06-2124-010a =2
Fm
RqW
ki i -2d
A
A -�
20' -4"
3x3 STL. WD. BM
COL. BELOW 4x10
19 I
I
TB. I EV.= II' -0"
**\-3xi3 WD. JOISTS B -9
6 4' O.C.
a =51
. EL = iI' ' -�
42 oL 3A I I
8
Ca
=214 1 1
c�
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LU
01
m
W
J
4 a =22 N �\ =26
=2112
5-9 TC 8 -12 B -4
— — — -
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0 04 S' O.C. I IC
I I
0- �
5' -0'
L— -- -- I —�
I I N "4 8' O.C. : r —(
I I [III T x 5 -0 m
I I O TG O >' I BOTTOM C RD
B_6 6 BRACING YOP)
C
I I TC �U�1 L uL TG '
I I
U �; "4 'd 8' O.G.
SEE DETAIL' I/ 4 FOR 0 �� "4 a S' O.C.
I TRUSS CONNECT , I 0 x C y I I I
I LEDGER I I E- I` "4 a 8' O.C.
I I I * 5' -0' S' -0" 5'_0' Im EE DETIAI 2/5-4 FOR I I
-4 7'
I I I B -8
- - - - - - B / - iI - - - - B - -- -- =1151 I
=1211 - - - - - -- a =126
TC I I INTERM DIAT
E ADD 3 04 x 4' -0
\ / I CORNER BARS I I X -BRA ING
�, . @ SEE 11/6T4
ATT C \ I 3 O.G. (TYP) '
HAT PH
BOTTOM ' CHORD I a =92-1 \ 9' CONC. SLAB W/ TG s' I I I
UJI
BRACiN( (TYP) m =94 \ / 104 e 6' O.C. BOTT.
\ / TB EA. WAY (TYP) m I X14
I I TC
O�EN,,TO
B SOW m I I
1100NEW 11112111 IMF 1
EV. 9' -0
a - 516
5ECONE) FLOOR
fROCIF FRA�11NG — iii
I
I
I
I
I
DESCRIPTION
MARK
DESCRIPTION
I
I
I
I
5
5ja' dtam., Htlti Bolt II (Carbon steel) 41i4' Emb.
2
Steel plate S3j4'x4'xl /4' (N-36 ksi)
6
Prefabricated two or three ply truss
3
Steel plate ll1 /2'x4'x3 /8' (Fy - 36 kst)
-1
I
I
4
One (1) No' dia, thru bolt for two ply truss
8
I
I
I
I
I
I
One (I) 3j4' dtam. thru bolt for three ply truss
9
Concrete masonrg block
2 • 6
g 4" THRU
ARCH BEAM
04
"4 's 8' O.G.
+9' -0'
I
�
2• Z
8' THRU
R5-3
TB
8' O.C.
T x 6' -0"
2 • Z
T x 6' -0'
2 • Z
m 6' THRU
SEE DETAIL
RB -4
8 X 24
+12' -8'
2 • 6
2 • ro
g 6' THRU
R5-5
TC
O
+21' -0'
2 • -1
2 • -
m 4' THRU
R5-6
8 X 40
+23'-4'
6 -0 "
I
2 05
0 10' THRU
L -1
8 X 8
6, -0,
a -1' THRU
PRECAST LINTEL
5-1
8 X 24
I
I I
2 • 5
\
e 6' THRU
TURNED UP BEAM
5-2
8 X 16
+13' -0'
2 " l *
2 • -1 *
a 6 ' THRU
* CONT. EXT. TOP t BOTT 5' -0'
INTO T5 WHERE APPLICABLE
5-3
6 X 24
+13' -0'
2• -1
I
'
2• Z
I
I I
//
2
\\
I �►-
I
m 8' THRU
5-5
S X 24
+13' -0'
2 • -1
2 • 5
o
g 6' THRU
TURNED UP BEAM
5-6
S X IS
I
I I
2. Co
\
I �
,�
5--7
8 X IS
I
2 08
2 06
a+ 8' THRU
* DROP BEAM OVER WINDOW t
ADD 4 05 t •U TIES is 6' O.C.
5-8
8 X 20
12
I
B -1
TB EL. +12'_0'
110
'
* CONT.
