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Landscape Materials
Paving/Asphalt Work
SCALE: 1 INCH = 8 FEET
Driveway
sidewalk
APN. 65-2646-32 DECEMBER, 2020
FILED MARCH 25, 1908 IN MAP BOOK 23, PAGE 78, ALAMEDA COUNTY RECORDS
917 CARMEL AVENUE, ALBANY, CA LOT 29, BLOCK 33, "AMENDED MAP OF FAIRMOUNT PARK"
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Garage
Garage/Shed
Porch
Dormer
House
110.00'
Berkeley, Ca. 94710
Note: This drawing was created using PC Survey software, and translated into .pdf format. No responsibility is taken by this office for the accuracy of the .pdf drawing. Please refer to the hard copy. The data contained in this drawing remains the property of Paul O. Webb-Licensed Surveyor, and may only be used for its intended purpose.
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PLYWOOD
THICKNESS
MARK
1 2"A 10d @ 5" 10d @12" 16d @ 5" 16" O.C.
5 8#2&
NOTES: 1.
5 8" diameter all thread rods set in epoxy resin with 7" of embedment shall be used in
existing foundations. 2. Predrilling of sole plates may be required to prevent splitting. 3. All plywood is cdx, c-c, structural ii or better. 4. Nails shall be "common nails" or galvanized box (hot dipped). 5. All shear walls are to be continuous to the roof above unless otherwise noted. 6. Framing at adjoining panel edges shall be 3-inch nominal or wider and nails shall be
staggered 10d nails having penetration into framing of more than 1 5
8" where nails are spaced 4" or less on center.
ANCHOR BOLT
@ JOINT WHERE EDGE NAILING IS 4" O.C. OR CLOSER
PLYWOOD FIELD NAILING
PLYWOOD EDGE NAILING
2X4 BLOCKING
INSTALLATION
CL
NOTE:
1. SEE SHEAR WALL SCHEDULE FOR NAILING. 2. MINIMUM PANEL SIZE IS FIVE SQUARE FEET IN AREA.
3. BLOCKING REQUIRED AT ALL EDGES, MATCH FRAMING AT JOINT.
4. ALL SHEAR WALLS MUST EXTEND TO FLOOR OR ROOF ABOVE.
DBL 2X STUDS SHALL BE STITCHED TOGETHER
WITH 16d NAILS TO MATCH SHEAR WALL EDGE NAILING
*
H D U 2
H D U 2
B1: LVL 1 34" X 5 12" RAFTERS @ 12" O.C., TYP. U.N.O.
B2: 4X6 FLAT B3: 4X6 FLAT
B 4 :
TYP.
R
24" O.C. MAX.
B 6 : D
FOUNDATION PLAN ARE ALSO INDICATED ON THE ROOF FRAMING PLAN.
DRAWN BY
E
R Y D
W E LL
A LB
C O
1 2 1
O LS
O M
U IT
E A
B S1
A S1
C:\Users\n\Documents\arch\stott\Carmel Ave. (917) 21025\2021.04.01.Carmel Ave. (917).dwg, 4/1/2021 4:39:09 PM, _DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches)
SEE DETAIL E/S2
FOR ROOF SHEATHING
TOP & BOTTOM
8;$%#2& WITH BPS 5/8-6 PLATE WASHERS
#4 L BAR @ 12" O.C.
1 2" CDX PLY, NAILINGA
10d @ 5" O.C.
CS16 COIL STRAP
FOR ROOF SHEATHING
SEE DETAIL E/S2 FOR ROOF
SHEATHING FOUR 10d PER BLOCK
10d @ 6" O.C.
10d @ 5" O.C.
LVL 1 34" BLOCK @ 48" O.C.
DBL 2X4 TOP PLATE
DBL LVL 1 34" X 5 12"
LUS46, TYP.
HU1.81/5, TYP.
TWO 16d @
LVL 1 34" X 5 12" RAFTERS @ 12" O.C., TYP.
PLAN VIEW
4" 12"
TYP. EXTERIOR SLAB: 5" CONCRETE WITH #4 @ 12" O.C. EACH WAY AT MID HEIGHT OVER 4" CRUSHED ROCK
SEE DETAIL C/S2
18"
5"
12"
P.T. 3X6 MUDSILL WITH 58;$% @ 32" O.C. WITH BPS 5/8-6 PLATE WASHERS
#4 @ 12" O.C.
10d @ 5" O.C.
SLAB
@ 32" O.C. WITH 3" X 3" X 14"
PLATE WASHERS
LVL 1 34" X 5 12" RAFTERS @ 24" O.C.
10d @ 6" O.C.
SHEATHING
LVL 1 34" X 5 12" RAFTERS @ 12" O.C.
LVL 1 34" BLOCK @ 48" O.C. WITH H2.5A TO TOP PLATE
CONTINUOUS 3X6 TOP PLATE
DBL 2X6 TOP PLATE
LVL 1 34" X 5 12" RAFTERS @ 12" O.C.
LVL 1 34" BLOCK @ 48" O.C. WITH H2.5A TO TOP PLATE
DBL 2X6 TOP PLATE
TYPICAL ROOF SHEATHING: 5
EDGES, 12" O.C. FIELD
4X6 TOP PLATE
CONTINUOUS 4X6 TOP PLATE
SHEATHING
8;$%#2& WITH BPS 5/8-6 PLATE WASHERS
#4 @ 12" O.C.
#4 @ 12" O.C.
WITH 12" LEGS
5,*,'3(5) DRAIN LINE, 2%
SLOPE TO DRAIN
12"
8;$%#2& WITH BPS 5/8-6 PLATE WASHERS
#4 @ 12" O.C.
#4 @ 12" O.C.
TYP. INTERIOR SLAB:
5" CONCRETE WITH #4 @ 12" O.C. EACH WAY AT MID HEIGHT OVER
2" SAND OVER 10mil V.B.
OVER 4" CRUSHED ROCK
1 2" CDX PLY,
PARASEAL
SLOPE TO DRAIN
FILTER FABRIC
12" MAX.
E
R Y D
W E LL
A LB
C O
1 2 1
O LS
O M
U IT
E A
A S2
B S2
E S2
F S2
G S2
H S2
I S2
K S2
O S2
C S2
D S2
M S2
N S2
P S2
Q S2
R S2
J S2
L S2
C:\Users\n\Documents\arch\stott\Carmel Ave. (917) 21025\2021.04.01.Carmel Ave. (917).dwg, 4/1/2021 4:39:12 PM, _DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches)
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