HomeMy WebLinkAbout0444.97.17FACE OF
BRICK
PREFINIE)F4ED METAL GOPIN6
ON OJOOr) 5TIJP FRA"IWv 54MILAR
i18' -O"
T,/ PARAPET
BUILT-W E,I,F5, CORNICE \l-,-J IX
&` 20 &,A. METAL STLVc-)
AT 16" 0.6 (TYR)
CARRIAGE LI&HT (Acy
CHOSEN BY OY4NER) --- �
112" EXT. PLYWOOD
SINGLE -PLY E.D.P.M. ROOFING
5HEATHIN6
YSTEM FULLY ADHERED
FLASHING AW
RUN MEMBRANE UP BACK
5EALANT
FACE AND OVER TOP OF WALL
FRAMING 0 160 O.G.
5/8" EXT PLYV4000 SHEATHING
BUILT {JP E.IF.5.
ATTo66H TO FQIrX
l'-3 i/20
.11, 111-0* - -jf
a f /OF
6qlilo
I
SINGLE -PLY E.D.P.M. ROOFING
YSTEM FULLY ADHERED
6' 20 GA. METAL STUD
RUN MEMBRANE UP BACK
5TEEL AW7LE SUPP6*?T5
FACE AND OVER TOP OF WALL
FRAMING 0 160 O.G.
5/8" EXT PLYV4000 SHEATHING
6" 20 6A. METAL
EXISTING STUD FRAMING
STUD BRACING
AT 16" O.C. (TYP)
l'-3 i/20
.11, 111-0* - -jf
a f /OF
6qlilo
I
STEEL ANGLE SUPPORTS
(SEE STRUCT. V16165)
(5EF. 5/A4.1) 51MILAR STEEL ANGLE BRAGI%
(5a 5TF44. DH&S)
EXISTING RI ID
>
& �
FACE BRICK WI IN5UL. TO BE
MA50Wr TIES a REMOVED
24" 0.6.,ITYP)
----------
114'-0" 7
BY E. I F 5.
CONT. AW-7Lf PEW TO 5TFEL
JOISTS (SEE 5T;aXT. DWSj
ANNIN&
4-T-,' A
2x HOOD WALKWAY
EX15T. STRUCI. STEEL 6' 20 GA. METAL STUD
TO REMAiN j FRAMIW7 e 16' O.C. 1 EXISTING STRUCTURAL
STEEL AND ROOF DECK
STEEL BEAM AND PL A rE i TO REMAIN
(SEE FRAMING PI.-AN) EXISTING STUD FRAMING
TO REMAIN
ExJ k E.I.F.5. SOFFIT AND EXISTING 2x V4000
Bt)l K-14E;�, KHEAD BLOCKING TO REMAIN
BUL
518" TYPE *Xo GYP. 130.
5/88 EXT. 6YT75UM
BOARD SHEATHING
TREATED HOOD SHIM
AANI!,,6 4" 20 67& METAL
STUDS a 16" O.C.
L INF OF AkftNC,
LA
ALUMINUM 5TORE54RONT
2 SYSTEM
FADE DFZI6K ON COLUMN
(BEYOND)
A
E, I. F. 5. ON COLUMN i 5EALANT AND BACKER
(BEYOND)
ROD - BOTH 54VES
BRICK SOLDIER
COURSE TREATED Y4000 EN-OGKIN6
BRICK 5OLDIER
COURSE (BEYOND) 4' 0OW,.SlVEY4ALK
K/ 6X6 V*t OVER MIN.
4" GRANULAR FILL. TY BPJGK -F
SPLIT -FADED GONG. SLOPE 1/4" PER FOOT
BLOCK (BEYOND) (SEE CIVIL PY4%) 5/15o
T EXT. PLYP400v
5HEATHIN&
4' SPLIT -FACED
6* 20 &A. METAL 5TUD5
COW, BLOCK AT 16" OL. Cr' P), W 6'
BATT INSULATION (R-14)
1/2" EXP. JT. MATERIAL 100,--0-
FIN. FLOOR
F-Xl5TtN6 4' REINF. COW,
TO REMAIN
SL
NEW GONG. FOOTING AND EXIST. COW, PIER ANDS
FOUNDATION WALL (BEYOND) 1 FOOTING TO REMAIN
qb,-O,,
TJ FOOTING
__J
BALL SECT I Oil
Sm::,ALE:; 1/2" = P0"
:;)r:7AIL
SCALE: I'" = I'-C"
FRET INI51,41ED METAL
COPING ON V400D
STUD FRAMIW7
IFTJ PARAPET
BUILT-UP E.1,F5. COI�ICE -/
to E.I.F.5•
5/80 EXT. 6YP5UM
BOARD 5rfEATHIN6-`
4' 20 GA. METAL STUDS
AT 16- O.G. (TYR.) -__
.., I
4' 20 6A. METAL
5TLV5 o lb' O.G.
