HomeMy WebLinkAboutA000.2RELEASEO FOR CONSTRIlCTION � E N LARG E D F LOO R P LAN
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
CityofCarmel SCALE: 1/4" = 1'-0"
r
�un��\i lo•rvalM��'
DATE: 08�� 3�20
2 25.
6-0• I2
a.. 5. 8. �. $..
!
0
��ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"
47
105/8" � 4'-7 il2"
� 9 ]I8
tu I
, - -i
. "'�
e _ '• �
m m___-__ �r �
,
?+ J ,...1-..I
< m i� 1'-T
O
ioa
� 5,1915.F. �
10
9
25. 2�
3 il �
I A201 A301
1/4" II 10'-4 3/4" I 10'-0 3/4••
10'-0114" �
4 VT' iI
.�__________________26'-11 5/8"
A�
T�P EXTERIOR
�__-__-__-__-__-__-_ �
i T _
� �20'-0 VT'
�NEW
GROCERY
I zoa
48
\
�
� ���
19'-] il2" �
28_8
10'-0" 4'-21/4" 6"�
EXTERIOR �
27
GENERAL PLAN NOTES:
A. NOTIFVARCHITECTOFANVDIMENSIONALORPHYSICAL
DISCREPANCIES ON �RAW WGS RELATNE TO CONDITIONS IN THE
FIELD. RE�UESTCLARIFICATIONFROMARCHITECTPRIORTO
PROCEEDING WITH WORK M THE AFFECTED AREA.
B. CONTRACTOR SHALL PROVIDE PHVSICAL SAMPLES AND SHOP
DRAWINGS FOR ALL NEW $TRUCTURAL AN� EXTERIORIINTERIOR
FINISH MATERIALS TO ARCHITECT FOR REVIEWIAPPROVAL PRIOR
TOORDERINGIFABRICATION AND INSTALLATION.
FLOOR PLAN NOTES: 0
1. STAW ED / SEALED CONCRETE FlNISH M EXPOSED FLOOR AREAS
IN NEW NEEOLER'$ GROCERV $PACE I$ TO BE PROVIOE� BY
GC IN THIS PROJECT SCOPE (LANDLORD SHELL/TENANT FINISH
WORK). FLOOR FlNISH WORK WILL NEED TO BE COORDINATED
WITH TENANT RNISH CONTRACTOR AND SEQUENCE OF TENANT
FINISH WORK. FLOOR FINISH WORK WILL NOT GOMMENCE UNTIL
ALL NEW SLAB CUTS FOR NEW UNDERSLAB UTILITIES ARE
COMPLETE COOROINATE WITH ARCHITECT FOR AREAS THAT
ARE TO RECEIVE STAIN I SEAL V5. AREAS THAT HAVE OTHER
�A FLOORCOVERINGS.
( 29 � 2. NO NEW FLOOR FINISH OR STAINED / SEALED CONCRETE IN
Y THIS FUTURE TENANT AREA FLOOR FlNISHES TO BE INSTALLED
AS PART OF FUTURE TENANT WORK.
i 3. NEW AUTOMATIC SLIDING DOOR PACKAGE AND SIDELITE I
TRANSOM WINDOW. SEE DOOR / WINDOW SCHEDULE.
4. NEWDARKBRONZEALUMINUMSTOREFRONTWINDOW. SEE
EXTERIOR ELEVATIONS, WINDOW SCHEDULE.
8�_� S EXISTING WINDOW FRAME TO REMAIN. REMOVE AND REPLACE
GLASS THAT HAS 1"MUNTINS WITH STANDARD CLEAR 1"
LOW-E GLASS IN EXISTING FRAME. REPAIR ANV DAMAGED
5•_g• 8� SECTIONS OF STOREFRONT. CAULKALL EXISTING WINDOW
PERIMETER.
