11-473-014TOP OF ARCH — — " — — 7717 &Z4
7171 7/777-7/7
-- FLYING ARCH. SEE
- - - - -- SCOPE OF WORK
24 GA GALVANIZED STEEL I IF
I
ROOFING WITH LAPPED SEAMS
AND INTEGRAL FORMED EDGE
FLASHING. PRE -FORM TO TOWER
CAP RADIUS.
I I
I I
1 I I 1
— - --
A7.0 SIM. A7.0 SIM.
I I
I I
I I
VARIES - SEE ELEV - _ — .— .— .— .— .—._.—
i-T I I I
NEW FRAMING _I
SEE STRUCT.
NEW DURO-LASTROOFING
E.I.F.S. OVER EXTERIOR
S
GRADE SHEATHING / , ', A7.0 SIM.
BLOCKING AS REQUIRED
NEW 2X6 FRAMING
2x12 CUT TO RADIUS
+ I 2x6 BLOCKING
�\ SLOPE 1/4"
{� 1 T -7" '? PER FT. MIN
T.O. NEW PARAPET FRAMING — — — — — � NEW FRAMING -
SEE STRUCT. _ _ _ — — — — 16' -9"
TOP OF EXISTING STRUCTURE
15' -10" PROVIDE MAX. NEW DURO -LAST ROOFING
—.—._. _.__..—.—..— .— ..—.— .— ._.._.._.�
T.O. ARCH F ✓ 1 24 "X24" ACCESS ; a TO LAP OVER EXISTING
SCORED DRIP EDGE >
OPENING THROUGH MEMBRANE
NEW AND 1._..
/'.:�'
" PLYWOOD BENT TO RADIUS - -- EXISTING PLYWOOD ,! /,'/ i i. _- —
s SHEATHING -
PATCH EXISTING ROOFING
TURNBUCKLE BY SIGN VENDOR -" ~^ " - -� -- �y� v SEE STRUCTURALS
(SEE SCOPE OF WORK)
',' < . - -. ,' <.; �,' ; ' i i \._ N 24 "x24" ACCESS DOOR WITH
HEADER SEE DETAIL 12/A7.0
E.I.F.S. OVER EXTERIOR -- - - - -_ .
' I i
GRADE SHEATHING .—
II
EXISTING FRAMING TO REMAIN
/
HANGER ROD
(SEE SCOPE OF WORK) , I
I I
SIGNAGE BY OTHERS
I II I;
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BOTTOM OF CANOPY
I
NEW CANOPY. SEE SCOPE - -- I � � � CEILING
OF WORK \
REMOVE PORTION OF —
TRUSS TAIL AND EXISTING
SOFFIT
E.I.F.S. BEYOND-
6' -0"
T.O. STONE WAINSCOT
STONE WAINSCOT
0' -0"
T.O. SLAB
4
%�1 I �— EXISTING STRUCTURE
STOREFRONT AND DOOR SEE
FLOOR PLAN A1.0 & DOOR/
WINDOW SCHEDULE
NOTE:
G.G. SHALL FIELD VERIFY CONDITION OF
EXISTING CONSTRUCTION. NOTIFY
ARCHITECT OF ANY DISCREPANCIES
NOTE:
THESE ARE ARCHITECTURAL SECTIONS
AND DO NOT REPLACE NEED FOR
STRUCTURAL ENGINEERING DRAWINGS
FOR SITE SPECIFIC PROJECT AND
CONDITIONS.
DO NOT CUT EXISTING - --
MANSARD PLYWOOD
TO ALLOW FULL ATTIC VENTING —
DRILL 2" DIA, HOLES MIN. 4' -0" FEET
APART @ 4' -0" O.C. (STAGGER)
2x6 FRAMING @ 16" O.C.
REMOVE PLYWOOD AS REQ'D
DEMO NOTE:
REMOVE EXIST.
SOFFIT AND LIGHTS
NEW 1" E.I.F,S OVER —
EXISTING PLYWOOD
SHEATHING (TYP.)
SEE DETAIL 20/A7.1 FOR
TYP. E.I.F.S. ASSEMBLY
CULTURED STONE -
VENEER WAINSCOT
SEE ELEVATIONS
VERIFY (E) FOOTI
NOTIFY ARCHITEI
ANY PR(`1RI FNA4
1
A7.0
SIM.
SEE STRUCTURAL
NEW DURO -LAST ROOFING
OVER 1/2" EXT. GRADE
- PLYWOOD w/ 8d @ 6 "o%
EDGE NAILING 8d @ 12" o/c
\ FIELD NAILING
GA FLASHING TYP.
—
B. N. 10d @6" O.C.
SEE STRUCT.
I I
TOP OF PARAPET FRAMING (BEYOND) C
�— EXISTING PLYWOOD SHEAR PANEL. FIELD
\ VERFIY. NOTIFY STRUCTURAL ENGINEER IF NOT
PRESENT. NEW PLYWOOD MAY BE REQUIRED.
�—� 12 "x24" LOUVER VENT AT 8'0,C, CUT AWAY
I EXISTING FLAG MOUNT 2X'S AND PARAPET AS
REQ'D TO ASSURE FULL AIR FLOW. SEAL
ROOFING MAT'L PER MFG. SPECS.
NEW 2x CONT PLATE w/ 2 -16d @
EACH EXISTING MANSARD MEMBER.
