09-860-014�Pj- -
(12`x0'-6"x3/4')
210 x 6'
%NCHORS
/'4 DETAIL
\:� -2 SCALE: 3/4"
205X2' -6' DOWELS.
DRILL ro' INTO EXIST
NEW TIE BEAM TIE BEAM t SET IN
W/ 2 *5 BOT EPDXY RESIN,
W! 2 05 TOP
03 TIES c 12' O.G. E EI BEAM
NEW STARTER COL.
8'x12 CONC.
W! 4 S VERT.
a +3 TIES 0 8 O.C.
Dr=TAIL
-
SCALE: 3/4" c V-011
ELEV. +8' -2"
TOP OF BEAM
EXISTING
TRUSSES
EXISTING
TIE BEAT`
EXISTING=
DETAIL
.5 -Z SCALE: 3/,{11 2 II -011
ERs
ROOF FRAMING FLAN
QV SCALE: 1/4" = V -011
U5E' CONNECTOR 5CNEDULE
MARK
NOA
UPLIFT
CAPACITY
FASTENER
SEAT
TRUSS
TAPLI6
04- 0421.02
1350
(6) 10d A -1/2
(11) loci
TA20
01- 0912.05
1040
(9) loci A -1/2
6 "x12"
JUS210
01- 0321.04
860
(9) loci
(4) 10d
JUS 26
01- 0321.04
860
(6) loci
(4) loci
RT 24
01- 0912.05
1020
(19) 16d
NLPTAI5
03- 0508.04
2125
(2)I0d x 11%°
(20)lod x 11/2"
MPA 1
01- 0411.11
160
(6)8d x 11/2
(6)Sd x 11i2"
BEAM SC14EDULE
MARK
ELEV.
SIZE
REINFORCING
STIRRUPS
REMARKS
BOT.
TOP
"E"
"C"
sIZE
TYPE
SPACING C/C
RB -1
481-011
6 "x12"
2 06
2 M6
a
H^
"3
4" O.C.
RB -2
+10' -O"
8"x16"
2 %
2S
03
]
a 6" O.C.
SEE NOTE No.S
T5-1
SEE
PLAN
8 "x12"
2 *5
2S
03
6 48" O.G.
ADD 4 S 0 12"
CORNERS
TB -2
SEE
LAN
8 "x12"
2S
2S
LLJ
03
�
� 48°' O.G.
O CORN RS 12"
•
•
z
.
BEAM NOTES:
1. ADD 1 5 EF. m MID - DEPTH
2. NOOK BOT. REINF. a COL. SUPPORTS
3. DROP BM. BOT. AT DOORHEAD t ADD 2 5 BOT.
4. SPLICE TOP REINF. ,m MIDSPAN IF REQUIRED.
5. ADD 1 5 EF. * 12" O.C.
6, UPTURNED BEAM
ROOF LOADS
LL= 30 PSF x 1.1 = 51 PSF
DL:
ROOFING= 20 PSF
TRUSS d DECK= 5 PSF 30 PSF x 1.4= 42 PSF
CEILING-:= 5 PSF
1 L = 30 PSF UL = 93 PSF
ASCE I -02 COMPONENTS E CLADDING
EXOSURE C V = 146 MPH Kd = I I= 1
CATEGORY= 2 GCpi = 0.16 9h = 4632
UPL IFT LOADS
UPLIFT (ZONE I)= 4632 PSF [C- 0.81)- C0.18)]= -45.91 PSF
LESS MIN. DEAD LOADS= 10.0 P19F
NET UPLIFT (ZONE i)= -35.91 PSF
UPLIFT (ZONE 2)= 4632 PSF [C- 12(o) - (0.18)] _ -66.51 PSF
LESS MIN. DEAD LOADS= 10.0 PSF
NET UPLIFT (ZONE 2)= -56.51 PSF
UPLIFT (ZONE 3)= 46.32 PSF [C- 2.01) - 00.181] _ - 104.09 PSF
LESS MIN. DEAD LOADS= 10.0 PSF
NET UPLIFT (ZONE 3)= -94.09 PSF
UPLIFT LOAD5 (OPEN) Gcpl= 0.8 9h = 4632
UPLIFT (ZONE 1)= 4632 PSF [(- 0.84)- (O.8)] _ -15.93 PSF
LESS MIN, DEAD LOADS= 10.0 PSF
NET UPLIFT (ZONE 1)= -65.93 PSF
UPLIFT (ZONE 2)= 4(o.32 PSF [(- 138) - 00.8)]= - 100.91 PSF
LESS MIN. DEAD LOADS= 10.0 PSF
NET UPLIFT (ZONE 2)= -90.91 PSF
UPLIFT (ZONE 3)= 4632 PSF [f - 221)- f0.8)] PSF
LESS MIN. DEAD LOADS= 10.0 PSF
,.
NET UPLIFT (ZONE 3)= - 129.42 PSF
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