (SIM.)
21' -3"
23' -1 1 i"
H
4
(2) 2x10
r
BUILDING TYPE V SECOND FLOOR FRAMING PLAN
BUILDING TYPE V FDN. BLOCK PLAN
(WITH SECOND FLOOR WALLS BELOW)
8 -7 71"
(WITH FIRST FLOOR WALLS BELOW)
28' -6"
28 -5i
BUILDING TYPE V FOUNDATION PLAN
20' -1071"
i it
TOP OF "L" BLOCK
BRICK LEDGE
1
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0
N
1
NOTES.
1. SPF SPRUCE PINE -FIR
2. UNLESS OTHERWISE NOTED, ALL BEARING WALL FRAMING IS TYPE "A"
3. STUDS ARE LISTED IN TABLE FROM LOWEST LOAD CAPACITY
(MARK "A TO HIGHEST LOAD CAPACITY (MARK "E STUDS
WITH A HIGHER MARK MAY BE SUBSTITUTED FOR THOSE
WITH A LOWER MARK. FOR EXAMPLE MARK "D" STUDS MAY
BE SUBSTITUTED FOR MARK "C" STUDS.
NOTES;
1. PSL PARALLEL STRAND LUMBER. (PARALAM OR EQUAL)
2. LVL LAMINATED VENEER LUMBER (MICROLAM OR EQUAL)
3. UNLESS OTHERWISE NOTED, APPLY HEADERS AS FOLLOWS:
H1 OPNGS
H2 OPNGS
H3 OPNGS
H4 OPNGS
H5 OPNGS
NOTES:
UP TO 3' -0"
GREATER THAN
GREATER THAN
GREATER THAN
GREATER THAN
3' -0" UP TO 4' -0"
4' -0" UP TO 8' -0"
8' -0" UP TO 1O' —O"
10' -0 UP TO 12' -0"
1. PROVIDE 8" BEARING EACH END.
2. ALL LINTELS EXPOSED TO WEATHER SHALL BE GALVANIZED.
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SHEET
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