B -S
8 X 24
+12' -0'
2. 8
2. 5
2. 8
s+ 8' THRU
ARCH BEAM
5-10
--
+12' -0'
2. 6
2. 6
a 6 THRU
8 -11
S X 16
+12' -0'
2. 6
---- - - - - --
2" 6
I
8 -12
S X 18
12 I
2. 6
I
m a' TWRU
U
S X 48
I
2. 6
I I
I
2" 6
m 8' THRU
8 -14
8 X 16
+12' -0'
I
2 • 1 *
9 6' THRU
* DROP BEAM OVER WINDOW t
ADD 4 05 t OU TIES is 6' OC.
O
04 a 8" O.C.
I
T x 5 -0
m
4 I
CRICKET -� I c�,I
T x 5' -0'
�
`;
I
I
I
I I
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a =14'1 I
l a =123 _
8 -14
II 5-2
I
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L
=162
TG
a = 21
I
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I
I
I
2 "5
a -221
\-4
I
I
=243
I
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I
T
-
�
1100NEW 11112111 IMF 1
EV. 9' -0
a - 516
5ECONE) FLOOR
fROCIF FRA�11NG — iii
I
I
I
I
I
DESCRIPTION
MARK
DESCRIPTION
I
I
I
I
5
5ja' dtam., Htlti Bolt II (Carbon steel) 41i4' Emb.
2
Steel plate S3j4'x4'xl /4' (N-36 ksi)
6
Prefabricated two or three ply truss
3
Steel plate ll1 /2'x4'x3 /8' (Fy - 36 kst)
-1
I
I
4
One (1) No' dia, thru bolt for two ply truss
8
I
I
I
I
I
I
One (I) 3j4' dtam. thru bolt for three ply truss
9
Concrete masonrg block
2 • 6
g 4" THRU
ARCH BEAM
R5-2
I
+9' -0'
2• -1
�
1�
.= 12' 8' FCI FCI
TC
2 �\ TC nI ATTIC 1
0 / I HATCH 1
04 a 12' O.C. 1 I
LANDING LEVEL-,-"' VEL a =133 I I
=136 1 I
1"5 EDGE I I
BAR T45 I I
21' 14
�2
a =20 ,
4
TB.
r
3x3 3TL.1 COL.
BEL W
4x10 WD. B fl
it
13x8 WD. J IS
} 0 24' O.C.
2
I� `
MA
W.�Imu-wwl
a p- EWE
111 > I
111
11 � ii
4
iim
SEE BRID 1r
DETAIL 1/5-2
a=254
=26
�t
0
SE CT i ON
II1 /Z' v-
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' TYP. -
CONC. E
0
TYP.
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M
00
00
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GONC. COL V] U M U'
" 5' OR MASONRY O � �
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O� � cd O
THREE FLY TRUSS b pq
� (Max. uplift = 11,2000)
O �
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C Ifi�DEi� Tfi�USS CONNECTOi� DETAILS o, Cd
SCALE: 3/4' - 1' -0'
SCHEDULE
MARK
DESCRIPTION
MARK
DESCRIPTION
I
Angle 3'x3'x1I w/ extended leg (Fy -3(o ksi )See dwg.
5
5ja' dtam., Htlti Bolt II (Carbon steel) 41i4' Emb.
2
Steel plate S3j4'x4'xl /4' (N-36 ksi)
6
Prefabricated two or three ply truss
3
Steel plate ll1 /2'x4'x3 /8' (Fy - 36 kst)
-1
Min. 5/8' exterior grade plywood. See plan for nailing req'mts.
4
One (1) No' dia, thru bolt for two ply truss
8
Min. 8' x 12' concrete tie beam ( f'c =3000 psi, minimum)
RS -1
One (I) 3j4' dtam. thru bolt for three ply truss
9
Concrete masonrg block
"CONNECTOR SCHEDULE II
Ol NU -VUE NVTH -18 W/ (6) 10d x 1 1/2"
U =838" NOA.04- 0510.03
O2 NU -VUE NVSTA -IroH W/ (6) 10d x 1 1/2"
IN STRAP 4 (Co) IOC' x 1 1/2" IN SEAT
U =1426" NOA.04- 0510.03
O3 SEE GIRDER CONNECTOR DETAILS -
THIS SHEET
O NU -VUE NV5TA -12 W/ (10) 10d IN
STRAPS 4 (6) 10d x 1 1/2' IN SEAT
U= 2133' NOA.03- 0224.10
LOAD TABLE
LOW ROOF:
SDL = 25 PSF
SLL = 30 PSF
2ND FLOOR:
SDL = 20 PSF
LL= 40 PSF
NOTE:
