HomeMy WebLinkAbout2344 N Fairmont Ave - REV 1 - Plan2
D
01-A2.0
01-A2.0 4
3
1 2 3
A
B
10
C
D
4 5 6
21
01-A2.0
1
01-A2.0
5
FINISH TO FINISH
60' - 9"
5' - 0"
12
'
-
7
1
/
4
"
6'
-
1
1
/
2
"
32
'
-
6
3
/
4
"
14' - 4"10' - 8"13' - 10"20' - 10"
65' - 9 7/8" (FINISH TO FINISH)
6' - 1 3/4"
13
'
-
1
0
"
17
'
-
0
3
/
8
"
13' - 2 7/8"8' - 0 1/4"14' - 0 7/8"
8' - 3 3/4"
12' - 8"
11
'
-
9
5
/
8
"
7'
-
9
"
10' - 3 1/4"
3'
-
8
3
/
8
"
12' - 11 1/2"
16
'
-
5
3
/
8
"
10' - 8 1/2"13' - 6"
19
'
-
5
3
/
8
"
5' - 10 3/4"7'
-
1
1
1
/
4
"
6' - 8"
STUDY
11
MASTER BEDROOM
12
MASTER BATHROOM
13
BATHROOM
14
BEDROOM
15
HALLWAY
16
LIVING ROOM
17
KITCHEN
18
FAMILY ROOM
19
DINING ROOM
20
COFFEE
21
ADDITION
12X12 SALTILLO
TILE FLOORING
NEW WOOD AWNING WINDOWS, TYP.
SALVAGED HARDWOOD
FLOORING TO MATCH EXISTING
01-A1.0
21
23
01-A2.0
1
01-A4.0 16
01-A2.0
NEW CHIMNEY W/ SIDE
VENTING GAS FIREPLACE
WITHIN THE EXISTING
SURROUND
26
01-A3.0
NEW FOOTING BENEATH
(E) FRAMED WALL, SEE
STRUCTURAL DRAWINGS
21
01-A3.0
SALVAGED WOOD FRENCH
DOORS
LIFT UP HIDDEN DOOR - FOR
BASEMENT ACCESS (STAIRS
BELOW)
(E) POCKET DOOR
2 RISERS @ 7", 1
TREAD AT 12"
GAS SIDE-VENTED "KIVA"
STYLE FIREPLACE W/
PLASTER SURROUND +60"
DUPLEX, TYP.
SWITCH (DIMMER),
TYP.
DATA OUTLET
01-A4.0
11
01-A4.0
21
01-A2.0
14
5
1
/
2
"
42" HIGH
ORNAMENTAL IRON
GUARDRAIL AND
HANDRAIL, TYP.
01-A2.0
13-A 11-B 12-B 12-A 14-B 14-A
15-A
17-C
15-B15-C
17-B17-A
20-320-1 20-2
17-1
18-A21-A
13-B
4' - 6"
5'
-
1
0
"
3' - 2"
FLAT LANDING, NO SLOPE
GREATER THAN 2% IN PATH
OF TRAVEL
3' - 0"
6'
-
0
"
THE LEADING EDGE OF THE
LANDING AT THE DOOR SHALL BE
NO MORE THAN 1-1/2" BELOW
THE TOP OF THRESHOLD.
4' - 10"
11
"
19-A19-B5' - 3"5' - 9 1/2"
4' - 6"
3 7/8"
3' - 0"
8
1
/
2
"
19-1
19-2
12-2 15-1
14
12-1
11-1
1
01-A3.0
4' - 2 1/2"
2 3
A
B
C
D
4 5 6
FI
N
I
S
H
T
O
F
I
N
I
S
H
12
'
-
7
1
/
4
"
FI
N
I
S
H
T
O
F
I
N
I
S
H
32
'
-
6
3
/
4
"
14' - 4"10' - 8"13' - 10"6' - 1 3/4"
13' - 2 7/8"8' - 0 1/4"14' - 0 7/8"
8' - 3 3/4"
12' - 8"
11
'
-
9
5
/
8
"
7'
-
9
"
10' - 3 1/4"
3'
-
8
3
/
8
"
12' - 11 1/2"
16
'
-
5
3
/
8
"
10' - 8 1/2"13' - 6"
19
'
-
5
3
/
8
"
5' - 10 3/4"7'
-
1
1
1
/
4
"
6' - 8"
STUDY
11
MASTER BEDROOM
12
MASTER BATHROOM
13
BATHROOM
14
BEDROOM
15
HALLWAY
16
LIVING ROOM
17
KITCHEN
18
DINING ROOM
20
COFFEE
21
(E) POCKET DOOR TO REMAIN
(E) BRICK CHIMNEY AND FOOTING/
REINFORCING SLAB TO BE DEMOLISHED
PROTECT IN PLACE EXISTING BUILT-IN
CASEWORK TO REMAIN, TYP.
(E) CONCRETE STAIRWAY
DOWN TO BASEMENT TO
REMAIN (HVAC)
ALUMINUM, NON-STRUCTURAL
ENCLOSURE (INCLUDING ROOF
AND SLAB) TO BE DEMOLISHED
(E) PLASTER AND LATH/
OTHER FINISH TO BE
DEMOLISHED
(E) BRICK CHIMNEY HEARTH TO BE
DEMOLISHED
(E) BRICK CHIMNEY TILE FASCIA TO BE
PROTECTED IN PLACE
PROTECT IN PLACE EXISTING WOOD
FLOORING TO REMAIN, TYP.
PROTECT EXISTING DOUBLE HUNG WOOD
WINDOWS, TYP.
