14-66-005F
3x8 CYPRE55 J015TS
WAC' CYPRESS BEAM
PREFAB. WD TRUSSES o 24'
O.C. (MANUF. TO SUBMIT SHOP
DWGS FOR ARCHITECT APPROV
FIF] F11111
m�
12
14
o 42
r� �1J7
IIII
iii � ■�
III
III'.
III;
IIL
111;
III
III.
III!
ICI' ICI
TOP OF TIE BM.
EL. + 20' -10"
2'X6' TONGUE t
GROOVE CL'G
(TYP. m ALL EXT. CLGS
g COVERED ENTRY)
(2) 10'X10' WD. COL. COVER OVER
4'X4' STEEL COL. ON 16'X16' CONC.
PILASTER (TYP. m ENTRY AT
SECOND FL.)
30'W. ALUMN. RAILING
TOP OF FIN. 2ND L.
EL. +-11'-6" _
(2) 12'X12' WD. COL. COVER
OVER 4'x4' STEEL COL.
ON 16'X16' CONG. PILASTER
(TYP. a ENTRY)
BRICK VENEER
(TYP. WHERE SHOWN
TO BE SELECTED BY OWNER)
TOP OF FINISH FL.
EL. + 0' -0"
1%1 20ga. TRACK
ATTACHED TO STRUCTURE
W/ 1/4'00/4' TAPCONS a 12'
O.G.
CONTINOUS -3%'20 GA. BRACING —
ATTACHED TO CEILING FRAMING W/
(2) "12 TEK SCREWS EA JOIST AND
(1) h2 TEK SCREW TO CEILING
SUPPORT
TOP OF TIE BM.
EL. + 27' -2"
2B
1'
i
i
i
O
1
COVERED
NE TRY
N
1
a-�
tt
U
BATH
02
O N 3: V
Ll I
WOOD CABINETS
(TO BE SELECTED
BY OWNER)
AS PER F.B.C. 2010, CHIMNEY
CLEARANCES ARE MIN. 2' ABOVE • 10'
HORIZONTAL DISTANCE FROM ANY ROOF
SURFACE TO FLUE EXHAUST, AND MIN. 3'
VERT. CLEARANCE WHERE CHIMNEY
PASSES THRU ROOF.
FLAT CEMENT TILE
(TYPICAL ® ALL ROOFS)
PREFAB. WD TRUSSES ® 24'
O.G. (MANUF. TO SUBMIT SHOP
DWGS FOR ARCHITECT APPROVAL)
MASTER
5EDROOM
o
12
14
3
O
C'4 E3
io
H
STAIR
HALL
42' HIGH ALUM.
RAILING TO REJECT
23 25 A 4' SPHERE.
MAXIMUM CLEARANCE
BETWEEN BOTTOM RAIL
AND ADJACENT FLOOR
TO BE 2' (TYP.)
38' HIGH ALUM.
RAILING TO REJECT
A 4' SPHERE ON
Li
LINEN STAIR INCLINE
_°J Q
0= 14
o
9� �
III
a II _
)Y R a
a
APPROVED
NOTE:
FIREPLACE
FIREPLACE, FLUE, t STAIRS:
HEARTH TO COMPLY
ACCE880RIES SHALL 198 a is5'
WITH F.B.C. 2010
BE UL APPROVED. t 187. a I05'
d
E
4
A CHIMNEY OR CHIMNEY
FLUE SHALL NOT CHANGE IN
°
SIZE OR SHAPE WITHIN 6'
..
ABOVE OR BELOW WHERE
x
THE CHIMNEY PASSES
THROUGH FLOOR
G:
COMPONENTS, CEILING
a,4
COMPONENTS OR ROOF
O
00
w
•
m
�
O
U
z
W
V
d
w
N
d
3%' 20ga. STUDS (CEILING
1�
v
SUPPORTS) SPACED a 32' O.G.
d
(EVERY OTHER JOIST) ATTACHED
N
1
a-�
tt
U
BATH
02
O N 3: V
Ll I
WOOD CABINETS
(TO BE SELECTED
BY OWNER)
AS PER F.B.C. 2010, CHIMNEY
CLEARANCES ARE MIN. 2' ABOVE • 10'
HORIZONTAL DISTANCE FROM ANY ROOF
SURFACE TO FLUE EXHAUST, AND MIN. 3'
VERT. CLEARANCE WHERE CHIMNEY
PASSES THRU ROOF.
FLAT CEMENT TILE
(TYPICAL ® ALL ROOFS)
PREFAB. WD TRUSSES ® 24'
O.G. (MANUF. TO SUBMIT SHOP
DWGS FOR ARCHITECT APPROVAL)
MASTER
5EDROOM
o
12
14
3
O
C'4 E3
io
H
STAIR
HALL
42' HIGH ALUM.
RAILING TO REJECT
23 25 A 4' SPHERE.
MAXIMUM CLEARANCE
BETWEEN BOTTOM RAIL
AND ADJACENT FLOOR
TO BE 2' (TYP.)
38' HIGH ALUM.
