09-709-02354" EXTERIOR GRADE PLYWOOD
SHEATHING NAIL TO TRUSSES
W /IOd RING SHANK NAILS Q 6" O.G. —
PREFAB. JACK TRUSSES * 24" O.C.
CONNECTION TYPE E
SEE SHEET 5 -3
I "x4" TONGUE #
GROOVE NAILED
TO TRUSSES
MASONRY WALL
(BEYOND) -_ —_
12
31
RTB -2 #
DROPPED BEAM
SEE PLAN # SCHEDULE
FOR SIZE # REINFORCIN
EL- +20' -0"
EL. +22' —O"
TOP OF ROOF
TIE BEAM
6" CONC_ SLAB
6" GONG. SLAB BEE PLAN FOR
SEE PLAN FOR RE INF.
RE INF.
A& EL. +12' -0"
L. -
- �+ TOP OF SLAB
0o AND BEAM
B -6
SEE SCHEDULE
- FOR SIZE #
REINFORCING,
8 "X8" CONC. LINTEL
W/ 2 -04 CONT.
• EL TCI' —D11
MASONRY WALL
(BEYOND) --
8 "X5" CONC. WINDOW
SILL W/ 2 - *4 CONT.
2" GL.
SC: 1/2" = 1' -O"
54" EXTERIOR GRADE PLYWOOD
SHEATHING NAIL TO TRUSSES
W /10d RING SPANK NAILS v 6" O.C. —
PREFAB. JACK TRU55ES • 24" O.C.
CONNECTION TYPE E
SEE SHEET 6-3
I "x4" TONGUE #
GROOVE NAILED
TO TRUSSES
MASONRY WALL
(BEYOND)
12
31
RTB -2 #
21-0" DROPPED BEAM
SEE PLAN # SCHEDULE
FOR SIZE # REINFORCIr
•'
EL. +19' -2"
IRV
8 "X8" CONC. WINDOW
SILL W/ 2 -04 COPT. `
REINFORCED MASONRY
WALL SEE PLAN FOR
SIZE # SPACING OR
REINFORCING.
PROVIDE "9 LADDER
TYP. HORIZ. JNT.
REINF_ 4) 16" O_C_
MASONRY WALL
(BEYOND)
8 "X8" GONG. WINDOW
SILL W/ 2 -*4 CONT.—
PROVIDE *3 LADDER
TYP. HORIZ_ JNT.
REINF_ ,p 16" O.C_
REINFORCED MASONRY
WALL SEE PLAN FOR
SIZE # SPACING OR
RE INFORC ING_ --- -�
WP-30
SEE PLAN AND SCHEDULE
FOR SIZE AND REINF_
IN BEAMS USE SO' STD.
HOOK FOR MIN. ONE 36 Dl q — 2" (FROM FACE OF Q
TOP_ f3AR 0 END AT MID SPAN COLUMN TYP.) to
SUPPORT (U.ON. IN SCHEDJ
BEE SGHD. FOR
�— - TOP BAR TOP BAR STIRRUP SPACING U
N
O
1' -611 1'_61' BOTT(
AP MIR UAP MIN. BAR
,-
BAR
- - - --- L -1 L-2 —
(END SPAN) (INTERIOR SPAN) (CANTILEVER)
BEAM NOTES:
1.- INTERMEDIATE BARS SHALL BE SPLICED THE SAME AS BOTTOM BARS
2.- PROVIDE *5 "L" SHAPED CORNER BARS TO LAP EXTERIOR FACE
REINFORCING 2' -6" IN EACH DIRECTION AT ALL CORNERS.
TYP. REINFORCING PLACING
DIAGRAM FOR CONC. BEAMS
2
S -7
EL_ +16' -10"
8" MASONRY WALL
6" GONG- SLAB
SEE PLAN FOR
REINF.— \
� B -6
SEE SCHEDULE
- FOR SIZE #
REINFORCING.
CONC_ LINTEL
W/ 2 -04 CONT_
• EL_ +8' -O"
EL. +41 -011
EL. +22' -0"
TOP OF ROOF
TIE BEAM
5 /5" EXTERIOR GRADE PLYWOOD
SHEATHING NAIL TO TRUSSES
W /IOd RING SHANK NAILS o 6" O.G. °-
PREFAB_ JACK TRUSSES O 24" O.G.
CONNECTION TYPE E
SEE SWEET 5 -3 --
I "x4" TONG=UE #
GROOVE NAILED
TO TRUSSES
MASONRY WALL
(BEYOND)
12
31
RT5-2 #
DROPPED BEAM
2' -0' SEE PLAN # SCHEDULE
-- FOR SIZE # REINFORCII`
EL. +20' -011
CONNECTION TYPE I
8 "X6" CONC. WINDOW
4
BILL W/ 2 -04 CONT.-
2"x6" P.T. WOOD LEDGER W/ 5 /a "i
-1
lu
-
C11
O
4 "x6" WOOD RAFTERS o 24" O.G.