DEMO PORTION OF EXTERIOR FINISH TO
TIE NEW FINISH BACK IN
(E) ELECTRICAL PANEL
(E) WINDOWS TO REMAIN, PROTECT IN PLACE
1 2 3
B
C
21
01-A2.0
1
01-A2.0
ADDITION
4" SLAB ON GRADE OVER 15
MIL PLASTIC VAPOR
BARRIER, REBAR AND
SPACING PER STRUCTURAL
FOOTING PER STRUCTURAL
DRAWINGS, SEE 1/S301
6" CURB AT EXTERIOR (E) BASEMENT
ACCESS STAIRWAY
(E) WALL AND
FOUNDATION
17' - 5"
11
'
-
4
1
/
2
"
4' - 8 5/8"
17
'
-
6
"
23
01-A2.0
-6' - 1"
1
01-A4.0
16
01-A2.0
1'
-
0
3
/
8
"
5
1
/
2
"
CONC. STEP (HEIGHT/
DEPTH TO MATCH
EXISTING)
1
3
/
8
"
5' - 0"
0' - 0"
(EXISTING)
2' - 9"
10
3
/
4
"
20' - 8 3/4"
1 2 3
B
C
21
01-A2.0
1
01-A2.0
GAF LOW SLOPE MODIFIED BITUMEN
(SBS) ROOFING ASSEMBLY, CLASS A,
W/ RUBEROID ENERGYCAP MOP PLUS
GRANULE FR MEMBRANE 370N BRIGHT
WHITE (TOP COAT CLASS A) OVER
RUBEROID 20 SMOOTH MEMBRANE
OVER #75 BASESHEET, NAILED TO 1/2"
PLYWOOD, UL ER1306-02
(E) LOW SLOPE SELF-ADHERED
ROOFING
(E) PARAPET WALL
CRICKET, SLOPE TO DRAIN
2EA 4" CLAY PIPE SCUPPERS IN WALL,
2" ABOVE FINISH ROOFING & ROOF
DRAIN CONDUCTOR TO DOWNSPOUT
PARAPET WALL WITH CLAY TILE CAP BY
BORAL, 2-PIECE MISSION PROFILE,
GRADE 1 TESTED, ASTM C1167, MIAMI-
DADE NOA 17-1221.05
12' - 8"
11' - 9"
11' - 4 1/2"
11' - 0 3/4"
VALLEY
23
01-A2.0
1/
4
"
/
1
'
S
L
O
P
E
16
01-A2.0
ROOF SCUPPER CALCULATION
PER CPC APPENDIX D 101.1 LOS ANGELES RAIN
FALL IS 2" PER HOUR FOR 100-YEAR RETURN
OR .021 GAL PER MINUTE.
PER CPC TABLE 1103.1 AT 2" PER HOUR AT MAX
1440 SF (OUR PROJECT IS 317 SF OF ROOFING) 2"
DRAIN REQUIRED
THERE ARE 2EA 4" DIA (ID) SCUPPERS IN THE
WALL TO HANDLE THE MAX RAIN FALL CAPACITY
11' - 9"
SLOPE
1
1
1 2 3
B
C
21
01-A2.0
1
01-A2.0 EXPOSED 4X6 NON-STRUCTURAL BEAMS
1x6 T&G WOOD CEILING TO MATCH
EXISTING.
(E) GYPSUM BOARD CEILING
(E) T&G WOOD CEILING
SUSPENDED LIGHT FIXTURE, TYP.WALL SCONCE
23
01-A2.0
SOFFIT
16
01-A2.0
COMBINATION CARBON
MONOXIDE/SMOKE DETECTOR
RECESSED LIGHT FIXTURE, TYP.
CM
4' - 2 1/2"
1
1
1
1' - 9 7/8"
3' - 11 1/2"4' - 0"4' - 0"4' - 0"3' - 11 1/2"
PROJECT NUMBER:
A
P
R
O
J
E
C
T
F
O
R
:
CHECKED:
DRAWN:
ISSUE/REVISION:
DE
S
I
G
N
E
R
:
LI
N
D
S
A
Y
L
A
T
H
O
M
P
S
O
N
I
V
15
9
8
C
A
M
E
L
O
T
D
R
I
V
E
,
CO
R
O
N
A
,
C
A
,
9
2
8
8
2
PH
O
N
E
:
7
1
4
-
5
0
4
-
2
5
4
4
1/
2
0
/
2
0
2
6
9
:
3
8
:
2
5
P
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:
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Author
Checker
01-A1.0
DEMOLITION AND
CONSTRUCTION PLANS
5/15/2025
CITY SUBMITTAL
23
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1/4" = 1'-0"3OVERALL FLOOR PLAN
1/4" = 1'-0"1OVERALL DEMO FLOOR PLAN
1/4" = 1'-0"21FAMILY ROOM - SLAB FOUNDATION PLAN
1/4" = 1'-0"24FAMILY ROOM - ROOF PLAN
1/4" = 1'-0"22FAMILY ROOM - REFLECTED CEILING PLAN
05/15/2025 BLDG DEPT RESUBMITTAL
01/20/2026 Revision 1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
FINISH SLAB
0' - 0"
CEILING
10' - 0"
HIGH PARAPET
12' - 8"
1 2 3
RAISED FLOOR
1' - 3"
01-A3.0
1
01-A3.0
11
LOW PARAPET
11' - 9"
FINISH SLAB
0' - 0"
CEILING
10' - 0"
HIGH PARAPET
12' - 8"
B C
RAISED FLOOR
1' - 3"
1
01-A2.0
EXISTING CEILING
9' - 3"
01-A3.0
16
LOW PARAPET
11' - 9"
16
01-A2.0
ORNAMENTAL IRON GUARDRAIL.
4" SPHERE SHALL NOT PASS
BETWEEN VERTICAL BARS
FINISH SLAB
0' - 0"
CEILING
10' - 0"
HIGH PARAPET
12' - 8"
B C
BASEMENT
-6' - 1"
RAISED FLOOR
1' - 3"
1
01-A2.0
EXISTING CEILING
9' - 3"
LOW PARAPET
11' - 9"
(E
)
M
I
N
.
H
E
A
D
R
O
O
M
6'
-
5
5
/
8
"
TYP
8"
8 1/2"
CAST IN PLACE CONCRETE
STAIRS TO REMAIN
EXPOSED 4X6 BEAMS
WALL/ HEADER FRAMING
PER STRUCTURAL
ROOF FRAMING PER
STRUCTURAL
(E) POCKET DOOR
(E) OPENING
LANDING FRAMING PER
STRUCTURAL
FOOTING PER STRUCTURAL
TYP.
10"
01-A4.0
3
16
01-A2.0
1'
-
3
"
2X BLOCKING PER
STRUCTURAL
6'
-
1
1
"
LIGHT SWITCH
01-A4.0
13
---
-
FIRE BLOCKING
---
-
01-A4.0
14
FINISH SLAB
0' - 0"
CEILING
10' - 0"
HIGH PARAPET
12' - 8"
3
RAISED FLOOR
1' - 3"
EXISTING CEILING
9' - 3"
23
01-A2.0
01-A4.0
4
3'
-
6
"
2" DIA POST
@ 4'-0" O.C.
