HomeMy WebLinkAbout2017 N Greenleaf St Unit #2 - REV 1 - Plan(E) GARAGE SLAB TO REMAIN
(PROVIDE MIN. 3 COATS OF CONCRETE
FLOOR MOISTURE RETARDANT BARRIER.
USE REGARD WATERPROOFING
MEMBRANE ESR-1413 OR EQUIV.)
(N
)
H
D
U
2
(N
)
4
"
X
6
"
2
--
1
--
3
--
4
--
4
--
4
--
4
--
4
--
4
--
(N) H
D
U
2
(N) 4
"
X
6
"
(N) HD
U
2
(N) 4"X
6
"
(N) HD
U
2
(N) 4"X
6
"
(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N) H
D
U
2
(N) 4
"
X
6
"
(N) HD
U
2
(N) 4"X
6
"
4
--
(N
)
H
D
U
2
(N
)
4
"
X
6
"
4
--
(N) HD
U
2
(N) 4"X
6
"4
--
(N) HD
U
2
(N) 4"X
6
"
(N) HDU2
(N) 4"X6"
L = 5'-5"
1
7
--(E
)
2
"
X
1
0
"
R
.
R
.
@
1
6
"
O
.
C
.
,
T
Y
P
.
E
(N
)
4
"
X
6
"
(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N) HD
U
2
(N) 4"X
6
"
(N) HD
U
2
(N) 4"X
6
"
L = 6'-0"
1
(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N) H
D
U
2
(N) 4
"
X
6
"
L = 6'-0"
1
15
SD1
6
--
6
--
L = 4'-0"
1
A B C
2
(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N
)
H
D
U
2
(N
)
4
"
X
6
"
6
--
L = 4'-0"
1 (N) 4"X8" HDR #1
(N) 4"X6"
(N) 4"X8"
(E
)
H
D
R
(N) HD
U
2
(N) 4"X
6
"
(N
)
4
"
X
6
"
(N) 2"X6" R.R.
@ 16" O.C.
17
SD1
17
SD1
(N) 4" SLAB ON GRADE
W/ #4 BARS @ 16" O.C.
1
--
5
--
14
SD1
16
SD1
(E
)
2
"
X
1
0
"
R
.
R
.
@
1
6
"
O
.
C
.
,
T
Y
P
.
18
SD1 TYP.
4
--
4
--(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N) H
D
U
2
(N) 4
"
X
6
"
18
SD1 TYP.
(N
)
H
D
U
2
(N
)
4
"
X
6
"
(N) H
D
U
2
(N) 4
"
X
6
"
L = 4'-0"
1
6
--
(E) FOOTING WIDTH: 12" MIN.V.I.F.
(E) FOOTING DEPTH: 24" MIN. V.I.F.
(E) HS
S
1
0
X
4
X
1
/
8
C
O
L
U
M
N
(E) 24"X24"X24" DEEP GRADE
BEAM TO REMAIN, V.I.F.
E
(E) HS
S
1
0
X
4
X
1
/
8
C
O
L
U
M
N
20
SD1
4
3
1
2
DOWEL DETAIL
(N) FTG.(E) FTG.
P.T. MUDSILL W/ ANCHOR BOLTS
PER PLAN
S.S.T. "LSTA36" @ (N) AND (E)
SILL PL. CONNECTION
(WHERE OCCURS)
REBAR PER PLANS,
TYP.
24"8"
#4 DOWELS, T&B
EPOXY SET WITH
SIMPSON SET-XP
EPOXY (RR25744),
SPECIAL DEPUTY
INSP. REQ'D.
(E) SLAB
12" MIN.
24
"
MI
N
.
#5 DOWELS @ 16" O.C., W/ 6" MIN
EMB. EPOXY SET WITH SIMPSON
SET-3G EPOXY (ESR-4057), SPECIAL
DEPUTY INSP. REQ'D.
