09-860-013;)R R5-4
(12 "xO' -6 "x3/4 ")
2'0 x 6'
ANCHORS
/'4 DETAIL
\::�-2 SC4L E :. 3/4" 2 11-011
NEW TIE BEAM
W/ 2 05 BOT
W/ 2 05 TOP
"3 TIES it 12' O.C.
2"5X2' -6' DOWELS
DRILL 6' INTO EXIST
TIE BEAM 4 SET IN
EPDXY RESIN.
EXISTING
1 TIE BEAM
DETAIL
\2-2 SCALE: 3/4" = V -O"
ELEV. +8' -2"
TOP OF BEAM
EXISTING
T"SES
EXISTING
TIE BEAI'
EXISTING
NEW STARTER COL.
8'x12' GONG.
W/ 4 S VERT.
4 03 TIES 0 S' O.C.
/'(-,\ DETAIL
-2 SOLE: 3/4" = V -01'
SRS
ROOF FRAMING PLAN
Q D SOLE: 1/4" = V -011
USP CONNECTOR SCHEDULE
MARK
NOA
UPLIFT
CAPACITY
FASTENER
STIRRUPS
SEAT
TRUSS
TAPL16"
04- 042'1.02
1350
(6) 10d A -1/2
(11) loci
TA20
01- 0912.05
1040
(S) loci x1 -1/2
2 w6
JUS210
01- 0321.04
860
(S) loci
(4) loci
JUS 26
01- 0321.04
860
(6) loci
(4) 10d
RT 24
01- 0912.05
1020
- 139.42 PSF
(18) I6d
HLPTA'i5
03- 0508.04
2125
(2)10ci x IV2"
(20)10d x it,z"
MPA 1
01- 0411.11
"1(00
16&d x 111/2"
16kd x 1 °/2"
BEAM SCHEDULE
MARK.
ELEV.
SIZE
REINFORCING
STIRRUPS
REMARKS
SOT.
TOP
"E"
"C"
SIZE
ITYPE
SPACING C/C
R5-1
+8' -o"
8 "x12"
2 w6
2 %
_l
LESS MIN. DEAD LOADS=
03
f
4" O.G.
UPLIFT (ZONE 2)= 46.32 PSF [(- 1381- (08)]=
R5-2
+10' -O"
8 "xf6"
2 *6
2
UPLIFT (ZONE 3)= 4632 PSF [(- 2.21)- (O.B)]=
- 139.42 PSF
03
10.0 PSF
6" O.C.
SEE NOTE Nos
TB -I
SEE
PLAN
8 °x12"
2S
2 "5
03
]
a 48" O.C.
� D 4 03 CORNERS 12"
T5-2
SEE
PLAN
8"A211
2 "5
2 M5
ui
03
i
a 48" O.C.
wDCDOr4 03 0512"
.
•
•
0
z
ti
SEAM NOTES:
1. ADD I S EF. 0 MID- DEPTI -1
2. HOOK SOT. REINF. 0 COL. SUPPORTS
3. DROP BM. SOT. AT DOORNEAD t ADD 2 45 SOT.
4, SPLICE TOP REINF. * MIDSPAN IF REQUIRED.
5. ADD 1 05 EF, 0 12" O.C.
6. UPTURNED BEAM
ROOF-LOADS
LL = 30 PSF x 1.1 = 51 PSF
DL:
ROOFING -a 20 PSF
TRUSS 4 DECK= 5 PSF 30 PSF x 1.4= 42 PSF
CEILING= 5 PSF
TL = 30 PSF UL- 93 PSF
ASCE 1 -02 COMPONENTS 4 CLADDING
EXOSURE C V = 146 MPH Kd = 1 I = 1
CATEGORY= 2 GCpI = 0.18 9h = 4632
UPLIFT LOADS
Ul t,
N if 0
N
G7„ N m
-
UPLIFT (ZONE 2)- 46.32 PSF [C -126)- 00.18)] -
-66 51 PSF
Z�
10.0 PSF
NET UPLIFT (ZONE 2)=
-56.51 PSF
UPLIFT (ZONE 3)= 4632 PSF
- 104.09 PSF
W Li
10.0 PSF
NET UPLIFT (ZONE 3)=
-94.09 PSF
Z
2
-j
Jw
_l
LESS MIN. DEAD LOADS=
c
NET UPLIFT (ZONE 1)=
co
c`QO
UPLIFT (ZONE 2)= 46.32 PSF [(- 1381- (08)]=
- 100.9'1 PSF
O
O o�
UPLIFT (ZONE I)= 4632 PSF [C- 081) - (0.18)} _ -45.91 PSF
LESS MIN. DEAD LOADS=
10.0 PSF
NET UPLIFT (ZONE P=
-35.91 PSF
-
UPLIFT (ZONE 2)- 46.32 PSF [C -126)- 00.18)] -
-66 51 PSF
LESS MIN. DEAD LOADS=
10.0 PSF
NET UPLIFT (ZONE 2)=
-56.51 PSF
UPLIFT (ZONE 3)= 4632 PSF
- 104.09 PSF
LESS MIN. DEAD LOADS=
10.0 PSF
NET UPLIFT (ZONE 3)=
-94.09 PSF
UPLIFT LOADS (OPEN) GCpI= 0.8
9h = 4632
UPLIFT (ZONE I)= 4632 PSF [(- 0.84)- (0.8)] _
-15.93 PSF
LESS MIN. DEAD LOADS=
10.0 PSF
NET UPLIFT (ZONE 1)=
-65.93 PSF
UPLIFT (ZONE 2)= 46.32 PSF [(- 1381- (08)]=
- 100.9'1 PSF
LESS MIN. DEAD LOADS=
10.0 PSF
NET UPLIFT (ZONE 2)=
- 80.9'1 PSF
UPLIFT (ZONE 3)= 4632 PSF [(- 2.21)- (O.B)]=
- 139.42 PSF
LESS MIN. DEAD LOADS=
10.0 PSF
NET UPLIFT (ZONE 3)=
- 129.42 PSF
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