3/4" X 3/4" PICKETS
@ 4" O.C.
3
5
/
8
"
2-1/2" X 3/4" TOP AND
BOTTOM RAIL
FINISH SLAB
0' - 0"
HIGH PARAPET
12' - 8"
1 2 3 4 5 6
RAISED FLOOR
1' - 3"
AWNING WINDOWS, TYP.
CEMENT PLASTER TO MATCH
EXISTING BUILDING FINISH
CLAY TILE PARAPET CAP TO
MATCH EXISTING, TYP.
PROVIDE CONTROL JOINT BETWEEN EXISTING BUILDING AND ADDITION
(E) POWER FEEDER TO
ELECTRICAL PANEL TO
REMAIN (E) SIDE LITE, TYP.
(E) DOOR
(E) 9 LITE DOUBLE HUNG SASH WINDOWS
TO REMAIN, TYP.
(E) STAIRS
(E) CLAY TILE PARAPET CAP
(N) "CHIMENY", REPLICATE NICHE FROM EXISTING, VIF
EXISTING DIMENSIONS. FINISH TO MATCH EXISTING BUILDING
(CEMENT PLASTER)
(E) ROUGH TEXTURE CEMENT PLASTER FINISH
2 EA CLAY PIPE DRAIN
OVERFLOW SCUPPERS
LOW PARAPET
11' - 9"
ADDITION
SIDE VENT
(N) FOOTING ALONG PORTION OF WALL,
FINISH TO MATCH EXISTING
ROOF DRAIN LEADER W/ DOWNSPOUT
FINISH SLAB
0' - 0"
HIGH PARAPET
12' - 8"
A B C D
LOW PARAPET
11' - 9"
WALL SCONCE, TYP.
FRENCH DOORS
SMOOTH PLASTER FINISH
ADDITION
1.6 SF MIN ATTIC VENT W/
RODENT SCREEN
GAS, SIDE-VENTED "KIVA" STYLE
FIREPLACE "ASCENT X 36" BY
NAPOLEON
GYPSUM BD. WALL, PAINTED
FINISH
EXPOSED WOOD BEAM
WOOD BASE, STAINED FINISH
PAIR RECLAIMED FRENCH
DOORS
CEMENT PLASTER AND TILE FINISH
RECLAIMED WOOD WINDOWS,
TYP OF 2
GYPSUM BD. WALL, PAINTED
FINISH
WOOD BASE, TO MATCH
HEIGHT OF STEP, STAINED
FINISH
DUPLEX
EXISTING OPEN
SHELVING TO REMAIN
EXISTING TILE,
PROTECT IN PLACE
EXISTING MANTEL,
PROTECT IN PLACE
EXISTING WINDOW,
TYP., PROTECT IN
PLACE
NEW GAS
FIREPLACE -
DIRECT VENTED
PROJECT NUMBER:
A
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E
C
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F
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:
CHECKED:
DRAWN:
ISSUE/REVISION:
DE
S
I
G
N
E
R
:
LI
N
D
S
A
Y
L
A
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H
O
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15
9
8
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9
2
8
8
2
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1
4
-
5
0
4
-
2
5
4
4
1/
2
0
/
2
0
2
6
9
:
3
7
:
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Checker
01-A2.0
INTERIOR AND EXTERIOR
ELEVATIONS AND SECTIONS
5/15/2025
CITY SUBMITTAL
23
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1/2" = 1'-0"1EAST WEST SECTION
1/2" = 1'-0"21NORTH SOUTH SECTION
1/2" = 1'-0"23SECTION AT STAIR TO BASEMENT
1/2" = 1'-0"
SECTION AT STAIR 16
1/4" = 1'-0"3SOUTH EXTERIOR ELEVATION
1/4" = 1'-0"4WEST EXTERIOR ELEVATION
1/4" = 1'-0"10FAMILY ROOM - WEST ELEVATION
1/4" = 1'-0"5FAMILY ROOM - SOUTH ELEVATION
1/4" = 1'-0"
LIVING ROOM - SOUTH ELEVATION 14
05/15/2025 BLDG DEPT RESUBMITTAL
01/20/2026 Revision 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
FINISH SLAB
0' - 0"
CEILING
10' - 0"
HIGH PARAPET
12' - 8"
3
RAISED FLOOR
1' - 3"
EXISTING CEILING
9' - 3"
1X3 SOLID SHAPED NOSING, TYP.
12x12 SALTILLO TILE OVER THIN
SET OVER ISOLATION BARRIER
OVER S.O.G. (V.I.F. EXISTING)
12x12 SALTILLO TILE THIN
SET TO RISER, TYP.
1X SOLID OAK TREAD, TYP.
4X6 PER RCP, ANCHOR TO
JOISTS/BLOCKING
1X6 T&G DOUG FIR
2X10 FRAMING PER STRUCTURAL
ROOFING TO LAP UP (E) PARAPET
BEYOND
(E) 2X4 WOOD STUD WALL TO REMAIN
(E) POCKET DOOR
LOW PARAPET
11' - 9"
5/8" GYPSUM BOARD, PAINT
SLOPED ROOFING BEYOND
(E) EXTERIOR PLASTER FINISH AND LATH
TO BE REMOVED ALONG THIS WALL UP TO
TOP OF PARAPET
7/8" EXTERIOR PLASTER OVER 15/32" PLYWOOD PER
STRUCT., PROVIDE TERMINATION BAR AT NEW
ROOFING
(E) CLAY TILE PARAPET CAP TO REMAIN
5/8" GYPSUM BOARD OVER EXISTING
1X HORIZONTAL BOARDS, PAINT
CANT STRIP
SHAPED 2X STAIR STRINGER @ 12" O.C.
PRESSURE TREATED 3X
BLOCKING
2X6 FLOOR JOISTS @ 16" O.C.
NOTE: SEE 9/02-S301 FOR
BALANCE OF FRAMING
INFORMATION
EQ
EQ
2X CEILING JOISTS PER STRUCT
FINISH SLAB
0' - 0"
CEILING
10' - 0"
1
WOOD PAIR FRENCH DOOR
7/8" CEMENT PLASTER
OVER VAPOR BARRIER
OVER 1/2" EXTERIOR
SHEATHING
R-19 BATT
INSULATION WITHIN
WALL CAVITY
FRAMING PER
STRUCTURAL
1X6 T&G DOUGLAS FIR DECKING
5/8" TYPE "X" GYP. BD.