(N) CONC. FTG PER PLANS
NOTE: SEE SCHEARWALL SCHEDULE
FOR A.B. SPACING IN SHEARWALL
P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
STUD WALL PER PLANS
SHEAR PANEL'G. PER
SCHEDULE (WHERE
OCCURS)
INTERIOR SLAB FOOTING
2- #4 HORIZ. BARS @ T&B., TYP.
(E) SLAB
134" MIN.
POST PER PLANS
58"Ø SIMPSON
"SSTB16"
12
58"
M
I
N
.
14
116
"
MA
X
.
178"
HOLD DOWN @ NEW SLAB
134" MIN.
POST PER PLANS
10
"
MI
N
.
HOLD DOWN @ EXISTING SLAB
SIMPSON HOLD
DOWN PER PLANS
SIMPSON HOLD
DOWN PER PLANS
#5 DOWELS @ 16" O.C., W/ 6" MIN
EMB. EPOXY SET WITH SIMPSON
SET-3G EPOXY (ESR-4057), SPECIAL
DEPUTY INSP. REQ'D.
TYPICAL HEADER FRAMING
HEADER SEE SCHEDULE
HEADER SCHEDULE
MIN. HEADER SIZEMAX
OPENING
WIDTH BEARING
WALL
NON-BRG.
WALL
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"4 X 14
4 X 12
4 X 10
4 X 6 4 X 4
4 X 6
4 X 8
4 X 10
4 X 12
4 X 8
SEE ARCHITECTURAL PLANS
TOP PLATE A35 UNDER HEADER 4 X 8 OR SMALLER
'EPC' UNDER 4 X 10 OR 4 X 12
'ECC" LARGER U.N.O.
DBL. STUD UNDER HEADER 4 X 8 OR SMALLER
4 X POST UNDER 4 X 10 OR LARGER U.N.O.
SIMPSON "A35" WHEN OPEN'G
WIDTH EXCEEDS 5'-0"
("A35'S" @2 X 6 STUDS)
2 - 16d (3 - 16d @
HDRS. DEEPER THAN 4")
USE 2 - 2 X KING
STUDS AT OPENINGS
WIDER THAN 6' - 0"
2 X BLK'G
16d @ 12" O.C.
STAGGERED TYP.
DBL. FULL HT.STUDS WHEN
OPENING WIDTH EXCEEDS 5' - 0"
SIMPSON "A35" WHEN OPEN'G
WIDTH EXCEEDS 5' - 0"
("A35'S" @ 2 X 6 STUDS)
75SHEAR TRANSFER DETAIL
SHEARWALL PER SCHED.
2-2X TOP PL.
E.N.
STUD WALL PER PLANS
SIMPSON "A35" @ EA. BAY.
(SEE SHEARWALL SCHEDULE
FIR SPACING @ SHEARWALL
LOCATIONS)
RAFTERS PER PLANS
SHEARWALL PER SCHED.
2-2X TOP PL.
E.N.
STUD WALL PER PLANS
SIMPSON "A35" @ EA. BAY.
(SEE SHEARWALL SCHEDULE
FIR SPACING @ SHEARWALL
LOCATIONS)
RAFTERS PER PLANS
(E) ROOF SHEATHING TO
REMAIN, TYP.
1 - 14" x 6" LAG SCREW
(E) ROOF SHEATHING TO
REMAIN, TYP.
SHEAR TRANSFER DETAIL6 8
JOIST PER PLAN
"A35" EA. BAY
(SEE SHEARWALL
SCHEDULE FOR SPACING
IN SHEARWALL LOCATIONS
2-2X TOP PL.
RAFTERS PER PLAN
STUD WALL PER PLANS
E.N.
SHEATHING PER SCHEDULE
FRAMING DETAIL
(E) ROOF SHEATHING TO
REMAIN, TYP.