CA
EL. +12' -O° 1 "x6" TONGUE # GROOVE NAILED
M
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l
TOP OF BLAB WI 10d RING SHANK NAILS * 6" O.C.
U E-+
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12
2
S -7
EL_ +16' -10"
8" MASONRY WALL
6" GONG- SLAB
SEE PLAN FOR
REINF.— \
� B -6
SEE SCHEDULE
- FOR SIZE #
REINFORCING.
CONC_ LINTEL
W/ 2 -04 CONT_
• EL_ +8' -O"
EL. +41 -011
EL. +22' -0"
TOP OF ROOF
TIE BEAM
5 /5" EXTERIOR GRADE PLYWOOD
SHEATHING NAIL TO TRUSSES
W /IOd RING SHANK NAILS o 6" O.G. °-
PREFAB_ JACK TRUSSES O 24" O.G.
CONNECTION TYPE E
SEE SWEET 5 -3 --
I "x4" TONG=UE #
GROOVE NAILED
TO TRUSSES
MASONRY WALL
(BEYOND)
12
31
RT5-2 #
DROPPED BEAM
2' -0' SEE PLAN # SCHEDULE
-- FOR SIZE # REINFORCII`
EL. +20' -011
CONNECTION TYPE I
8 "X6" CONC. WINDOW
BEE SHEET 5 -2 W/
BILL W/ 2 -04 CONT.-
2"x6" P.T. WOOD LEDGER W/ 5 /a "i
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EMBEDMENT fl 16" O.G.
Ca
4 "x6" WOOD RAFTERS o 24" O.G.
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EL. +12' -O° 1 "x6" TONGUE # GROOVE NAILED
M
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l
TOP OF BLAB WI 10d RING SHANK NAILS * 6" O.C.
U E-+
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AND BEAM
12
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CONNECTION TYPE N
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TIE BEAM CORNER DETAILS
0
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Date:
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Checked: N.C. /J.M.R.
Proj. No.:
Cad File:
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RA. 15570
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EL. +22' -0"
TOP OF ROOF
TIE BEAM
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REINFORCED MASONRY
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SIZE # SPACING OR
REINFORCING.
PROVIDE "S LADDER Nil' EXTERIOR GRADE PLYWOOD
TYP. HORIZ. JNT. SHEATHING NAIL TO TRUSSES
REINF. w 16" O.G. W110d RING SHANK NAILS 's 6" D.C.
—roll CONC. SLAB PREFAB. WOOD TRUSSES
SEE PLAN FOR 12 0 24" O_C_
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EL. +12' -O" BRACINGS �� 3 _ -- CONNECTION TYPE D
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EL. +11' -0"
OIL
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SEE SCHEDULE ROOF BEAM DROPPED BEAM
FOR SIZE # SEE PLAN # • 1' -0"
REINFORCING_ SCHEDULE
---8" MASONRY WALL FOR SIZE #
REINFORCING.
Oil
1 /2" E.J. MATERIAL
4" GONG. SLAB 4" CONC. SLAB
SEE PLAN BEE PLAN
*5 NOSING
MASONRY WALL
(BEYOND) —
8 "XS" CONC.
WINDOW
SILL W/
2 -04 GONT. - - -- EL. +2' -O"
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4" CONC. SLAB -
SEE PLAN
BAR (TYP.) EL. +O' —O" EL. +O' -O"
TOP OF SLAB TOP OF SLAB
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n nil
+11' - 111/4
TOP OF TIE BEAM
TB -1
SEE SCHEDULE
FOR SIZE #
REINFORCING.
MASONRY WALL
(BEYOND)
D ETA I L "A"
SC: 1 1i2 11 11 -011
T.E.
SEE PLAN AND SCHEDULE
FOR SIZE AND REINF_—
TOP OF FTG.
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SEE SCHEDULE CITY Of U-r1"a (,,AIA1 j;l
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TOP OF ROOF
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SEE SCHEDULE
FOR 51ZE #
REINFORCING.
TOP OF ROOF
=� TIE BEAM
MASONRY WALL
(BEYOND)
MASONRY WALL
(BEYOND) - - --
+22' -O"
Y TOP OF ROOF
TIE BEAM
• RTB -2
SEE SCHEDULE
FOR SIZE it
REINFORCING.
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Date:
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Proj. No.:
Cad File:
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JOSE M. REQUEJO
FL.
RA. 15570
S-7
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