12"X12" CONCRETE
FOOTING W/ 3500 PSI
CONCRETE
TERRACOTTA PARAPET CAP
FULL MORTAR BED
WRAP BUILDING PAPER
OVER PARAPET
SLOPED 2X ROOF FRAMING PER
STRUCTURAL
1/2" PLYWOOD PER STRUCT.
LOW SLOPE MEMBRANE ROOFING
CANT STRIP
LOW PARAPET
11' - 9"
NOTE: SEE DETAIL 3/- FOR
ADDITIONAL REBAR
INFORMATION
SEALED HARDWOOD
THRESHOLD
EXTERIOR SLAB ON
GRADE
GAS FIRE PLACE
BEYOND
+/
-
1
/
4
"
12X12 SALTILLO TILE OVER
THIN SET OVER ISOLATION
BARRIER OVER
CONCRETE S.O.G.
6x10 HEADER
1
1
/
2
"
M
A
X
FINISH SLAB
0' - 0"
CEILING
10' - 0"
LOW PARAPET
11' - 9"
SILL PLATE ANCHOR PER
STRUCTURAL
2X6 PRESSURE TREATED SILL PLATE
1X SHAPED WOOD BASE
CONC REINFORCING
PER STRUCTURAL, SEE
DETAIL 1/S301
2X SHAPED SOLID WOOD
WINDOW SILL
2X FRAMING
R-19 BATT INSULATION
5/8" TYPE "X" GYPSUM BOARD
6X OPENING PER FRAMING ELEVATION
7/8" CEMENT PLASTER W/ METAL LATH
OVER 2 LAYERS OF BUILDING PAPER
OVER 1/2" EXTERIOR SHEATHING
EXPOSED BEAM
1X T&G SHEATHING, BEAD BLAST
FINISH
PLASTER WEEP SCREED
6"
AWNING WINDOW PER
SCHEDULE
CLAY TILE STREAMLINE COPING CAP
TO MATCH EXISTING
LOW SLOPE ROOFING OVER 1/2"
PLYWOOD OVER 2X ROOF FRAMING,
SEE STRUCT
CLAY PIPE THRU WALL DRAIN PIPE
(NOT SHOWN)
DRIP EDGE
SEE STRUCTURAL
SE
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01-A4.0
9
2'
-
1
0
"
01-A4.0
10
01-A4.0
8
HIGH PARAPET
12' - 8"
D
RAISED FLOOR
1' - 3"
EXISTING CEILING
9' - 3"
EXISTING INTERIOR PLASTER WALL,
PROTECT IN PLACE
EXISTING BUILT IN WOOD
COUNTERTOP, PROTECT IN PLACE
EXISTING 2x FLOOR JOISTS AND
WOOD FLOORING TO REMAIN,
PROTECT IN PLACE
NEW BLOCKING AND NAILER, SEE
STRUCTURAL FOR ADDITIONAL INFORMATION
NEW STEM WALL AND FOOTING,
SEE STRUCTURAL FOR ADDITIONAL
INFORMATION
PROVIDE TYPE X GYPSUM SHEATHING
WITHIN GAS FIREPLACE CHASE
WOOD FRAMED "CHIMNEY" TO
MATCH EXISTING SHAPE/PROFILE
EXISTING CEILING AND ROOF
JOISTS TO REMAIN, PROTECT IN
PLACE
EXISTING PARAPET CAP AND
ROOFING TO REMAIN, PROTECT IN
PLACE
EXISTING TILE SURROUND AND SUB
BRICK HEARTH, SAW CUT AND
REMOVE FROM REMAINING BRICK
CHIMNEY TO PROVIDE SUFFICIENT
SUBSTRATE FOR TILE AS POSSIBLE
EXISTING TILE TO BE PROTECTED IN
PLACE, SUPPORT/SHORE BRICKS AS
NECESSARY TO KEEP HEARTH/ TILE
SURROUND
7/8" CEMENT PLASTER AND LATH
OVER 2 LAYERS OF BUILDING
PAPER OVER EXTERIOR SHEATHING
WOOD STUD FRAMING PER TYPICAL
STRUCTURAL SECTION
PROVIDE BLOCKING AS REQUIRED
NEW SHAPED CHIMNEY TOP TO
MATCH EXISTING
PROVIDE NEW BACK VENTED GAS
FIRE PLACE BY HEAT & GLO MODEL
SL-7, ANSI Z21.88a-2014
PROVIDE FIRE RETARDANT PLYWOOD
AT BASE
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1' - 7 7/8"
HIGH PARAPET
12' - 8"
RAISED FLOOR
1' - 3"
EXISTING CEILING
9' - 3"
EXISTING DOUBLE HUNG WINDOW
TO REMAIN, PROTECT IN PLACE
EXISTING INTERIOR PLASTER WALL,
PROTECT IN PLACE
EXISTING BUILT IN OPEN SHELVING,
PROTECT IN PLACE
EXISTING 2x FLOOR JOISTS AND
WOOD FLOORING TO REMAIN,
PROTECT IN PLACE
NEW BLOCKING AND NAILER, SEE
STRUCTURAL FOR ADDITIONAL
INFORMATION
NEW STEM WALL AND FOOTING,
SEE STRUCTURAL FOR ADDITIONAL
INFORMATION
NEW LATH AND PLASTER FINISH TO
MATCH EXISTING, PROVIDE 2
LAYERS OF FELT PAPER OVER
EXTERIOR SHEATHING TO MATCH
DEPTH REQUIRED
REMOVE PORTION OF EXISTING
EXTERIOR FINISH TO ALLOW FOR
BLENDING OF NEW MATERIAL
EXISTING WOOD LATH AND
PLASTER TO REMAIN UNLESS
NOTED OTHERWISE
EXISTING CEILING AND ROOF
JOISTS TO REMAIN, PROTECT IN
PLACE
EXISTING PARAPET CAP AND
ROOFING TO REMAIN, PROTECT IN
PLACE
PROJECT NUMBER:
A
P
R
O
J
E
C
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F
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:
CHECKED:
DRAWN:
ISSUE/REVISION:
DE
S
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N
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:
LI
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D
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8
2
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1
4
-
5
0
4
-
2
5
4
4
1/
2
0
/
2
0
2
6
9
:
3
4
:
2
9
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Author
Checker
01-A3.0
WALL SECTIONS
5/15/2025
CITY SUBMITTAL
23
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SCALE:1" = 1'-0"1 SECTION STAIRS
SCALE:1" = 1'-0"11 SECTION AT DOOR
SCALE:1" = 1'-0"16 SECTION AT WINDOW
SCALE:1" = 1'-0"26 "CHIMNEY" SECTION
SCALE:1" = 1'-0"21 BUILT IN SHELVING SECTION
05/15/2025 BLDG DEPT RESUBMITTAL
01/20/2026 Revision 1
1
1
1
1
1
2
2
2
NTS
TYP WALL AND OPENING FRAMING5
NTS
DETAIL13
NTS
STUD HANGER/STRUT/BRACE TO STRUCTURE11
NTS7
NTS
DETAIL15
NTS
PLYWOOD SHEARWALL DETAILS4
NTS16
CEILING JOIST DETAIL
DETAIL
NTS12DETAIL
NTS3PLYWOOD SHEARWALL DETAILS
NOTES :
1.STRUCTURAL WALL SHEATHING SHALL BE AS SPECIFIED IN THE TYPICAL FRAMING NOTES. INTERMEDIATE NAILING SHALL BE 10d @ 12"OC (UNO).