EXISTING BUILT -UP ROOFING &
PLYWOOD ROOF SHEATHING TO
/ REMAIN
NOTE:
FIELD VERIFY CONDITION OF EXISTING
CONSTRUCTION. NOTIFY ARCHITECT /ENGINEER
OF ANY DISCREPANCIES
NOTE:
NEW E.I.F.S SHALL BE SAND FINISH,
— EXISTING BLDG.
FRAMING TO REMAIN
�— EXISTING ROOF
TRUSS TO REMAIN
JOIST BEARING EL.
SUSPENDED CEILING
NOTE:
G:C, SHALL FIELD VERIFY CONDITION OF
EXISTING CONSTRUCTION. NOTIFY
ARCHITECT OF ANY DISCREPANCIES
NOTE:
THESE ARE ARCHITECTURAL SECTIONS
AND DO NOT REPLACE NEED FOR
STRUCTURAL ENGINEERING DRAWINGS
FOR SITE SPECIFIC PROJECT AND
CONDITIONS.
WALL SECTION @ NEW PARAPET (TYP) 3/4 " =1' -o" 1 1 1
" s
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2X6 BLOCKING TYP.
B. N. 10d @6" O.C.
I
CONTRACT DATF,
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
VARIES
SEE DETAIL 2/A7.0
\,
SLOPE PER ROOF PLAN
^\ \I
NEW 3 -16d
i
w
17'7"_
_ _ _ _
TOP OF NEW FRAMING
Q
0
LLJ
2x6 1,@ 24" O.C.
EDGE NAILING --
OJ
CONT. (2) 2x6 TOP PLATE ---
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— — — — _...... — ._. -...._ —
U w
2x6 @48" O.C. W/3 -16d
UJ
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1" E.I.F.S, SEE DETAIL 20/A7.1 FOR TYP.
N
E.I.F.S. ASSEMBLY
1/2" EXT, GRADE PLYWOOD w/—
Sd @ 6 "o /c EDGE NAILING Sd @
2 SIM.
12" o/c FIELD NAILING
(A7.0
DO NOT CUT EXISTING - --
MANSARD PLYWOOD
TO ALLOW FULL ATTIC VENTING —
DRILL 2" DIA, HOLES MIN. 4' -0" FEET
APART @ 4' -0" O.C. (STAGGER)
2x6 FRAMING @ 16" O.C.
REMOVE PLYWOOD AS REQ'D
DEMO NOTE:
REMOVE EXIST.
SOFFIT AND LIGHTS
NEW 1" E.I.F,S OVER —
EXISTING PLYWOOD
SHEATHING (TYP.)
SEE DETAIL 20/A7.1 FOR
TYP. E.I.F.S. ASSEMBLY
CULTURED STONE -
VENEER WAINSCOT
SEE ELEVATIONS
VERIFY (E) FOOTI
NOTIFY ARCHITEI
ANY PR(`1RI FNA4
1
A7.0
SIM.
SEE STRUCTURAL
NEW DURO -LAST ROOFING
OVER 1/2" EXT. GRADE
- PLYWOOD w/ 8d @ 6 "o%
EDGE NAILING 8d @ 12" o/c
\ FIELD NAILING
GA FLASHING TYP.
—
B. N. 10d @6" O.C.
SEE STRUCT.
I I
TOP OF PARAPET FRAMING (BEYOND) C
�— EXISTING PLYWOOD SHEAR PANEL. FIELD
\ VERFIY. NOTIFY STRUCTURAL ENGINEER IF NOT
PRESENT. NEW PLYWOOD MAY BE REQUIRED.
�—� 12 "x24" LOUVER VENT AT 8'0,C, CUT AWAY
I EXISTING FLAG MOUNT 2X'S AND PARAPET AS
REQ'D TO ASSURE FULL AIR FLOW. SEAL
ROOFING MAT'L PER MFG. SPECS.
NEW 2x CONT PLATE w/ 2 -16d @
EACH EXISTING MANSARD MEMBER.
EXISTING BUILT -UP ROOFING &
PLYWOOD ROOF SHEATHING TO
/ REMAIN
NOTE:
FIELD VERIFY CONDITION OF EXISTING
CONSTRUCTION. NOTIFY ARCHITECT /ENGINEER
OF ANY DISCREPANCIES
NOTE:
NEW E.I.F.S SHALL BE SAND FINISH,
— EXISTING BLDG.
FRAMING TO REMAIN
�— EXISTING ROOF
TRUSS TO REMAIN
JOIST BEARING EL.
SUSPENDED CEILING
NOTE:
G:C, SHALL FIELD VERIFY CONDITION OF
EXISTING CONSTRUCTION. NOTIFY
ARCHITECT OF ANY DISCREPANCIES
NOTE:
THESE ARE ARCHITECTURAL SECTIONS
AND DO NOT REPLACE NEED FOR
STRUCTURAL ENGINEERING DRAWINGS
FOR SITE SPECIFIC PROJECT AND
CONDITIONS.
WALL SECTION @ NEW PARAPET (TYP) 3/4 " =1' -o" 1 1 1
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CONTRACT DATF,
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
04,17.11
M70H
MAY09A
298702
025743
TACO BELL
a
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1
TOWER
SECTIONS &
DETAILS
A6mO
PLOT DATE: 3 -17 -09
SECTION TNRU TACO BELL TOWER 3/4 " =-V -0" 2 _ NOT USED N.T.S.