3o0xI/4'5TEEL ANGLE:
Pf Lp To Exisnw,,
STEEL BEAM L
EXIST. 5T"nR&
STEEL ff-m L\I-U
TO REMAIN - , 11K
4 E.I.F.5.
5/8' EXT. PLYK"
SHEATH%
2 V2' 20 6A.
METAL 5TLV5
DRIP EDGE
0
112
6* 20 6A. METAL
f�lEO.G.
METAL STLVS 0 16' O
3 5/8' 20 6k METAL
METAL 57VO5 e 16" OL.-
i��TAIL.
SCALE: I" = l'-C"
5/8" EXT, PLYP400E) 5HEATHIN6
5IN6LF-PL.Y E.D.P.M_ ROOFIN6
5YSTEM'FULLY ADHERED
1. RUN MEMBRANE UP BACK
FACE AND OVER TOP OF WALL
b" 20 6A. METAL
5-TI)E' f3R.Ax,-lW_-)
,AT ib' O.G. (-TYFI.)
12
15TEfL AWAX 9RAGI%
(SEE 9fFT2.I)
FACE OR" YV EMT. STRY-TI.IlIZAL STEEL
RA50WY AW,+kIR5 BEAM TO REMAIN
• 24' OL.
STEEL ANGLE, KID TO
EX61W-7 STEEL. BEAM
IT'
lt�
1121 EXT. PLYWOOD
EXISTING
5if ATHIN6
2 1/20 20 6A.
METAL 5TW5 •
16, of"
STEEL AW--if, WELD
TO STEEL BEAM
51EEL BEAM AM PLATE
(PAINTED)
*ALANr TJ 3 5/6' 20 6A. METAL
METAL STUDS a 16' O.G. -
I'--q 1/21
Z-10 1/2"
6' 20 GA. METAL STUD
aC
5TEEL AW7LE SUPP6*?T5
YTwi i7
IA. X
FRAMING 0 160 O.G.
40 20 &A. METAL
(SEE STRUCTLIRAL LY*�75.)
EXISTING STUD FRAMING
STUDS 0 16, O.C.
TO REMAIN
5/51 EXT. &YP91t.11
BOARD 5HEATHIN6
5/6" TYPE "X" 6-TP. 15D,
EXISTING 2x Y400D
I" E.I.F.S. SOFFIT
f
BLOCKING TO REMAIN
AND BULKHEAD
TREATED WOOD SHIM
110' -O"
---
BJ BULKHEAD
BACKER R'00 4 SEALANT
BOTH 51DE-5
2x vil_ �P WALKWAY
ALUMINUM 5TOREFRONT
STEEL ANGLE SUPPORTS
(SEE STRUCT. V16165)
(5EF. 5/A4.1) 51MILAR STEEL ANGLE BRAGI%
(5a 5TF44. DH&S)
EXISTING RI ID
>
& �
FACE BRICK WI IN5UL. TO BE
MA50Wr TIES a REMOVED
24" 0.6.,ITYP)
----------
114'-0" 7
BY E. I F 5.
CONT. AW-7Lf PEW TO 5TFEL
JOISTS (SEE 5T;aXT. DWSj
ANNIN&
4-T-,' A
2x HOOD WALKWAY
EX15T. STRUCI. STEEL 6' 20 GA. METAL STUD
TO REMAiN j FRAMIW7 e 16' O.C. 1 EXISTING STRUCTURAL
STEEL AND ROOF DECK
STEEL BEAM AND PL A rE i TO REMAIN
(SEE FRAMING PI.-AN) EXISTING STUD FRAMING
TO REMAIN
ExJ k E.I.F.5. SOFFIT AND EXISTING 2x V4000
Bt)l K-14E;�, KHEAD BLOCKING TO REMAIN
BUL
518" TYPE *Xo GYP. 130.
5/88 EXT. 6YT75UM
BOARD SHEATHING
TREATED HOOD SHIM
AANI!,,6 4" 20 67& METAL
STUDS a 16" O.C.