2.THE FOUNDATION SILL PLATE AND FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X MIN AND NAILS SHALL BE STAGGERED WHERE SHEARWALL CAPACITY INDICATED ABOVE EXCEEDS 350 PLF.
3.WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.
4.ALL PANEL EDGES SHALL BE BLOCKED (2x OR 3x, SEE NOTE 2 ABOVE)
5.USE OF MACHINE NAILING IS SUBJECT TO APPROVAL BY THE PROJECT STRUCTURAL ENGINEER. WITH APPROVAL, MACHINE NAILING IS SUBJECT TO THE DEMONSTRATION OF CONTINUOUS
SATISFACTORY JOBSITE PERFORMANCE. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM EDGE DISTANCES ARE NOT
MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
6.NO PANEL LESS THAN 12 INCHES WIDE SHALL BE USED IN VERTICAL PLYWOOD SHEAR WALLS.
7.ALL SILL BOLTS SHALL HAVE A PLATE WASHER UNDER NUT. SEE DETAIL BELOW.
8.A.B. SHALL BE LOCATED NOT MORE THAN 12" & NOT LESS THAN 4" FROM END OF WOOD SILL.
9.NAILING SHALL BE COMMON OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX.
10.PLYWOOD E.N. & S.N. SHALL BE STAGGERED.
11.FOUNDATION SILL PLATES ARE THOSE PLACED AGAINST CONCRETE & RECEIVING SILL BOLTING.
3"
MIN
PLATE WASHER
BOLT DIAMETER @ 2X4 WALL @ 2x6 WALL
3/4"3" x 3" x 1/4"4 1/2" x 3" x 1/4"
SHEAR WALL PLATE WASHER:
FOR PLATE WASHERS AT SILL PLATES SEE DETAIL BELOW.
HOLES IN PLATE WASHERS SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER
THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4" GIVEN THAT A STANDARD CUT WASHER IS
PLACED BETWEEN THE PLATE WASHER AND THE NUT.
1/2" MAX
TYP.
PLAN VIEW
MARK PLYWOOD OR OSB
SHEATHING
EDGE
NAILING (E.N.)
SILL NAILING (S.N.)FOUNDATION
SILL PL
OTHER
SILL PLs TOP PL REMARKS CAPACITY
(ASD)
15/32" STRUCT 1 10d @ 6"O/C 16d @ 6"O/C OR
SDS 1/4"x4-1/2" @ 1'O/C @ 48"O/C 2X 2X (2) 2X 340 PLF
15/32" STRUCT 1 10d @ 4"O/C 16d @ 4"O/C OR
SDS 1/4"x4-1/2" @ 9"O/C @ 48"O/C 3X 3X (2) 2X 510 PLF
15/32" STRUCT 1 10d @ 3"O/C 16d @ 3"O/C OR
SDS 1/4"x4-1/2" @ 6"O/C @ 32"O/C 3X 3X (2) 2X 3X STUD @ ADJOINING
PANEL EDGES 665 PLF
15/32" STRUCT 1 10d @ 2"O/C 16d @ 2"O/C OR
SDS 1/4"x4-1/2" @ 4"O/C @ 24"O/C 3X 3X (2) 2X 3X STUD @ ADJOINING
PANEL EDGES 870 PLF
15/32" STRUCT 1
TWO SIDES 10d @ 3"O/C SDS 1/4"x4-1/2" @ 3"O/C @ 16"O/C 3X 3X 4X OVER 2X 3X STUD @ ADJOINING
PANEL EDGES 1330 PLF
SHEARWALL SCHEDULE
SILL BOLTING (SB) 3/4"Ø
(7" CONC EMBED)
E
D
C
B
A
3X STUD @ ADJOINING
PANEL EDGES
EQ
(2" MIN FROM EDGE OF CONC.)
SEE FOR
ADDITIONAL INFO.
16" TYP
(11) 10d
(3) 16D @ INTERSECTION OF 6"
WALL & LARGER
2 BAYS OF 3X BLKG @
STRAP LOCATIONS, TYP
(2)TRIMMERS TO SILL PLATE
SAME WIDTH AS WALL STUDS
(S) CS16 STRAPX48" W/ (22) 10D.
INSTALL OVER PLYWD WHERE
NOTED ON PLAN @ SHEARWALL
LOCATIONS
2X BLK'G
3 LOCATIONS MIN.
(48" O/C MAX)
(TYP)
DBL PL @ SPANS GREATER THAN
4' 0"
PROVIDED @ WINDOW
LOCATIONS, TYP
NOTE: STUD SPACING = 16" O/C
NAILING =
SEE SHEARWALL NAILING
SCHEDULE ON DETAIL
HEADER NOTES:
1.SOLID HEADERS MAY BE USED W/ SAME THICKNESS
& DEPTH AS BUILT UP HEADERS STATED ABOVE
2.WHERE DISCREPANCIES BETWEEN THE BEARING
WALL HEADER SCHEDULE AND DRAWINGS OCCURS,
DRAWINGS TAKE PRECEDENCE
SILL PLATE
(PTDF WHERE IN COTACT W/ CONCRETE)
SILL BOLTS SHALL BE 3/4 "Ø A307 @
48" O/C MAX W/ 7" EMBED IN TO CONC.