RAILING TO REJECT
A 4' SPHERE ON
Li
LINEN STAIR INCLINE
_°J Q
0= 14
o
9� �
III
a II _
)Y R a
CONTINUOUS 39 ' 20 GA TRACK
a
APPROVED
NOTE:
FIREPLACE
FIREPLACE, FLUE, t STAIRS:
HEARTH TO COMPLY
ACCE880RIES SHALL 198 a is5'
WITH F.B.C. 2010
BE UL APPROVED. t 187. a I05'
R10042 AND TO BE
E
NON COMBUSTIBLE
A CHIMNEY OR CHIMNEY
FLUE SHALL NOT CHANGE IN
°
SIZE OR SHAPE WITHIN 6'
..
ABOVE OR BELOW WHERE
x
THE CHIMNEY PASSES
1' -0'
THROUGH FLOOR
G:
COMPONENTS, CEILING
O.C. MAX. SPACING)
COMPONENTS OR ROOF
CONTINUOUS 39 ' 20 GA TRACK
AS PER F.B.C. P3122 EXCEPTION 1, INDICATES P
THE TRIANGULAR OPENINGS FIXTURES AT
FORMED BY THE RISER TREAD, POWDER RO
AND BOTTOM RAIL OF A GUARD POWDER
THE OPEN SIDE OF A
STAIRWAY ARE PERMITTED TO BE
OF SUCH A SIZE THAT SPHERE b
INCHES (152mm) CANNOT PASS
THROUGH
TOP OF TIE BM.
EL. + 20' -10"
TOP OF FIN. 2ND FL.
EL. + 12' -6"
TOP OF FINISH FL.
EL. + 0' -0"
SECTION
SCALE = 1/4' = V -0'
FLAT CEMENT TILE
(TYPICAL O ALL ROOFS)
2L
FLAT CEMENT TILE
(TYPICAL a ALL ROOFS)
12
�3
�- SMOOTH STUCCO CL'G
ON METAL
O LATH ON ' PLYWD
SHEATHING
COVERED
TERRACE
NON SLIPPERY FL. FIN.
(TYP. a ALL
EXTERIOR FL. FIN.)
5ECTION
SCALE 1/4' = 1' -0'
TOP OF TIE BM.
* ® COVERED TERRACE
el EL. + 10' -6"
(4) 10'X10' WD. COL. COVER
OVER 4'X4' STEEL COL. ON
12'X12' GONG. PILASTER (TYP.
�D w COVERED TERRACE)
r BRICK VENEER
(TYP. WHERE SHOWN
TO BE SELECTED BY OWNER)
N TOP OF FINISH FL.
EL. + 0' -0"
DIA. PIPES
I -Xi' DIA. TYPE 1
HANDRAIL AS PER
NOTE: HANDRAIL TO RETURN TO WALL
AT BEGINING AND END OF HANDRAIL.
HANDRAIL
DETAIL
SCALE : 1/2' = 1' -0'
1 -)9 DIA. TYPE I
HANDRAIL
AS PEP
DIA. PIPE
CONC. STAIR W/
126' RISERS
10' TREADS
1 1/2' MIN.
CLEARANCE
NOTE: HANDRAIL TO RETURN TO WALL
AT BEGINING AND END OF HANDRAIL.
HAND RA f L
CLEARANCE
/ 105'
e .\
r
I
DETAIL
SCALE: 1/2'z 1' -0'
AS PER F.B.G. 2010:
THE RADIUS OF CURVATURE AT THE LEADING
EDGE OF THE TREAD SHALL BE MAX. 91168.
A NOSING NOT LESS THAN 3/4' BUT NOT
MORE THAN 1 1/4' SHALL BE PROVIDED ON
STAIRWAYS WITH SOLID RISERS.
THE GREATEST NOSING PROJECTION SHALL
NOT EXCEED THE SMALLEST NOSING
PROJECTION BY MORE THAN 3/8' BETWEEN
TWO STORIES. BEVELING OF NOSING SHALL
NOT EXCEED 1/2'.
.o
(SEE STRUCTURAL
DRAWINGS FOR CONST.
REQUIREMENTS)
'co'
M �
M
M O
a)
j-+-� O 0
W o
- C 4 pq
T � N
cc)
w C)
--1 EOs~
W
a °rz
o
cf�
N
0
V2
co
O
Z
W
x
U
•
C/)
A
O
1--i
I
a
E-+
a.
q
,o
e
ATTACHED TO STRUCTURE ABOVE
MAIN
W
DETAIL5
E
W/ (2) ' /4'XP /4' TAPCONS a EA.
C:6
°
rn
..
VERTICAL STUD LOCATION (5' -O'
x
SCALE : 1/,2'
1' -0'
E-4
G:
O.C. MAX. SPACING)
O
O
00
w
•
m
�
O
U
z
W
d
w
N
LO
3%' 20ga. STUDS (CEILING
1�
SUPPORTS) SPACED a 32' O.G.
(EVERY OTHER JOIST) ATTACHED
1'x6' TtG ATTACHED TO I'x2' P.T.
