13-240-029TIE BE
EXIS
TRU.
"" - ATHING
PIGGYBACK
TRUSS (TYP.)
2 "x4" SHIM (CONT.)
FASTENED WITH 12d
NAILS AT 12" O.C. (TYP.)
CONN.
(KEhtK TO
SCHEDULE)
PIGGYBACK TRUSS CONNECTION
SCALE: 3/4" = 1' -0"
LO
t j %12 "x6"
' r �
PREFAB.
WD TRUSS
0
��•'!�
f1
CMU WALL -j
TERRACE RAFTER CONNECTION
SCALE. 111 __ 1, -011
(2) J "O HILTI HIT
HY150 (OR EQUIV.)
EMBED. 5"
HIDDEN
BENT IE
PLYWOOD
SHEATHING
rWD JACK
/ RAFTER
�N .--
(2) J "O A307
THROUGH BOLTS
X
t
0
04
EXTEND
STIRRUE
ROOF NOT SHOWN
FOR CLARITY
TIE BEAM
(REFER TO PLAN)
CMU WALL OPENING (COORD.
(REFER TO PLAN) W/ ARCH. DWGS.)
7 TIE BEAM AT OPENING
SCALE: 3/4" = 1' -0"
(2) J" O HILTI HIT HY150
(OR EQUIV.) EPDXY
ANCHOR EMBED. 5"
PREFAB.
WD TRUSS
CONC. TIE BEAM
ADD (1) #5 MID. REINF. MID. (REFER TO PLAN
REINF. WHEN BOTT. OF TIE
BEAM IS DROPPED MAX. 24"
L4x3x}xO' -6"
❑ (SHORT LEG HIDDEN)
4 PLYWOOD
_ SHEATHING
WD RAFTER
(REFER TO PLAN)
CMU WALL-'
TERRACE RAFTER CONNECTION
SCALE: 1" = 1' -0"
PLYWOOD
SHEATHING
IROOF NOT SHOWN
rnD !'I ADITV
(2) #5x34" TOP Sc BOTT.
EMBED. 4" INTO EXIST. IN
EPDXY ADHESIVE (TYP.)
STARTER COLUMN
(REFER TO PLAN)
TIE BEAM AT EXISTING
SCALE: 3/4'" = 1' -0"
UPLIFT CONN. (REFER
TO PLAN k SCHEDULE)
EXIST. TIE
BEAM (F.V.)
EXIST. CMU
WALL (F.V.)
OL T.O. BEAM
REFER TO PLAN
PREFAB WD TRUSS _
(BY DELEGATED %'% CONC. BEAM
ENGINEER) (REFER TO PLAN)
EXIST. PLYWOOD
SHEATHING (F.V.)
HANGER (REFER TO
PLAN Ic SCHEDULE) EXIST. WD
TRUSS (F.V.)
ROOF SECTION
SCALE: 3/4" = 1' -0"
UPLIFT CONN. (REFER
TO PLAN do SCHEDULE)
PREFAB WD TRUSS
(BY DELEGATED
ENGINEER)
rg
PLYWOOD
SHEATHING
j—WD RAFTER
(REFER TO PLAN)
PLYWOOD SHEATHING
i W ad RING SHANK
JA NAILS 4 6 "; CLAD W/
'■ WIRE LATH Sc STUCCO
OPENING
ROOF SECTION
SCALE: 3/4" = 1' -0"
WD RAFTER
(REFER TO PLAN
WD JACK RAFTER
(REFER TO PLAN)•
PLYWOOD
SHEATHING
A� "
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PLYWOOD
SHEAHTING
"0 A307 THROUGH
`BOLT (TYP.)
' BENT It—J LWD JACK
1Y2"
LWD JACK
BENT 2 RAFTER
RAFTER TO JACK RAFTER CONNECTION
SCALE: 1" = 1' -0"
PREFAB WD TRUSS
(BY DELEGATED
ENGINEER)
WRAP EXIST.