PLACE BOLTS TO MISS STUDS.
HOLDOWN WHERE OCCURS
PROVIDE:
(2) 2X STUDS, UP TO 10'-0"
WIDE OPENING
(3) 2X STUDS, OVER 10'-0"
WIDE OPENING
INTERNAIL STUDS W/ 16d @
12" O/C STAGG. AT
HOLDOWN PROVIDE 16d @
6"O/C STAGG.
HEADER PER SCHEDULE,
SHOWN BELOW
(2) 16D EA END/EA PIECE
TOP & BOTT, TYP
FULL HEIGHT HOLDOWN POST
WHERE OCCURS, SEE PLAN IF
REQD
CENTER STUD & JOIST
(2) (S) A35 FOR OPENING OVER 6' 0"
WIDE (TOP & BOTT)
AT TRUSSES OR JOISTS DEEPER THAN 12" ALIGN
STUD DIRECTLY BELOW.
TYPICAL CONDITION
@ CORNER PLATE LAP
LAP TOP PL 48" MIN
(18) 16d @ TOP PL
NON-BEARING
PARTITION HEADERS
SPAN 2X6 STUD
WALL
UP TO 8' 0"(3) 2X6
8' 1" TO 10' 0"(3) 2X8
10' 1" TO 12' 0"(3) 2X10
BEARING WALL HEADERS
SPAN 2X6 STUD
WALL
UP TO 3' 6"6x6
3' 7" TO 9' 0"6x10
PROVIDE MIN 16d @ 16"OC
BETWEEN LAPPED TOP PL
A35 @ TOP & BOT. TYP. @ HEADER
9
-
5
-
TOP PL 'SFIELD NAILING-TYP
EDGE NAILING FULL HT OF
HOLDOWN STUD
HOLDOWN PER PLANS
SILL BOLTING PER SHR WALL
SCHEDULE
PROVIDE E.N. FULL HT
THRU-STUD
STRAP & BLKG
PER NOTE #4
EDGE NAIL AROUND ALL
OPENINGS- SEE NOTE #4
EDGE STUDS & BLKG PER NOTE #2
EDGE NAIL PERIMETER OF EACH
SHEET
SEE NOTE
#7
ST
A
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PL
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W
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P
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16
"
MI
N
16"
MIN
NOTES:
1.NAIL EDGE DISTANCE SHALL BE 3/8' FROM EDGE OF PLYWOOD AND EDGE OF 2x STUDS AND BLOCKING.
2.PROVIDE EDGE STUDS AND BLOCKING PER SHEAR WALL SCHEDULE.
3.NAIL EDGE DISTANCE SHALL BE 5/8" FROM EDGE OF PLYWOOD AND EDGE OF 3x STUDS AND BLOCKING.
4.PROVIDE EDGE NAILING AROUND ALL OPENINGS. WHERE OPENING WIDTH EXCEEDS ONE STUD SPACE, PROVIDE
CS150 COILED STRAP EACH SIDE OF OPENING WITH 10d @ 4" O/C. STRAP LENGTH SHALL EQUAL OPENING WIDTH/3
WITH STRAP CENTER AT JAMB STUD. STRAP LENGTH NEED NOT EXCEED 8'-0" AND MAY BE OMITTED AT CORNER
(END OF WALL) COND'N. WHERE NON-CONT HEADERS OCCUR AT ADJACENT OPENINGS PROVIDE CS150 ACROSS
HEADERS WITH LENGTH BASED ON LARGER OPENING (STRAP NOT REQ'D AT CONTINUOUS HEADERS).
5.MACHINE APPLIED NAILING IS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER.
6.ALL DEFECTIVE NAILING SHALL BE REMOVED AND REPLACED BY SOUND NAILING.
7.PROVIDE FULL HEIGHT EDGE NAILING WHERE POST OR STEEL COLUMN WITH NAILERS OCCURS WITHIN WALL.
NTS
SHEARWALL SCHEDULE 9
NTS14DETAIL
E.N.
NOTES:
1.PLACE FACE GRAIN OR PLYWOOD PERPENDICULAR TO FRAMING UNLESS NOTED OTHERWISE.
2.NAIL EDGE DISTANCE SHALL BE 3/8" FROM EDGE OF PLYWOOD & 2x FRAMING MBR (3/4" @ 3x OR 4x FRAMING MBR).
3.WHERE BLKG IS SPECIFIED ON PLANS THE FOLLOWING MAY BE USED IN LIEU: 3/4"x3" WIDE PLYWOOD CLEATS
W/ #10x1-1/4" FLAT HD WD SCREWS @ SAME SPACING SPECIFIED FOR E.N. CLEATS TO BE INSTALLED W/1/8" CLEAR EA
END OF JOIST. ADD 3-8d @ 2"o/c TO JOIST @ EA END OF CLEAT.
4.PROVIDE BOUNDARY NAILING (B.N.) AT DIAPHRAGM BOUNDARIES, CHORDS, STRUT TIES AND WHERE SPECIFIED.
5.WHERE JOIST LAP-SPLICE OCCURS AND PLYWOOD JOINT IS OFFSET ADD 2x4 OR 3x4 NAILER AS SHOWN:
16d @ 12" o/c
FRAMING MBRS
PER PLANS
TYP 2x4 FLAT EDGE BLKG WHEN SPECIFIED ON
PLANS-SEE NOTE #3
EDGE NAIL AROUND ALL
OPENINGS
TYP EDGE NAILING
(E.N.)
FIELD NAILING TYP
BOUNDARY
NAILING
(B.N.)
ST
A
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G
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JO
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T
S
2'
-
0
"
M
I
N
12" MIN BLOCKED
24" MIN UNBLOCKED
PROVIDE BRACING
@ 8'-0" O.C. MAX EA.
WAY
2X6 CONT @ MIDSPAN
WHERE BRACE EXCEEDS
6'-0" W/ (2)-16d TO EA BRACE
2X BRACING STARTING
@ EVERY 48" O.C.
2X BRACING @ 48" O.C.
2X4 @16" O.C.