L INF OF AkftNC,
LA
ALUMINUM 5TORE54RONT
2 SYSTEM
FADE DFZI6K ON COLUMN
(BEYOND)
A
E, I. F. 5. ON COLUMN i 5EALANT AND BACKER
(BEYOND)
ROD - BOTH 54VES
BRICK SOLDIER
COURSE TREATED Y4000 EN-OGKIN6
BRICK 5OLDIER
COURSE (BEYOND) 4' 0OW,.SlVEY4ALK
K/ 6X6 V*t OVER MIN.
4" GRANULAR FILL. TY BPJGK -F
SPLIT -FADED GONG. SLOPE 1/4" PER FOOT
BLOCK (BEYOND) (SEE CIVIL PY4%) 5/15o
T EXT. PLYP400v
5HEATHIN&
4' SPLIT -FACED
6* 20 &A. METAL 5TUD5
COW, BLOCK AT 16" OL. Cr' P), W 6'
BATT INSULATION (R-14)
1/2" EXP. JT. MATERIAL 100,--0-
FIN. FLOOR
F-Xl5TtN6 4' REINF. COW,
TO REMAIN
SL
NEW GONG. FOOTING AND EXIST. COW, PIER ANDS
FOUNDATION WALL (BEYOND) 1 FOOTING TO REMAIN
qb,-O,,
TJ FOOTING
__J
BALL SECT I Oil
Sm::,ALE:; 1/2" = P0"
:;)r:7AIL
SCALE: I'" = I'-C"
FRET INI51,41ED METAL
COPING ON V400D
STUD FRAMIW7
IFTJ PARAPET
BUILT-UP E.1,F5. COI�ICE -/
to E.I.F.5•
5/80 EXT. 6YP5UM
BOARD 5rfEATHIN6-`
4' 20 GA. METAL STUDS
AT 16- O.G. (TYR.) -__
.., I
4' 20 6A. METAL
5TLV5 o lb' O.G.
3o0xI/4'5TEEL ANGLE:
Pf Lp To Exisnw,,
STEEL BEAM L
EXIST. 5T"nR&
STEEL ff-m L\I-U
TO REMAIN - , 11K
4 E.I.F.5.
5/8' EXT. PLYK"
SHEATH%
2 V2' 20 6A.
METAL 5TLV5
DRIP EDGE
0
112
6* 20 6A. METAL
f�lEO.G.
METAL STLVS 0 16' O
3 5/8' 20 6k METAL
METAL 57VO5 e 16" OL.-
i��TAIL.
SCALE: I" = l'-C"
5/8" EXT, PLYP400E) 5HEATHIN6
5IN6LF-PL.Y E.D.P.M_ ROOFIN6
5YSTEM'FULLY ADHERED
1. RUN MEMBRANE UP BACK
FACE AND OVER TOP OF WALL
b" 20 6A. METAL
5-TI)E' f3R.Ax,-lW_-)
,AT ib' O.G. (-TYFI.)
12
15TEfL AWAX 9RAGI%
(SEE 9fFT2.I)
FACE OR" YV EMT. STRY-TI.IlIZAL STEEL
RA50WY AW,+kIR5 BEAM TO REMAIN
• 24' OL.
STEEL ANGLE, KID TO
EX61W-7 STEEL. BEAM
IT'
lt�
1121 EXT. PLYWOOD
EXISTING
5if ATHIN6
2 1/20 20 6A.
METAL 5TW5 •
16, of"
STEEL AW--if, WELD
TO STEEL BEAM
51EEL BEAM AM PLATE
(PAINTED)
*ALANr TJ 3 5/6' 20 6A. METAL
METAL STUDS a 16' O.G. -
I'--q 1/21
Z-10 1/2"
^ALL 5ECTIOil
SCALE. 1/2" = P-01"
17E`7AIL
50ALE: I" = 1'-0"
FREFIN15HED METAL
COPING ON HOOD
5TI)D FRAMIN&
Ak 124'-2"
1V TJ PARAPET
P3UILT4P E.1 P 5. CAqICE
I" E.LF,5
5/8 " EXT, 6Y'PSUM
E30AF:P,V SHEATHING -'
6" 20 6A. METAL STUDS
AT I b " G.G. (TYP) -�
BUILT-UP E.1 F.5,
(SEE DETAIL 5/A4.1)
'Y BY BULKHEAD
PRIEFINISHED METAL COPING
(SLOPE 1/4" PER 1'-0*)
5/5' EXT. PLYWOOD
124'-2*
TJ PARAPET
WOOD 57UD
"04
T,
r-mto%m1rv-7 11 Tr-.j . . .