TRUSS IN' 30#
ROOFING PAPER —
#5 W/ HOOKED END
EMBED. 4" INTO EXIST.
IN HILTI HIT HY150
(OR EQUIV.) EPDXY
ADHESIVE @ 24" - -
UPLIFT CONN. (REFER
TO PLAN Ic SCHEDULE)
OL T.O. BEAM
REFER TO PLAN
CONC. BEAM
(REFER TO PLAN)
EXIST, PLYWOOD
• SHEATHING (F.V.)
'- EXIST. TIE
BEAM (F.V.)
ROOF SECTION
SCALE: 3/4" = 1' -0"
EXIST. WD
TRUSS (F.V.)
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THROUGH BOLT
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TERRACE RAFTER CONNECTION
SCALE: 1" = 1' -0"
PLYWOOD
SHEATHING
IROOF NOT SHOWN
rnD !'I ADITV
(2) #5x34" TOP Sc BOTT.
EMBED. 4" INTO EXIST. IN
EPDXY ADHESIVE (TYP.)
STARTER COLUMN
(REFER TO PLAN)
TIE BEAM AT EXISTING
SCALE: 3/4'" = 1' -0"
UPLIFT CONN. (REFER
TO PLAN k SCHEDULE)
EXIST. TIE
BEAM (F.V.)
EXIST. CMU
WALL (F.V.)
OL T.O. BEAM
REFER TO PLAN
PREFAB WD TRUSS _
(BY DELEGATED %'% CONC. BEAM
ENGINEER) (REFER TO PLAN)
EXIST. PLYWOOD
SHEATHING (F.V.)
HANGER (REFER TO
PLAN Ic SCHEDULE) EXIST. WD
TRUSS (F.V.)
ROOF SECTION
SCALE: 3/4" = 1' -0"
UPLIFT CONN. (REFER
TO PLAN do SCHEDULE)
PREFAB WD TRUSS
(BY DELEGATED
ENGINEER)
rg
PLYWOOD
SHEATHING
j—WD RAFTER
(REFER TO PLAN)
PLYWOOD SHEATHING
i W ad RING SHANK
JA NAILS 4 6 "; CLAD W/
'■ WIRE LATH Sc STUCCO
OPENING
ROOF SECTION
SCALE: 3/4" = 1' -0"
WD RAFTER
(REFER TO PLAN
WD JACK RAFTER
(REFER TO PLAN)•
PLYWOOD
SHEATHING
A� "
6Y�
T
1Q
r3si m
It J %1 1 "x44"
N
Al
PLYWOOD
SHEAHTING
"0 A307 THROUGH
`BOLT (TYP.)
' BENT It—J LWD JACK
1Y2"
LWD JACK
BENT 2 RAFTER
RAFTER TO JACK RAFTER CONNECTION
SCALE: 1" = 1' -0"
PREFAB WD TRUSS
(BY DELEGATED
ENGINEER)
WRAP EXIST.
TRUSS IN' 30#
ROOFING PAPER —
#5 W/ HOOKED END
EMBED. 4" INTO EXIST.
IN HILTI HIT HY150
(OR EQUIV.) EPDXY
ADHESIVE @ 24" - -
UPLIFT CONN. (REFER
TO PLAN Ic SCHEDULE)
OL T.O. BEAM
REFER TO PLAN
CONC. BEAM
(REFER TO PLAN)
EXIST, PLYWOOD
• SHEATHING (F.V.)
'- EXIST. TIE
BEAM (F.V.)
ROOF SECTION
SCALE: 3/4" = 1' -0"
EXIST. WD
TRUSS (F.V.)
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Revisions
.. • •••
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• • • COMMFNTS
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Job No. 12 -018
Date 02/18/13
Scale
SHOWN
SECTIONS
& DETAILS
Sheet No.
53.E
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Job No. 12 -018
Date 02/18/13
Scale
SHOWN
SECTIONS
& DETAILS
Sheet No.
53.E
cr
0
cn
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1.
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2
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c
0
C3
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