SHEAR TRANSFER DETAIL
2X BLOCKING TO BE SAME DEPTH AS JOIST
OR RAFTER
SPACED @ 4'-0" MAX. BETWEEN SUPPORTS.
(SEE DETAIL #3/ SHEET SD1)
2X BLOCKING TO BE SAME DEPTH AS JOIST
OR RAFTER
SPACED @ 4'-0" MAX. BETWEEN SUPPORTS.
(SEE DETAIL #3/ SHEET SD1)
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ENGINEER OF RECORD:
PR
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Located at:
18757 BURBANK BLVD. UNIT 109
TARZANA, CA 91356
Call:
(213) 373-4513
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S-2FOUNDATION PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
HOLD DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE
WASHERS;AND HOLD DOWNS SHALL BE FINGER
TIGHT AND WRENCH TURNED JUST PRIOR TO
COVERING THE WALL FRAMING. CONNECTOR
BOLTS INTO WOOD FRAMINMG REQUIRE STEEL
PLATE WASHERS ON THE POST ON THE
OPPOSITE SIDE OF THE ANCHORAGE DEVICE.
PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH
BY 3 INCHES BY 3 INCHES
ROOF FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
PLYWOOD SHEAR ANC.
SHEARWALL SCHEDULE
EDGE NAILINGTAG CAPACITY
NOTES:
1)NAILING IS IN ADDITION TO THE MINIMUM REQUIREMENTS OF C.B.C. - TABLE 2304.9.1
2)HDU2 HOLD DOWN AT EACH END
3)SOLID BLOCK AND NAIL ALL PLYWOOD EDGES
4)PROVIDE 12" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING
1
FIELD NAILING ANC. BOLT
15/32" STRUCT. 1 LTP4 @ 16" O.C.10d COM. @ 6" O.C.
2
340 plf10d COM. @ 12" O.C.58" @ 32" O.C.*
PER MFR.N/A
3
7755 lbsN/A PER MFR.SSW 12X8
ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR
GALVANIZED BOX
ALL BOLT HOLES SHALL BE DRILLED 1
32" TO 1
16" OVERSIZED
HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION
INSPECTION
I
I
II
NOTCHES WITHIN 1
3SPAN EA. END
1 BOUNDARY NAILING (B.N.)
2 EDGE NAILING (E.N.)
3 INTERMEDIATE NAILING:
10" O.C. @ FLOORS
12" O.C. @ ROOF, SAME SIZE
AS EDGE NAILING
4 3X4 FLAT BLOCKING (U.N.O.)
5 SEE PLANS FOR PLYWOOD
THICKNESS AND NAILING
6 2'-0" X 4'-0" MIN. SIZE OF
PLYWOOD SHEET.
7 LONG DIMENSION (FACE
GRAIN) PLYWOOD SHALL RUN
ACROSS JOISTS OR RAFTERS
8 NAILS SHALL HAVE A MIN, 3
8"
EDGE DISTANCE AND SHALL
NOT BE OVERDRIVEN
THROUGH PLYWOOD
9 CONTINUOUS PANEL EDGES
SHALL RECEIVE BOUNDARY
NAILING
1
34
2
"D
"
D
14 M
A
X
@
E
N
D
S
D
1 6 M
A
X
.
D
13 M
A
X
.
(2
"
M
I
N
.
)
2"
M
A
X
.
D
13 M
A
X
.
(2
"
M
I
N
.
)
2"
M
A
X
.
NOTCHES NOT PERMITTED
WITHIN MIDDLE THIRD OF
SPAN, BUT BORED HOLES
ARE PERMITTED
BORED HOLES
ALSO PERMITTED
ELEVATION
PROVIDE STUDS BELOW SPLICES
2 - 2X4 TOP PLATES
12 - 16d EA. SIDE OF SPLICE
OR SIMSON ST22 ONE SIDE
ONLY
16d @ 16" O.C.
SPLICE @
UPPER PLATE
4' - 0"MIN.