BUILT-UP E.I.F.5.
CORNICE
DRIP EDGE
10_Ir__ f
DRIP EDGE
I#-- - i
17 ETA I L
5rALE- 1 !'-0"
5IN6LE-PLY, ED.Pi-t
RUId MEMBRANE UP
BACK FACE AND
OVER TOP OF WALL
5/5" EXT. PLY1110400D
SHEATHIN6
SIMILAR
5/8" EXT, PLYWOOD SHEATHING
SINGLE -PLY E.D.P.M. ROOFING
5Y5TEM FULLY ADHERED
RUN HEtl3RANE UP BA(-K
FACE AND OVER TOP OF WALL
4" x 4" x 1/4' STEEL ANGLE
WELD TO EXIST. BEAM
EXISTING STRUCTURAL
I Ott TO STEEL MAIN AND RDoF oax,
RE
/-2x WOOD WALKWAY
b" 20 GA. METAL 5TUD
FRAMING e lb O.C. 4•
ii I
F�_ EXI5TIW_-y5TUr? FRAMING
TO REMAIN
i r
JL EJP. 5• SOFFIT AND EXISTING 2x P400D
BULKHEAD
BLOCKING TO REMAIN -OCKIW_
E.IT.S.SOFFIT AINID 515" EXT, GYPSUM
BULKHEAD. It -to I/2''' BOARD SHEATHING If 5/8" TYPE Ox" Grp. BID.
4" 20 GA. METAL
EXISTING c-TEFL BEAM STUDS TREATED HOOD SHIM
TO REMAIN STS e 16" O.. t
ALVM
INUMSTOREFRONT
SYSTEM
2 3,Ib*
FACE BRICK ON COLOIN
(BEYOND)
BRICK SOLDIER
COURSE (BEYOND)
BRICK SOLDIER
F- 4' GONG. 51M
COURSE (BEYOND)
Pq/ 6Xb V+NIF OVER
4' GRANULAR FILL.
TJ ERIC
5PLIT-FADED CONC. SLOPE 1/4* PER FOOT
BLOCK (BEYOND) (SEE CIVIL Vk*,S)
K
MIN.
SEALANT AND BACKER.
SPLIT -FADED CZ)INC. ROD - BOTH 510E-5
BLOCK (BEYOND)
TREATED HOOD SHIM
11/2" EXP. JT. MATERIAL
111 FIN. FLOOR
IRFFIN. FLOOR A-
9 EXISTING 40 REINF. CONC.
TO REMAIN
EXIST. GONG. . PIER AND 5LAB
FOOTING TO REMAIN
TJ FOOTING
_j
AA1.1. -SECTI OIL 1-
SCALE: 1/2" = 1'-0"
"o
No.
19 0124'
STATE OF
sl
4
Tt
W
aC
5TEEL AW7LE SUPP6*?T5
YTwi i7
IA. X
EXL__;,f ;N(5 RICYIP ;W��Aj
(SEE STRUCTLIRAL LY*�75.)
TO EE REMOVED
f
BUILT-UP E.I.F.5.
(5EE DETAIL 5/A4.1)
EXIST. 5TRUCT. STEEL
STEEL
2x vil_ �P WALKWAY
�T.
6" 20 6A. METAL 5j
TO REMAIN
16"
EXISTIN& 5TRUCTURAJ_
STEEL AND ROOF DECK
TO REMAIN
EX15TIW5 STUD FRAMING
TO REMAIN
E.I.F.S. SOFFIT AND
7_ EX15TIW-7 2x HOOD
BJ BULKHEAD
BULKHEAD
BLOCKING TO REMAIN
5/8" EXT. GYPSUM
5/8* TYPE "X" GYP 193D.
sv
13PARD 514FATHINO
,
TREATED WOOD SHIM
I'-to 1121:
�e
4" 20 GA. METAL
t.
5 TUD15 o lb" O.C.
2 cl/bm-
ALUMINUM STOREFRONT
SYSTEM
t4,
FACE BRICK ON COLUMN
(BEYOND)
BRICK 50LDIF-R
COURSE (13EY01,C)
BRICK SOLDIER
C,OUR5E (BEYOND)
4" CONC, 51DENALK
P4/ (bX& k4-F OVER MIN. \
1 2'- "
SPLIT-FACED COW,
4" GRANULAR FILL.