1. ALL PRECAST LINTELS TO BE
MANUR BY CAST -CRETE
2. ALL PRECAST LINTELS TO BE
SUS N.O.A. 06- 0222.01
3. MAX. RESISTED LOAD 250 P.L.F.
}R 1'X13'X1114' W/
4- 518'X6' LONG HEADED
STUD (TYP)
CAE' T DETAIL
SCALE: 3/4'=V-0"
GONG. BEAM
SEE PLAN
)STEEL COL.
CONC, 5EAM DETAIL
SCALE: 3/4'=I'-0"
E3EA1" i SCHEDULE
MARK
SIZE
V.
TOP OF
BEAM
REINFORCING
•3 STIRRUPS SPACING
REMARKS
BOTT.
DIAL.
MIDD.
TOP
SPACING EAEND
TB
8 X 12
VARIES *
2 • 5
2 • 5
4 03 TIES m 10' 0 ENDS
t 48' BAL
* CONC. TIE BEAM
SEE PLAN
RS -1
8 X 12
+11' -0'
2 • '1
2 • 6
g 4" THRU
ARCH BEAM
R5-2
8 X 24
+9' -0'
2• -1
2• Z
8' THRU
R5-3
6 X 24
+12' -8'
2 • Z
2 • Z
m 6' THRU
SEE DETAIL
RB -4
8 X 24
+12' -8'
2 • 6
2 • ro
g 6' THRU
R5-5
8 X 12
+21' -0'
2 • -1
2 • -
m 4' THRU
R5-6
8 X 40
+23'-4'
2" 5
405
2 05
0 10' THRU
L -1
8 X 8
a -1' THRU
PRECAST LINTEL
5-1
8 X 24
+12' -0*
2 • -1
2 • 5
2 • 1
e 6' THRU
TURNED UP BEAM
5-2
8 X 16
+13' -0'
2 " l *
2 • -1 *
a 6 ' THRU
* CONT. EXT. TOP t BOTT 5' -0'
INTO T5 WHERE APPLICABLE
5-3
6 X 24
+13' -0'
2• -1
2. 5
2• Z
s 6' THRU
TURNED UP BEAM
5-4
8 X 20
+12' -0'
2. 6
2. 6
m 8' THRU
5-5
S X 24
+13' -0'
2 • -1
2 • 5
2 • Z
g 6' THRU
TURNED UP BEAM
5-6
S X IS
+II' -6'
2. 8
2. Co
•+ 6' THRU
5--7
8 X IS
+12' -D'
2 08
2 06
a+ 8' THRU
* DROP BEAM OVER WINDOW t
ADD 4 05 t •U TIES is 6' O.C.
5-8
8 X 20
+12' -0'
2 0-1*
2 • 7 *
g 6' THRU
* CONT.
B -S
8 X 24
+12' -0'
2. 8
2. 5
2. 8
s+ 8' THRU
ARCH BEAM
5-10
S X 18
+12' -0'
2. 6
2. 6
a 6 THRU
8 -11
S X 16
+12' -0'
2. 6
2" 6
a 6' THRU
8 -12
S X 18
+11' -6'
2. 6
2. 8
m a' TWRU
ARCH BEAM
B -13
S X 48
+12' -0'
2. 6
4. 5
2" 6
m 8' THRU
8 -14
8 X 16
+12' -0'
2 " *
2 • 1 *
9 6' THRU
* DROP BEAM OVER WINDOW t
ADD 4 05 t OU TIES is 6' OC.
Ed cn
C' CO o
CD M N z
Cd
0• •> H� ~w
•
J� f 000
C/1
Cal
o '> c
W Cd,
U.z
CD ON
00
0 > 0000
600
o �
0 O
WCn rev
(D0�
O
r—I
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
2L 5 -9 -01 H.F.
Date: 12 -5 -06
URNED UP Job: MENDEZ
Drawn: H.F.
Checked: J.B.G.
Scale: AS SHOWN
SHEET
O
OF 5