TO TRACK W/ (1)'12 TEK SCREW EA.
WD. FURRING. FURRING ATTACHED
LEG t (2) 72 TEK SCREWS TO
TO CEILING FRAMING SPACED a 16'
CEILING FRAMING
O.G. W/ hO SCREWS SPACED a 12'
O
O.G.
.'"
No' 20 GA STUDS SPACED a 16'
O.C. SPANNING WIDTH OF TERRACE
ATTACHED TO TRACK W/ (1) 012 TEK
SCREW t0 EA LEG
AS PER F.B.C. P3122 EXCEPTION 1, INDICATES P
THE TRIANGULAR OPENINGS FIXTURES AT
FORMED BY THE RISER TREAD, POWDER RO
AND BOTTOM RAIL OF A GUARD POWDER
THE OPEN SIDE OF A
STAIRWAY ARE PERMITTED TO BE
OF SUCH A SIZE THAT SPHERE b
INCHES (152mm) CANNOT PASS
THROUGH
TOP OF TIE BM.
EL. + 20' -10"
TOP OF FIN. 2ND FL.
EL. + 12' -6"
TOP OF FINISH FL.
EL. + 0' -0"
SECTION
SCALE = 1/4' = V -0'
FLAT CEMENT TILE
(TYPICAL O ALL ROOFS)
2L
FLAT CEMENT TILE
(TYPICAL a ALL ROOFS)
12
�3
�- SMOOTH STUCCO CL'G
ON METAL
O LATH ON ' PLYWD
SHEATHING
COVERED
TERRACE
NON SLIPPERY FL. FIN.
(TYP. a ALL
EXTERIOR FL. FIN.)
5ECTION
SCALE 1/4' = 1' -0'
TOP OF TIE BM.
* ® COVERED TERRACE
el EL. + 10' -6"
(4) 10'X10' WD. COL. COVER
OVER 4'X4' STEEL COL. ON
12'X12' GONG. PILASTER (TYP.
�D w COVERED TERRACE)
r BRICK VENEER
(TYP. WHERE SHOWN
TO BE SELECTED BY OWNER)
N TOP OF FINISH FL.
EL. + 0' -0"
DIA. PIPES
I -Xi' DIA. TYPE 1
HANDRAIL AS PER
NOTE: HANDRAIL TO RETURN TO WALL
AT BEGINING AND END OF HANDRAIL.
HANDRAIL
DETAIL
SCALE : 1/2' = 1' -0'
1 -)9 DIA. TYPE I
HANDRAIL
AS PEP
DIA. PIPE
CONC. STAIR W/
126' RISERS
10' TREADS
1 1/2' MIN.
CLEARANCE
NOTE: HANDRAIL TO RETURN TO WALL
AT BEGINING AND END OF HANDRAIL.
HAND RA f L
CLEARANCE
/ 105'
e .\
r
I
DETAIL
SCALE: 1/2'z 1' -0'
AS PER F.B.G. 2010:
THE RADIUS OF CURVATURE AT THE LEADING
EDGE OF THE TREAD SHALL BE MAX. 91168.
A NOSING NOT LESS THAN 3/4' BUT NOT
MORE THAN 1 1/4' SHALL BE PROVIDED ON
STAIRWAYS WITH SOLID RISERS.
THE GREATEST NOSING PROJECTION SHALL
NOT EXCEED THE SMALLEST NOSING
PROJECTION BY MORE THAN 3/8' BETWEEN
TWO STORIES. BEVELING OF NOSING SHALL
NOT EXCEED 1/2'.
.o
(SEE STRUCTURAL
DRAWINGS FOR CONST.
REQUIREMENTS)
'co'
M �
M
M O
a)
j-+-� O 0
W o
- C 4 pq
T � N
cc)
w C)
--1 EOs~
W
a °rz
o
cf�
N
0
V2
co
O
Z
W
x
U
•
C/)
A
O
1--i
I
a
E-+
I I I
q
,o
—
MAIN
W
DETAIL5
E
_e
C:6
rn
..
x
SCALE : 1/,2'
1' -0'
E-4
G:
O
00
w
•
m
�
�
U
z
W
w
N
LO
a
I I I
q
,o
—
MAIN
5TAIR
DETAIL5
q
,o
—
MAIN
5TAIR
DETAIL5
_e
Q)
SCALE : 1/,2'
1' -0'
m
�
N
1�
O
q'
�4
b
O
O U
.'"
'd
.1, 'd
a
A SEPARATE PERMIT AND PRODUCT CONTROL
APPROVAL,.-, � `
sheet no.
APPLICABLE, IS
REQUIRED FOR
THE FOLLOWING ITEMS:, �p�` ;.... ,
STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
h ,s.
ROOFING 'WINN'd6 S
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
SIGNS �(�`��� S:'WALL. r•,
�`"'t iG/
PRECAST SYSTEMS
HANDRAILS
RAILS
FENCES lL -r -,_
STORM SHUTTERS
STEEL JOISTS
STORE FRONT
AWNINGS�';� ;
6 of S
.:
o