SOFFIT HANGER
STUD
CEILING JOIST
PER SCHED.
1
1 MIN (TYP)
3 MAX
2X4 CONT. @
BRACE, TYP.
STUD WALL PER PLAN
A34 @ EA JOIST
CEILING JOIST PER SCHED.
2X4 BRACE
IN EA WAY
(3) 10d,
TYP.
(2) 10d,
TYP.
DETAIL C: CEILING JOIST @ SOFFITDETAIL B: CEILING JOIST @ HANGER/BRACINGDETAIL A: CEILING JOIST @ WALL
(3) 10d,
TYP.
2X4 HANGER @ EA JOIST
(SEE SCHEDULE FOR SPACING)
2X STRUT @ EA BRACE
(2X4 W/ MAX LENGTH = 6'-0",
2X6 W/ MAX LENGTH = 10'-0")
2X CONT FULL DEPTH
LEDGER
W/ (2)-16d TO EA STUD
CEILING JOIST SCHEDULE
8' - 0"
10' - 0"
12' - 0"
NOTE:
FOR HANGER/STRUT/BRACE
CONNECTION TO STRUCTURE
SEE
DET.
MAX CEILING
JOIST SPAN
/ VERT HANGER SPAN
JOIST SIZE
AND SPACING MAX CEILING WT
2X4 @ 16" O.C. MAX
2X6 @ 16" O.C. MAX
2X8 @ 16" O.C. MAX
MAX 10 PSF
DEAD LOAD
11
02-S102
2X BRACE
(3)16d
JOIST PER PLAN
SHT'G PER PLAN
(3)16d
JOIST
PER PLAN (3)16d
2X BRACE
2X
HANGER/
STRUT
2X HANGER/
STRUT
@ JOIST PARALLEL @ JOIST PERPENDICULAR
@ BRACES PROVIDE
(3) 10d PER BLK'G OR
(1) A35 PER BLK'G
W/ SIMPSOIN PH612I SCREWS
SHT'G PER PLAN
PROVIDE 2X BLK'G
@ EA BRACE
W/ A 35 EA SIDE
AND EA END (STAGG.),
TYP.
PROJECT NUMBER:
A
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:
CHECKED:
DRAWN:
ISSUE/REVISION:
7/
1
2
/
2
0
1
9
4
:
0
6
:
5
5
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Alex.N
Alex.Q
04/21/2025
CITY SUBMITTAL
23
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E N G I N E E R S I N C
2401 E Katella Ave. #430
Anaheim, CA 92806
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: F482
V C A
C I V I LQuality
Service
Commitment
S T R U C T U R A L DBEMBE SBE
TYPICAL DETAILS
02-S102
1 2 3
A
B
C
D
4 5 6
4'
-
1
7
/
8
"
1
6
'
-
1
1
1
/
2
"
1
2
'
-
5
1
/
2
"
33
'
-
6
7
/
8
"
7
65' - 7 3/4"
5' - 0 3/4" 15' - 9" 13' - 8 1/4" 10' - 9 3/4" 14' - 2 1/2" 6' - 1 1/2"
(E
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02-S201
2
16
02-S301
1 2 3
A
B
C
D
4 5 6 7
11' - 9"T.O.P =
(E
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(E) PLYWOOD
SHT'G (VIF)
11' - 2 3/4"
02-S201
4
16
02-S301
1 2 3
B
C
5' - 0 3/4" 15' - 9"
(E) OPN'G
& STEPS
DOWN TO
@ BASEMENT
(N) 4" THK SLAB
ON GRADE
W/ #4 @18"O.C. E.W.
O/ 15 MIL VAPOR BARRIER
O/ 4" LAYER OF 3/4" GRAVEL
9
02-S301
2-2X6
POST
6X6
POST
1
02-S301
1
02-S301
5
02-S301
(N)(E)
CONSTRUCTIONCONSTRUCTION
(N)(E)
CONSTRUCTIONCONSTRUCTION
(E) ROOF
FRM'G
(E
)
R
O
O
F
FR
M
'
G
7
02-S301
TYP
18"
2
02-S301
18"
18 "
L=
4
'
-
9
"
L=3' - 3"
C
C 1
02-S301
TYP
8
02-S301
HDU2
W/ 4x POST
7"
7"
7"
7"
7"
HDU2
W/ 4x POST
7"
8"
7"
HDU2
W/ 4x POST
7"
8"
FOR WIDENED
FOOTING AT
HOLDOWN
SEE
DET 3
02-S301
HDU2
W/ 4x POST
FOR NEW WALL/FOOTING TO
EXISTING WALL/FOOTING
SEE DET. 14&15/02-S301
TYP.
L=5' - 0"
C7"
DTT2Z
@6x6 POST
(E
)
P
L
A
S
T
E
R
SH
E
A
R
W
A
L
L
HDU2
W/ 4x POST
PER
DET
HDU2
W/ 4x POST
PER
DET
B
10
02-S301
10
02-S301
L=
8
'
-
0
"
FOR NEW WALL/FOOTING TO
EXISTING WALL/FOOTING
SEE DET. 14&15/02-S301
TYP.
(E) 18" FTG
V.I.F.
4'-10"
02-S401
13
1 2 3
B
C
6x10
HDR
6x10
HDR
6x
1
0
HD
R
(E) ROOF FRM'G
(E
)
R
O
O
F
F
R
M
'
G
@
C
E
I
L
I
N
G
11' - 9"T.O.P =
(N)(E)
CONSTRUCTION
1
02-S401
2
02-S401
3
02-S401TYP
4
02-S401
MSTA 49
(E) STUD WALL TO
(N) STUD WALL
PROVIDE 3XBLK'G @STRAP
6
02-S401
TYP
POST @HDR
(2 PLACES)
2
02-S401
MSTA 49
(E) STUD WALL TO
(N) STUD WALL
PROVIDE
3XBLK'G @STRAP
2X
1
0
@
1
6
"
O
/
C
SL
O
P
E
D
O
W
N
PE
R
A
R
C
H
ROOF SHT'G:
1/2" THK STRUCT I PLYWOOD
(BLOCK ALL PLYWOOD EDGES
W/ 10d @ 6, 6, 12 (BN, EN, FN))
SEE
DET 4
02-S102
NOTES:
1. FOR GENERAL NOTES, SEE S000 SERIES.
2. FOR TYPICAL DETAILS, SEE S100 SERIES.
3. USE 15 MIL MOISTURE BARRIER @ MIDDLE OF 6" SAND LAYER.
4. DENOTES SHEAR WALL
SEE TYP DRAWINGS FOR SHEARWALL INFORMAITON
5. DENOTES BEARING / SHEARWALL, SEE 9/02-S102.
ALL OTHER WALLS ARE NON-BEARING WALL.
