HomeMy WebLinkAboutA000.313 14
2
A2�
-0 1 10
1'-23/4'•-� 1•0•• �
4 2 15 16 16.1 � 17
� �A303
�OPP{
g-p• g 5�_g. HAND
� � 15-0 5/8'. ''
'IB" I
�6'-4 V8" 1'-0" 4'-11114" 3'-111/4" -
�'I I 9 ]IS" �,
T_ _ �: `�� __-__-_r__-__-__-_
TVP�AIOS � , ,,
C �. 1'-0 6/8� i I 6'S 1/8" h' ] 6/B" ] ' _ �
� 11
EXTERIOR '`•••••••••••••"• � � �
TYP-... _ m
A103� ..'6/ ...� •,i ts I 10 e.
m
• ' .
� , n
3 : �
� 15 � - � � �
� _--- �-------------
5�1�
CLASSIC SPIRITS
noo
v
e
2-0• 15
6 II
noo
� I
O 11
F I
I 10
6 I EXTERIOR
- 15 II
1'I;3]/8"4'-13/8" 1'-]I�5/8"
4'-1 3/8' '�, `
�/8" ��-B ]/8"
RELEA5E0 FOR CONSTRIlCTION\
Su6jec��ocompliancewithallregula�ions � �
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
ENLARGED FLOOR PLAN
SCALE: 1/4" = 1'-0"
OPP.
HAND
�
\
�� OPP.
A301 HAND
\��I ,
�3
� _v sra••
TYPICAL PLAN DETAIL
SCALE: 1-1/2" = 1'-0"
1'4 5/8'
TYPICAL PLAN DETAIL
SCALE: 1-1/2" = 1'-0"
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 $TRUCTURAL AN� EXTERIORIINTERIOR
FINISH MATERIALS TO ARCHITECT FOR REVIEWIAPPROVAL PRIOR
TOORDERINGIFABRICATION AND INSTALLATION.
FLOOR PLAN NOTES: L
1. STAW ED / SEALED CONCRETE FlNISH M EXPOSED FLOOR AREAS
IN NEW NEEOLER'$ 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
FLOOR COVERINGS.
2. NO NEW FLOOR FINISH OR STAINED / SEALED CONCRETE IN
THIS FUTURE TENANT AREA FLOOR FlNISHES TO BE INSTALLED
AS PART OF FUTURE TENANT WORK.
3. NEW AUTOMATIC SLIDING DOOR PACKAGE AND SIDELITE I
TRANSOM WINDOW. SEE DOOR / WINDOW SCHEDULE.
4. NEWDARKBRONZEALUMINUMSTOREFRONTWINDOW. SEE
EXTERIOR ELEVATIONS, WINDOW SCHEDULE.
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
SECTIONS OF STOREFRONT. CAULKALL EXISTING WINDOW
PERIMETER.
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
-BUILDING WR4P OVER EXTERIOR GRADE PLYWOOD
-AIR SPACE I MASONRY WALL TIES
-MODULAR FAGE BRICK TO BE PAINTED PER EXT ELEV NOTES
-TOTAL EXTERIOR DIMENSIONS FROM FINISH FACE TO FINISH
FiiciE = r-� $i8°.
TVPICAL.
NOTE:
-FOR COLUMNS AGAINST BUILDING, PROVIDE 2" SPACE
BETWEEN EXISTING EXTERIOR FACADE AND FACE OF NEW
STEEL WLUMN. PROVIDE METAL STUDS TO INFILL GAP AND
PROVIDE 1/2" EXPANSION MATERIAL BETWEEN NEW/
EXISTING BRICK.
8. DASHED LINE HERE INDICATES EXTERIOR LINE OF EXISTING
FASCIA / OVERHANG.
9. �ASHED LINE HERE INDICATES NEW FASCIA I TERMINATION OF
EXISTING OVERHANG AT NEW ENTRANCE FEATURE. SEE
SECTIONS.
10. DASHED LINE HERE INDICATES OUTLINE OF NEW ENTRANGE
FEATURE ROOF OVERHANG ABOVE.
11. EXTERIOR SIDEWALK / SITE IMPROVEMENTS TO BE ISSUED IN
SEPARATEPACKAGEBYOTHERS.
