06-2124-0128' CONC. BLOCK
WALL RM 516
BOLT TO BE
LOCATED
MID -DEPTH OF
LEDGER L'A'
+ 15' -4'
8'Wxl2'D CONC. BEAM
W/ 215 T45 4 03
STIRRUP 16' O.C.
OC +
9' SLAB
SEE PLAN 5-3
m
J CONT. GALV.
0 MTL. FLASHING.
PREFAB WOO]
TRU55E5 Q 24
RT24F GALV STRAP
BY USP W/ 14 -16d NAILS
LvA\CAP UPLIFT = 1125"
12
14
RT24F GALV STRAP
BY USP W/ 14 -16d NAILS
CAP UPLIFT = 1125" -�
PREFAB WOOD
TRUSSES g 24' O.C.
L'A' SEE
SECT. 2/5-4
FOR DETAIL
+ 11' -0'
GALV. HANGER JUS28 BY
L'A' SEE
USP W/ 6 -16d NAILS TO L'A'
SECT. 2/5 -4
4 4 -10d NAILS TO TRUSS
FOR DETAIL
M.D. REPORT 'FL 01- 0321.04
1065*
CAPACITY�GRAVITY=
UPLIFT= 1115"
SECTION
-
1
3/4' 1' -0'
CJ J-4
BOLT TO BE LOCATED
,m MID -DEPTH OF LEDGER L'A'
FULLY GROUTED
BLOCK CELL
GROUT 2 - CELL
BOLT TO BE LOCATED
'a MID -DEPTH OF LEDGER L'A'
- GONC. BEAM
SEE PLAN
- GONG. BLK WALL
SEE PLAN FOR
RE INF. (TYP)
ADD 1 05 COWER BAR g 8' O.G. MAX.
AT TOP 4 BOTTOM OF 10 5 HORIZ.
BEAM 1�6' TYP„
EACH FACE
9' CONC. SLAB
SEE PLAN FOR REINF.
Bonfill 0, Associates
V
M
00 tn
oib + 12' -0' ~ O tn MO O 0O
N N 00
o N G1
4-5 o'5iO
.� V�tn
NELSON STUDS COL.-/ V O
CAP PLATE O cu
I I Vn CA c
I 0 � �
r-+ r-,
"Cl I I STEEL COL. ,.L; M t+
Cd O
TYf=. STEEL COL. TO 64 o
LONG. SLA5 DETAIL ('2_'� � -I- - � r-+
�o
J-4 O
BOLT TO BE LOCATED
OL + 12' -0' MID -DEPTH OF LEDGER L _
DBL 2x12 CONT. W/ 1- 3ia'�x8' L NG
ANCHOR BOLT g 24' O.C. lTY ///--SEE APLAN 1 " 5 CONT.�� / W.W.F.
U OdL + 11' -0'
0 L •A'
GALV. HANGER JU528 BY
USP W/ 6 -16d NAILS TO L'A'
4 4 -10d NAILS TO TRUSS
M.D. REPORT "FL 01- 0321.04
CAPACITY�GRAVITY= 1065*
UPLIFT= 1115"
SECTION 2
3/4' = P -0' J-4
- PLYWOOD SHEATHING
/-TRUSS TOP CHORD (TYP*)
2 -16d NAILS im 'X' BRACING / LAT. BRACING
JOINT (TYP.) TOP AND BOTTOM CORD
TOP CHORD
LAT. BRACING
j ZL
PR IDE BLO :KI G
TERSE -TION W/
• (4) 16d NIALS
2x4 'X' BRACING
TRUSS BOT.
CHORD (TYP.) BOT. CHORD
2 -16d NAILS (TYP.) LAT. BRACING
INTERMEDIATE 'X BRACING DETAI 11
W.W.F.
1 " 5 CONT.
Q
8' VAPOR BARRIER
T`rf=. STEW IN 6L,45 •4
S —
8'X12' CONG. TIE BEAM I I F 2 5 CONT.