SPLICE @
LOWER PLATE
2 X 3 CROSS BRIDGING @ 4' - 0" O.C. MAX. BETWEEN SUPPORTS
NOTE: STEEL CROSS BRIDING MAY BE USED @ SAME SPACING
NAIL W/2 - 16d EA. END OF 2 X 3 NAIL @ BOTTOM OF JOIST OR RAFTER
TO BE DRIVEN AFTER SHEATHING 15 PLACES & NAIL DOWN
CROSS BLOCKING
IN LIEU OF WOOD BLOCKING SIMPSON TB20 BRIDGING STRAP
MAY BE USDED
SOLID BLOCKING
NOTE:
2 x BLOCKING TO BE SAME DEPTH AS JOIST OR RAFTER
SPACED @ 4'-0" MAX. BETWEEN SUPPORTS.
2 - 16d @ END NAILS EACH BLOCK AS SHOWN
5/8"
MIN
*40% MAX. STUD
WIDTH NOTCH
25% MAX. STUD
WIDTH NOTCH
60% MAX. STUD
WIDTH BORE
40% MAX. STUD
WIDTH BORE
5/8"
MIN
*
NON-BEARING STUDS BEARING STUDSNOTE:
1.NOTCH AND BORING NOT TO OCCUR IN SAME
STUD SECTION.
2.NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS
MAY HAVE 60% BORED HOLES.
*PORTION OF STUD REMAINING AT NOTCHES
OR HOLES SHALL BE SOUND WOOD WITHOUT
EXCESSIVE STRENGTH REDUCING PROPERTIES
SUCH AS KNOTS, BREAKS, SPLITS, EXCESSIVE
SLOPE GRAIN, ETC.
NOTCH / BORE
% OF STUD 2 X 4 2 X 6
7/8"
1 3/8"
2 1/8"
25%
40%
60%
1 3/8"
2 3/16"
3 5/16"
DBL. STUDS (BRG. OR NON-BRG.)
60
%
M
A
X
.
ST
U
D
W
I
D
T
H
1 1/2"1 1/2"
1 NOTCHING AND BORING OF FLOOR JOISTS 2 NON-BEARING PARTITION WALL TOP CONN.3 TYPICAL BLOCKING DETAIL 4 5ROOF AND FLOOR DIAPHRAGM
6 NOTCHING AND BORING OF STUDS 7 TOP PLATE SPLICE DETAIL 8 9
2-10d TOE NAILS
EA. JOIST EA. SIDE
2-10d FACE NAILS
2X FLAT BLKG'
FINISH PER PLANS
JOISTS PER
PLANS
JOIST
2X STUDS @ 16" O.C.
2X STUDS @ 16" O.C.
INTERSECTION
WOOD FRAMING WALL INTERSECTION
CORNER
DBL. JOIST
JOIST
DBL. JOIST
SIMPSON "U"
HANGER
OPEN AREA
TYP. FLR. AND ROOF OPENING
11 12
10
14 15
NEW FRAMINGEXISTING FRAMING
NEW FRAMINGEXISTING FRAMING
FIT SNUG
SIMPSON LSTA36
@ BOTH SIDES OF
PLATES
NOTE: UPON CONSTRUCTING THE NEW EXTERIOR WALLS PROVIDE LSTA36
STRAPS AT BOTH SIDE OF TOP & BOT. PLATES OF THE STUD WALL TO
CREATE THE CONTINUITY OF THE STUD WALL WITH THE REST OF THE
EXISTING WALL.