' �p 6. NEW DARK BRONZE ALUMINUM STOREFRONT ENTRANCE AND
SIDELITE / TRANSOM WINDOWS. SEE DOOR I WINDOW
SCHEDULE.
7. NEWEXTERIORCOLUMNCONSTRUCTION:
-8" STEEL TUBE COLUMN - SEE STRUCTUR4L DWGS
-5/8" EXTERIOR GRADE PLVWOOD ATTACHED TO COLUMN
Q1 -BUILDING WR4P OVER EXTERIOR GRADE PLYWOOD
m _ -AIR SPACE I MASONRY WALL TIES
__ __8 _
-MODULAR FAGE BRICK TO BE PAINTED PER EXT ELEV NOTES
- P. 7 -TOTAL EXTERIOR DIMENSIONS FROM FINISH FACE TO FINISH
9 � FACE = 1'-7 SB".
� '�, �. -TVPICAL.
A3�A' �' NOTE:
m� �'�, -FORCOLUMNSAGAINSTBUILDING,PROVIDE2"SPACE
Q BETWEEN EXISTING EXTERIOR FACADE AND FACE OF NEW
�' �� STEEL WLUMN. PROVIDE METAL STUDS TO INFILL GAP AND
� �5 )
�� PROVIDE 1/2" EXPANSION MATERIAL BETWEEN NEW/
� EXISTING BRICK.
8. DASHED LINE HERE INDICATES EXTERIOR LINE OF EXISTING
0 FASCIA/OVERHANG.
9. �ASHED LINE HERE INDICATES NEW FASCIA I TERMINATION OF
R. q EXISTING OVERHANG AT NEW ENTRANCE FEATURE. SEE
� SECTIONS.
10. DASHED LINE HERE INDICATES OUTLINE OF NEW ENTRANGE
FEATURE ROOF OVERHANG ABOVE.
11. EXTERIOR SIDEWALK / SITE IMPROVEMENTS TO BE ISSUED IN
SEPARATEPACKAGEBYOTHERS.
12 NEWSTEELCOWMN-$EESTRUCTURALDRAWWGS.
13. NEW INTERIOR CONCRETE SLAB IN THIS AREATO FINISH FWSH
WITH EXISTWG / ADJACENT CONCRETE - SEE STRUCT DWGS.
14. NEW EXTERIOR WALL BUILDOUT:
-FOUNDATIONSPERSTRUCTURAL
-6" METAL STUO FRAMING AT i6" O.C. W/ BATT INSULATION
-5/8" PLVWOO� OR O56 EXTERIOR SHEATING
-BUILDING WRAP
AIR $PACE
-MODUL4R BRICK MASONRY - RUNNING BOND - PANT PER ELEVS
-5/ B" GYPSUM BOARD ON INTERIOR FACE OF STUDS
-PROVIOE 2X W000 BLOCKING AROUNO PERIMETER OF NEW
ENTRANCE
15. EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN.
PREP AND PAIM EXTERIOR FACE OF EXISTWG BRICK - SEE
EXTERIOR ELEVATIONS.
i6. NEW EXTERIOR WALL BUILDOUTTO INFILL FORMER WINDOW
OPENINGS:
-fi" METAL STUD FRAMING AT 16" O.C. W/ BATT INSULATION
-5/8" PLVWOODOROSBEXTERIORSHEATING
-BUILDING WRAP
AIR SPACE
-MODULAR BRICK MASONRV - RUNNING BOND - PANT PER ELEVS
TOOTH IN MASONRY AT E%ISTING JAMBS - FINISH FLUSH W ITH
EXISTING ADJACENT MASONRY.
-5/8" GVPSUM BOARD ON INTERIOR FACE OF STUDS
FINISH FLUSH WITH ADJACENT EXISTING GVPSUM BOARD.
10'-0 1/4" 1'�5 1/2" '�
41/2" �9]IS" � 101I8'
______________ ______I�____:
II� II _-'_p_ _
-__-__-__-__-_ �__ _-__
3 I�� � �� ��,
13
49
1
A30� ,
5,_9,.