405,S TIES a48'O.G.
AD 2 " 5 SPACED a 12'
O.G. MAX. DEPENDING ON
ROP EPTN
1 * 5 IN CONC.
FILLED CELL
8 INDOW OPENIN g•
(BEARING END) (BEARING END)
8EA1" 1 DROR DETAIL, 8
S -4
VERT. REINF.
SEE COLUMN SCHEDULE
Qw
J
W0-
Q�
m(L
0Q
�
SEE PLAN
CONCRETE B.M.
SEE ROOF PLAN
12' HOOK 6' BELOW
TOP OF TB. (TYP.)
LUMN SCHEDULE
ACING
GONG. FOOTING
SEE FOUNDATION
PLAN
T"rf=. COLUI IN 5FLICE DETAIL
SLAB TOP RE INF. —
9' CONC. SLAB
SEE PLAN FOR RE INF.
18'
1 * 5 CONT.
BEAM
'LAN
SLAB BOTT. RE INF.
SEE PLAN FOR SIZE
AND SPACING
145
e' VAPOR BARRIER
T'rF. TI-IIC:<E:NED EDGE DETAiL
•
90 DEG HOOK AT ALL
TOP BARS
2 " 5 BARS
COL. BARS ( I ) EACH FACE
SEE SCHEDULE TYP'
(TOP PLAN SHOWN)
T"'r=. ARCH DETAIL
S -�I•
•
CONCRETE STAIR
•
1 "4 NO
• BAR (TYP)
BOTT.
"4 g 12■ 0)�QI
BOTT. TRANSVERSE .v
ELEV.= SEE ROOF PLAN
E10XX 3/16
GONG. BEAM FOR CONNECTION TO
SLAB SEE SECTION 2/S -2
CAP PLATE SEE COL. SCHEDULE
STEEL COL.
ISOLATION JT.
NOT SHOWN
CONC. ENCASEMENT
AROUND COLUMN
L4.
e BASE PLATE
SEE COL. SCHEDULE
2' LEVELING GROUT CONC. FTG SEE
NON METALIC e °e PLAN - SCHEDULE
NON SHRINK
e a c ILA
2S .e °
.a+ d .•
e °e
STL_ GOLLII` IN CONNECTION DETAIL 10
W.WF.
•I *4 � 8'
_I 04
« 4 6 12•-�
BOTT
TRANSVERSE
5d
8, VAPOR BARRIER —
T1'R. STEF IN 5LA5
SECOND FLOOR SLAB
8' CONC. BLOCK
SEE PLAN FOR REINF
(TYP)
8'Wx8'D P/C LINTEL
SEE PLAN FOR DETAII
04 g 12' OC. T -
rl-I "4
"4a8'OC.
•
• • •
« 'm 6'
,
4' -0'
8' CMU
WALL
RM 516
GROUND FLOOR
CONCRETE SLAB
UP-24 -�
STAIR SECTION 12
S -4
Qq
c�
0 �
W
LANDI G 6' CONC. SLAB W/
04 Q 12' O.G. T 4 (TYP..
• • • • • `fl
2'- '
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W
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u
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cn 00
Vl "M 00
0
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ALL DRAWINGS AND
WRITTEN MATERIAL
APPEARING HEREIN
CONSTITUTE THE
ORIGINAL AND
UNPUBLISHED WORK OF
J. BONFILL &
ASSOCIATES, INC., AND
MAY NOT BE
DUPLICATED, USED OR
DISCLOSED WITHOUT
THE EXPRESS WRITTEN
CONSENT OF J. BONFILL
& ASSOCIATES, INC.
REVISIONS BY
Date: 12-5-.06
Job: MENDEZ
Drawn: H.F.
Checked: J.B.G.
Scale: AS SHOWN
S) IEET `
♦ j ♦ r .....
41
�� � SUIT C C = • �-