LINTEL SIZE SCHEDULE
SPANH
UP TO 6'-0"5 1/2"
6'-0" TO 8'-0"7 1/4"
8'-0" TO 10'-0"9 1/4"
LINTEL SIZES GIVEN ARE MINIMUMS LARGER SIZES
SHALL BE USED WHERE CALLED FOR BY PLANS OR
BY SPECIFIC DETAILS
MATCH
STUD
WIDTH
H SE
E
SC
H
E
D
U
L
E
SOLID BUILT-UP
BLOCK @ 24"
O.C. MAXIMUM
WITH 2-16d NAILS
FROM EACH SIDE
A34 TOP AND BOTTOM OF
JAMB AT OPENINGS MORE
THAN 3'-0" IN EXTERIOR
WALLS ONLY
2 X BLOCKING
AT MIDHEIGHT
OR 8'0" MAX.
2 X SILL PLATE W/ " A.B. PER PLANS
HOLD DOWN
AS OCCURS
MIN 3/4" DRYPACK AS
LEVELING BASE UNLESS
BASE IS LEVEL WITHIN
1/8" IN 10'-0"
NOTE: WALL FRAMING OVER FRAMED FLOOR SIMILAR
5' MIN.
9' MAX.DOUBLE STUD JAMB AT
OPENINGS MORE THAN 4'-0"
JACK STUD AT LINTEL
USE DOUBLE JACK STUD
AT OPENINGS MORE THAN
6'-0" U.N.O.
A35 CLIP AT OPENINGS
MORE THAN 3'-0"
AT EXT. WALLS ONLY
SOLID OR BUILT-UP
LINTEL OVER OPENING
DOUBLE TOP PLATE
FOR SPLICE SEE DET. 5
3-16d
MIN
TYPICAL WALL FRAMING DETAIL
17
TYPICAL FRAMING DETAIL
16
DBL. JOIST
ADDITIONAL
JOIST BELOW
WALL
PER PLANS
4" MAX FOR
PLUMBING
NO PARRALLEL
PLYWD.JOINTS
BTWN. JOISTS
ALTERNATE "A"
34" MIN.
BRG.
ALTERNATE "B"ALTERNATE "C"
WALL LENGTHS GREATER THAN 3'-0" IN LENGTH
NON-BEARING WALL 12
THE LENGTH OR LESS
OF JOIST SPAN
DBL. 2X4 @ 24" O.C.
LAP W/ (2) 10d
2-16d
END NAILS
EA. END
1-1/2" MIN.
ALIGN JOIST
BELOW WALL
JOIST PER PLAN
ALTERNATE "B"
WALL LENGTHS LESS THAN THAN 3'-0" IN LENGTH
ALTERNATE "A"
TYP. NON-BEARING PARTITION WALL BTTM. CONN.
18 19 20
(E) SLAB
12" MIN.
24
"
MI
N
.
1- #4 HORIZ. BAR
#5 DOWELS @ 16" O.C., W/ 6" MIN
EMB. EPOXY SET WITH SIMPSON
SET-3G EPOXY (ESR-4057), SPECIAL
DEPUTY INSP. REQ'D.
(N) CONC. FTG PER PLANS
NOTE: SEE SCHEARWALL SCHEDULE
FOR A.B. SPACING IN SHEARWALL
P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
STUD WALL PER PLANS
SHEAR PANEL'G. PER
SCHEDULE (WHERE
OCCURS)
8"
MI
N
.
EXTERIOR FINISH PER
PLANS
EXTERIOR SLAB FOOTING (1-STORY)
2- #4 HORIZ. BARS @ T&B., TYP.
6"
MIN.
B.N.
E.N.
2X SOLID BLKG'
UPLIFT FRAMING CLIP
"A35" FRAMING ANCHOR AT
EACH BAY
2-2X TOP PL.
STUD WALL PER PLANS
(N) PLYWOOD SHEAR
WALL PER PLAN
(WHERE OCCURS)
EAVE FRAMING DETAIL
PER PLAN
RAFTER PER PLANS (N) SEALANT
(N) R.R. PER
PLANS
(N) SIMPSON "HU" JOIST HANGER
OR EQUIVALENT. (L.A.R.R. #25807)
26 GALV. FLASHING STRIP
(N) 2X LEDGER W/ 12" X 5 " LAG
BOLT EA. STUD
(E) STUD WALL
12" COX. PLY.