SEE ARCHT'L PLAN FOR EXACT USE & LOCATION.
REGISTERED PROF ESS IONAL
ENGINEERNo.
Exp.9/30/26
S4029
YOUNG-K E UN NAM
STATE OF CAL IFORNIA
ST R U C T U R AL
E N G I N E E R S I N CV C A
2401 E Katella Ave. #430
Anaheim, CA 92806
Tel. 949.679.0870
Fax. 949.679.9370
Project No. F482
C I V I LQuality
Service
Commitment
S T R U C T U R A L DBEMBE SBE
PROJECT NUMBER:
A
P
R
O
J
E
C
T
F
O
R
:
CHECKED:
DRAWN:
ISSUE/REVISION:
12
/
1
0
/
2
0
2
5
5
:
1
5
:
5
6
P
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O
:
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-
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Alex.N
Alex.Q
02-S201
FOUNDATION &
ROOF FRAMING PLAN
04/21/2025
CITY SUBMITTAL
23
4
4
N
.
F
a
i
r
m
o
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t
A
v
e
n
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,
Sa
n
t
a
A
n
a
,
C
A
,
9
2
7
0
6
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"3 ROOF FRAMING PLAN TR
U
E
NO
R
T
H
TR
U
E
NO
R
T
H
TR
U
E
NO
R
T
H
TR
U
E
NO
R
T
H
SCALE: 3/8" = 1'-0"2 ENLARGED FOUNDATION PLAN
SCALE: 3/8" = 1'-0"4 ENLRAGED ROOF FRAMING PLAN
NTS
DETAIL6
NTS
DETAIL2
NTS
DETAIL5
NTS
DETAIL1
NTS
OPENING ELEVATION @ GL-313
NTS
DETAIL11
NTS
RIPPED FRAMING @ SLOPED ROOF7
NTS
DETAIL3
NTS
DETAIL15
NTS
DETAIL12
NTS
DETAIL4
NTS
DETAIL16
OPN'G
ELEVATION
DBL TRIMMER
TYP EA SIDE
HDR
PER PLAN
DBL KING STUDS
TYP EA SIDE
6X POST PER PLAN
W/ SIMPSON BC
2X STUDS
PER PLAN
E.N.
POST
PER PLAN
SEE 9D
S103
STUD BEYOND &
@EA STUD OF POST
E.N.
HDR WHERE OCCURS
NTS
DETAIL1 NTS
DETAIL4
(E) FRM'G
(E) DBL. TOP PLATES
SHT'G
PER PLAN
(E) STUD WALL AND PLYWOOD SHEAR WALL
(VERIFY IF SHEAR WALL EXISTS, NOTIFY
SEOR ONCE FINISHES ARE REMOVED)
(E) FRM'G
(E) DBL. TOP PLATES
SHT'G
PER PLAN
(E) STUD WALL AND PLYWOOD SHEAR WALL
(VERIFY IF SHEAR WALL EXISTS, NOTIFY
SEOR ONCE FINISHES ARE REMOVED)
POST PER PLAN
SEE
SET.9D
S103
1/2" THK STRUCT I SHT'G
W/ 10d @ 6,6,12
(BN,EN,FN)
2X RIPPED FRM'G @ 16"O/C
SHT'G PER PLAN
A35 W/ #6 SCREWS
@EA BLK'G
@EVERY 3RD JOIST BAY
(48" MAX) TYP.
2X BLK'G @48" O/C
MAX
JOIST PER PLAN
A1
A1
A1-A1
RIPPED JOIST PARALLEL
B.N.
10d TOE NAIL
@ 16" O/C EA SIDE
B1
B1
2X BLK'G
@ 48" O/C
TYP.
SEE FOR
INFO NOT SHOWN
B1-B1
10d TOE NAIL
EA SIDE TO EA JOIST
RIPPED JOIST PERPENDICULARAB
3"
M
I
N
A
3X BLK'G
3X LEDGER
W/ (2)1/4" Ø SDS INTO
EA STUD
B.N.
2X ROOF
JOISTS
SIMPSON
"LB" HANGER
1/4" Ø SDS INTO BLK'G
SPACING TO HATCH B.N. SPACING
B.N.
1/4" Ø SDS INTO BLK'G
SPACING TO HATCH
B.N. SPACING
SIMPSON
"LB" HANGER
2X BLK'G
MTS 30 STRAP
@48" O/C
WRAP STRAP
AROUND STUD
2X ROOF JOISTS
PER PLAN
E.N.
B.N.
16d NAILS TO MATCH
B.N. SPACING
(3) B.N. PER BLK'G TYP.
3X BLK'G @ EA
STRAP
2X ROOF JOISTS
PER PLPAN
B.N.
3X BLK'G
(N) CONT CS16 STRAP
W/ (22) 10d. INSTALL
OVER PLYWD
TYP@ ALL OPENINGS
(E) HDR
(E) 4" STUD WALL
OPENING
PER ARCH
OPENING
PER ARCH
(N) 2 BAYS OF 3X BLK'G
@ STRAP LOCATIONS,TYP
2X CEILING
PER
DET
7
02-S102
2X CEILING
PER
DET
7
02-S102
2X CEILING
PER
DET
7
02-S102
(N) POST PER PLAN
HOLDOWN
PER PLAN
2X CEILING
PER
DET
7
02-S102
PROJECT NUMBER:
A
P
R
O
J
E
C
T
F
O
R
:
CHECKED:
DRAWN:
ISSUE/REVISION:
7/
1
2
/
2
0
1
9
4
:
0
6
:
5
5
P
M
C:
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Alex.Q
04/21/2025
CITY SUBMITTAL
23
4
4
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.
F
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S
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,
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,
9
2
7
0
6
E N G I N E E R S I N C
2401 E Katella Ave. #430
Anaheim, CA 92806
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: F482
V C A
C I V I LQuality
Service
Commitment
S T R U C T U R A L DBEMBE SBE
FRAMING
DETAILS
02-S401