12 NEWSTEELCOWMN-$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 16" O.C. W/ BATT INSULATION
-5/8" PLVWOO� OR O56 EXTERIOR SHEATING
-BUILDING WRAP
AIR $PACE
-MODUL4R BRICK MASONRY - RUNNING BOND - PANT PER ELEVS
-5/ B" GYPSUM BOARD ON INTERIOR FACE OF STUDS
-PROVIOE 2X W000 BLOCKING AROUNO PERIMETER OF NEW
ENTRANCE
15. EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN.
PREP AND PAIM EXTERIOR FACE OF EXISTWG BRICK - SEE
EXTERIOR ELEVATIONS.
i6. NEW EXTERIOR WALL BUILDOUTTO INFILL FORMER WINDOW
OPENINGS:
-fi" METAL STUD FRAMING AT 16" O.C. W/ BATT INSULATION
-5/8" PLVWOODOROSBEXTERIORSHEATING
-BUILDING WRAP
AIR SPACE
-MODULAR BRICK MASONRV - RUNNING BOND - PANT PER ELEVS
TOOTH IN MASONRY AT E%ISTING JAMBS - FINISH FLUSH W ITH
EXISTING ADJACENT MASONRY.
-5/8" GVPSUM BOARD ON INTERIOR FACE OF STUDS
FINISH FLUSH WITH ADJACENT EXISTING GVPSUM BOARD.
1]. NEW EXTERIOR WALL BUILDOUT TO WFlLL FORMER WINDOW
OPENINGS:
-6" METAL STUD FRAMING AT 16" O.C. W/ BATT INSULATION
-5/8" PLVWOODOROSBEXTERIORSHEATING
-BUILDING WRAP
-AIR SPACE
-MODUL4R BRICK MASONRV - RUNNING BOND - PANT PER ELEVS
TOOTH IN MASONRV AT EXISTING JAMBS - FlNISH FWSH WITH
EXISTING ADJACENT MASONRV.
-5/8" GVPSUM BOARD ON INTERIOR FACE OF STUDS
FlNISH RUSH WITH ADJACENT EXISTING GYPSUM BOARD.
18. 8"X8" STEEL TUBE GOLUMN - SEE STRUCTURAL DRAWINGS.
19. 5l8" EXTERIOR GRADE OSB OR PLVWOOD SHEATHING ATTACHED
TO STEEL COLUMN.
20. CONTINUOU$ BUILDING WRAP OVER SHEATHING.
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
MASONRY.
25. 3 Sl8" METAL STUD FRAMING AT SPACE BETWEEN STEEL COLUMN
AND EXISTING MASONRV.
w
�
�
�
U
W
�
_
UN
I..L
�
W
�
vi
CONSTRUCT�orvooCumervTS
�°ia.i"ssc(�a i "�° i�va�re°�'mae
��s: e 'a"ms.
�oa*eisweo�. e�a.zoao
Evi6i0N6iS5UEP
ARCHITECTI
LANDSCAPE ARCHITECT:
SITE ARCHITECTURE
PROJECTCONTACT�.
oano sMiTH, an I ��m na
13144 EAST iB6TH STREET
NOBLCSVILLC W.O6060
PH�. 3P3]6.BD0
bMHIL �20LAstlearclitlaclu� mm
STRUGTURALENGWEER:
STROCTORAL OESIGN, INC.
aaodmr caNrncr�.
CHARLES P. SCHAEFER. P.E.
�n� w us sz swTe e
NEW PALESTIiJE M.46163
PH'.3P_0ti1 ]930
EJNAIL cscM1aeler@s�mtltlesign com
MEP ENGINEER:
THE ENGINEERING
COLLAB00.ATIVE
PROJECT CONTACT�.
SAMHURT,RE.
zaio ExECunvE oarvE suirE ioa
INDIANAPOLIS, W.4624�
PH'39_636904t
EJNAIL sem@�eomep wm
Z
C
/
Q �
NaL
Q � r
J�w
aZ�
Q
� � H o
� �
� + � Z
��y J
O�aW
� ~ N �
mW�c�
ENLARGEDFLOOR
PLAN + pLAN DETAILS
A103
2019-031
DATE: 08�� 3�20