SHEATHING (MIN.)
SLOPE (14"/FT.)
(N) 2X BLKG' @
4'-0" O.C.
FRAMING DETAIL
(N) 1532" WOOD STRUCTURAL
PANEL W/ 8d @ 6"/6"/12"
(N) PLYWOOD SHEAR
WALL PER PLAN
(WHERE OCCURS)
E.N.
STUD WALL PER PLANS
RAFTERS PER PLANS
(N) 2X BLOCKING
(N) BARGE
RAFTER
(N) 2X BLOCKING
VERGE RAFTER
FRAMING @ GABLE ENDS
(N) 15
32" WOOD STRUCTURAL
PANEL W/ 8d @ 6"/6"/12"
A35 FRAMING ANCHOR PER
SHEARWALL SCHED.
24" LAP TYP.
TOP BARS
4" SLAB PER PLAN, TYP.
12" MIN.
24
"
M
I
N
.
P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
4'-0" O.C. W/ 7" MIN. EMB.
SHEAR PANEL'G. PER
SCHEDULE (WHERE
OCCURS)
8"
MI
N
.
G.I. WEEP SCREED
EXTERIOR FINISH PER
PLANS
NOTE: SEE SCHEARWALL SCHEDULE
FOR A.B. SPACING IN SHEARWALL
#4 BAR @ 16" O.C.E.W, TYP.
10 MIL VISQUEEN, (PLASTIC VAPOR
BARRIER)
STUD WALL PER PLANS
EXTERIOR SLAB FOOTING
4" THICK BASE OF 12" CLEAN
AGGREGATE2 - #4 BARS T&B
#4 CONT. BAR , TYP.
6" MIN.
134" MIN.
SHEAR WALL
PER PLAN
58"Ø ANCHOR BOLTS @ 32" O.C.
U.N.O. SET WITH SIMPSON
SET-3G EPOXY (ESR-4057) OR
EQUIV., SPECIAL DEPUTY INSP.
REQ'D.
10
"
MI
N
.
ANCHOR BOLTS @ EXISTING SLAB (N) CURB ATTACHMENT TO (E) SLAB
SLAB PER PLAN
STUD WALL PER PLANS
8"
MI
N
.
EXTERIOR FINISH PER
PLANS
6"
1-#4 BAR
#5 DOWELS @ 16"
O.C., W/ 6" MIN EMB.
EPOXY SET WITH
SIMPSON SET-3G
EPOXY (ESR-4057),
SPECIAL DEPUTY
INSP. REQ'D.
(N) P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
(N) CURB TO EXISTING FOOTING DETAIL
SLAB PER PLAN
STUD WALL PER PLANS
8"
MI
N
.
EXTERIOR FINISH PER
PLANS
6"
1-#4 BAR
#5 DOWELS @ 16" O.C., W/ 8" MIN
EMB. EPOXY SET WITH SIMPSON
SET-3G EPOXY (ESR-4057),
SPECIAL DEPUTY INSP. REQ'D.
(N) P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
VM75 SHEET
MEMBRANE OR
EQUIV (LARR#25510)
24
"
M
I
N
.
12
"
M
I
N
.
(E) FOOTING TO REMAIN, TYP.
±1
6
"
DR
A
W
I
N
G
D
A
T
E
:
Ap
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1
0
,
2
0
2
6
(
3
:
3
4
P
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)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
20
1
7
G
R
E
E
N
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A
F
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.
SA
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C
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.
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:
DA
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:
BY
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:
PE
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N
O
.
--
C.
S
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
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C
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I
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N
AT
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A
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Located at:
18757 BURBANK BLVD. UNIT 109
TARZANA, CA 91356
Call:
(213) 373-4513
A.
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.
A.
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