SLOPE 1/4" PER FOOT
I I
T
BY ")LLInN`f
I
ELOCK (BEYOND)
1
(SEE CIVIL DV465)
1
SEALANT AND BACKER
SPLIT -FACED GONG.
j ROD - BOTH 51DE5
BLOCK {BEYOND)
TREATED V400V SHIM
1/20 EXP. JT. MATERIAL
1001-0"
FIN. FLOOR
FIN. FLOIC
14 Al
EXISTING 4" REINF. ICONIC.
SLAB TO REMAIN
EXIST. ICONIC. PIER AND
FOOTING TO REMAIN
TJ FOOTING
^ALL 5ECTIOil
SCALE. 1/2" = P-01"
17E`7AIL
50ALE: I" = 1'-0"
FREFIN15HED METAL
COPING ON HOOD
5TI)D FRAMIN&
Ak 124'-2"
1V TJ PARAPET
P3UILT4P E.1 P 5. CAqICE
I" E.LF,5
5/8 " EXT, 6Y'PSUM
E30AF:P,V SHEATHING -'
6" 20 6A. METAL STUDS
AT I b " G.G. (TYP) -�
BUILT-UP E.1 F.5,
(SEE DETAIL 5/A4.1)
'Y BY BULKHEAD
PRIEFINISHED METAL COPING
(SLOPE 1/4" PER 1'-0*)
5/5' EXT. PLYWOOD
124'-2*
TJ PARAPET
WOOD 57UD
"04
T,
r-mto%m1rv-7 11 Tr-.j . . .
BUILT-UP E.I.F.5.
CORNICE
DRIP EDGE
10_Ir__ f
DRIP EDGE
I#-- - i
17 ETA I L
5rALE- 1 !'-0"
5IN6LE-PLY, ED.Pi-t
RUId MEMBRANE UP
BACK FACE AND
OVER TOP OF WALL
5/5" EXT. PLY1110400D
SHEATHIN6
SIMILAR
5/8" EXT, PLYWOOD SHEATHING
SINGLE -PLY E.D.P.M. ROOFING
5Y5TEM FULLY ADHERED
RUN HEtl3RANE UP BA(-K
FACE AND OVER TOP OF WALL
4" x 4" x 1/4' STEEL ANGLE
WELD TO EXIST. BEAM
EXISTING STRUCTURAL
I Ott TO STEEL MAIN AND RDoF oax,
RE
/-2x WOOD WALKWAY
b" 20 GA. METAL 5TUD
FRAMING e lb O.C. 4•
ii I
F�_ EXI5TIW_-y5TUr? FRAMING
TO REMAIN
i r
JL EJP. 5• SOFFIT AND EXISTING 2x P400D
BULKHEAD
BLOCKING TO REMAIN -OCKIW_
E.IT.S.SOFFIT AINID 515" EXT, GYPSUM
BULKHEAD. It -to I/2''' BOARD SHEATHING If 5/8" TYPE Ox" Grp. BID.
4" 20 GA. METAL
EXISTING c-TEFL BEAM STUDS TREATED HOOD SHIM
TO REMAIN STS e 16" O.. t
ALVM
INUMSTOREFRONT
SYSTEM
2 3,Ib*
FACE BRICK ON COLOIN
(BEYOND)
BRICK SOLDIER
COURSE (BEYOND)
BRICK SOLDIER
F- 4' GONG. 51M
COURSE (BEYOND)
Pq/ 6Xb V+NIF OVER
4' GRANULAR FILL.
TJ ERIC
5PLIT-FADED CONC. SLOPE 1/4* PER FOOT
BLOCK (BEYOND) (SEE CIVIL Vk*,S)
K
MIN.
SEALANT AND BACKER.
SPLIT -FADED CZ)INC. ROD - BOTH 510E-5
BLOCK (BEYOND)
TREATED HOOD SHIM
11/2" EXP. JT. MATERIAL
111 FIN. FLOOR
IRFFIN. FLOOR A-
9 EXISTING 40 REINF. CONC.
TO REMAIN
EXIST. GONG. . PIER AND 5LAB
FOOTING TO REMAIN
TJ FOOTING
_j
AA1.1. -SECTI OIL 1-
SCALE: 1/2" = 1'-0"
"o
No.
19 0124'
STATE OF
sl
4
Tt
W
aC
YTwi i7
IA. X
LJ t__
cf)
DRAWING REVIEW I=
2
4
BULDIING AGENCY 9~
tlAi;eLH 4-4 Icicl-I
CONSTRMTM BD//W
REV11110M
1 t 4
FILE VAlf - TW
PLOT Sc of DRAM I
- 11-11:10