4'-11114" , , , 91/4••
� 2 � � I
A103 14
�••_•••s TVP
• ' I
�N _'-_ _-_-_ _ 11_ _-_-_ _-_-_- _ III 11_ _
�
� � 3 VJ AJ
A103
TVP
� �
-_ _-_ _ � _ _-_ _-_ _-""-""-_-_ _-_ _-_ _-_ _-_ _-_ _-_ _-_ _-_
I FUTURETENANT
�� ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"
�
�� � I� � �
�-__-__-_ -__�-_-_i-__-
I „ I I ,o
I 15 I
Q9
�-"-1-" ""�""�""-"
11. NEW EXTERIOR WALL BUILDOUT TO WFlLL FORMER WINDOW
�� OPENINGS:
-6" METAL STUD FRAMING AT i6" O.C. W/ BATT INSULATION
���% -5/8"PLVWOODOROSBEXTERIORSHEATING
/
-BUILDING WRAP
� m
a
Y
- - � -AIR SPACE
P -MODUL4RBRICKMASONRV-RUNNWGBOND-PANTPERELEVS
TOOTH IN MASONRV AT EXISTING JAMBS - FlNISH FWSH WITH
EXISTING ADJACENT MASONRV.
-5/8" GVPSUM BOARD ON INTERIOR FACE OF STUDS
FlNISH RUSH WITH ADJACENT EXISTING GYPSUM BOARD.
-� 18. 8"X8" STEEL TUBE GOLUMN - SEE STRUCTURAL DRAWINGS.
Q 19. 5l8"EXTERIORGRADEOSBORPLVWOODSHEATHINGATTACHED
TO STEEL COLUMN.
_ �\ 20. CONTINUOU$ BUILDING WRAP OVER SHEATHING.
R 1 21. MASONRY WALLTIES.
� 22. AIRSPACE.
23. MODULAR FACE BRICK TO BE PAINTED PER EXT ELEV NOTES.
24. il2" EXPANSION MATERIAL BETWEEN NEW AN� EXISTING BRICK
o �_� MASONRY.
25. 3 Sl8" METAL STUD FRAMING AT SPACE BETWEEN STEEL COLUMN
� AND EXISTING MASONRV.
�__-_�__-__-__�
� m
EXTERIOR
w
�
�
�
U
W
�
_
UN
I..L
�
�
uJ
CONSTRUCT�orvooCumervTS
�°ia.i"ssc(�a i "�° i�va�re°�'mae
��s: e 'a"ms.
�oa*eisweo�. s�a.zoao
Evi6i0N6iS5UEP
ARCHITECTI
LANDSCAPE ARCHITECT:
SITE ARCHITECTURE
PROJECTCONTACT�.
�RA�SMITH,RA LCC�AP
13144 EAST iB6TH STREET
Nos�[sviu[. w. asoso
PH�. 3P3]6.BD0
bMHIL �20LAstlearclitlaclu� mm
STRUGTURALENGWEER:
STROCTORAL OESIGN, INC.
aaodmi caNinci�.
CHARLESP SCHAEFER. P.E.
�n� w us sz swTe e
NEW PALESTINE M.46163
PH'.3P_061 ]930
EJNAIL cscM1aeler@s�mtltlesign com
MEP ENGINEER:
THE ENGINEERING
COLLAB00.ATIVE
PROJECT CONTACT�.
SAMHURT,RE.
zaio ExECurrvE oarvE suirE ioa
INDIANAPOLIS W.4624�
PH139_636904t
EJNAIC sem@�eomep wm
N
wC
C
W
�
Q �
NaL
Q � r
J�w
aZ�
Q
� � H.^ o,A
W W
� t � Z
��y J
O�aw
� ~ N �
mW�c�
ENLARGEDFLOOR
PLANS
A102
2019-031