HomeMy WebLinkAboutStamped Approved Plans00 - GENERAL NOTES - 11.18.2019GENERAL NOTES
1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.
2. THIS DOCUMENT IS INTENDED TO SHAPE THE DESIGN-BUILD CONTRACT BETWEEN OWNER AND MEYER NAJEM.
THE INVOLVEMENT OF THE DESIGNER IS LIMITED DURING THE CONSTRUCTION PHASE TO OBSERVATION ONLY.
THESE DRAWINGS ARE NOT A SET OF CONSTRUCTION DRAWINGS BUT ARE INTENDED TO PROVIDE GUIDANCE ON
CONCEPTUAL SHAPE OF SPACE.
3. THE RITZ CHARLES IS AN OPERATING BUSINESS. CONTRACTOR TO TAKE CARE TO MANAGE A CLEAN CONSTRUCTION
SITE AND WORK AROUND EXISTING EVENTS. AN EVENT CALENDAR WILL BE PROVIDED BY OWNER.
4. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH APPLICABLE LAWS, CODES, REGULATIONS, AND LOCAL,
COUNTY, STATE ORDINANCES.
5. CONTRACTOR TO OBTAIN ALL PERMITS AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION OF THIS
PROJECT.
6. FOLLOW ALL CITY OF CARMEL TECHNICAL STANDARDS AND STANDARD DRAWINGS AS DEFINED BY THE CITY OF
CARMEL ENGINEER. INCLUDING BUT NOT LIMITED TO DRIVES, CURBS, WALKS, ETC.
7. CONTRACTOR TO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION, TESTING
AND FINAL ACCEPTANCE OF NEW STORM MANAGEMENT.
8. PATCH AND REPAIR EXISTING PAVEMENT AS NEEDED DUE TO CONSTRUCTION ACTIVITY ON SITE, INCLUDING
ELECTRICAL CONDUIT AND STORM SEWER CONNECTIONS.
9. PROTECT AND MAINTAIN NEWLY INSTALLED WORK UNTIL COMPLETION OF THE PROJECT.
10. FINISH ALL CONCRETE WITH BROOM FINISH. ACID WASH PAVEMENT AFTER CURED TO BETTER MATCH EXISTING
CONCRETE COLOR. SAWCUT JOINTS 1
4" DEPTH WITH BEVELED EDGE, TO BE PLACED EQUALLY BASED ON THE
PROPORTION OF THE SIDEWALK. PLACE EXPANSION JOINTS WHERE NEEDED.
11. PROVIDE ELECTRICAL POWER TO BOTH COURTYARDS. PLACE 8 EXTERIOR FREESTANDING OUTLETS PER
COURTYARD. LOCATION AND FIXTURE TO BE CONFIRMED WITH DESIGNER/OWNER.
12. WEST FIBERGLASS FAUX BRICK WALL APPEARS TO BE FAILING. CONTRACTOR TO PROVIDE AN ALTERNATE PRICE TO
REPAIR AND PAINT THE WALL. COLOR TO MATCH THE REST OF THE FACADE.
13. CALL 811 TO LOCATE UTILITIES PRIOR TO COMMENCEMENT OF WORK.
14. MEASUREMENTS PROVIDED IN THIS DOCUMENT ARE APPROXIMATE AND BASE WAS CREATED FROM GIS
INFORMATION. CONTRACTOR TO CONFIRM IN FIELD ACCURATE MEASUREMENTS.
15. "DESIGNER" IS INNOVATIVE PLANNING. "CONTRACTOR" IS MEYER NAJEM. "OWNER" IS RITZ CHARLES.
16. PROTECT ANY AND ALL UNDERGROUND UTILITIES DISCOVERED DURING REMOVALS.
17. DEMO - REMOVALS TO INCLUDE BUT NOT LIMITED TO: SOUTH ILLINOIS ENTRANCE ISLAND, SIGN @ ENTRANCE (TO
BE RELOCATED (SEE SITE PLAN) INCLUDING CONCRETE FOUNDATION, EXISTING TREES AND SHRUBS IN PARKING
LOT ISLANDS AFFECTED, TREES AND SHRUBS ALONG SOUTH SIDE OF FACADE, REMOVE AND DEMOLISH LIGHT
POLE FIXTURE LOCATED IN NEW DROP-OFF PLAZA.
18. PAVING AND DRAINAGE: CONTRACTOR TO SLOPE PAVEMENT AWAY FROM BUILDING AT A MINIMUM OF 1.5%.
MAXIMUM CROSS SLOPES FOR PAVEMENT TO NOT EXCEED 2%. ALL PAVEMENT DIRECTIONAL SLOPE NOT TO EXCEED
5%.
19. RE-STRIPE PARKING LOT IN ALL DISTURBED AREAS.
20. SMOOTHLY ADJUST GRADES AT DROP-OFF PLAZA TO BE FLUSH WITH PEDESTRIAN WALK ADJACENT TO
COURTYARD.
21. PAVEMENT EDGE AT BUILDING TO MATCH NEW AND EXISTING DOOR ELEVATIONS. ENSURE THRESHOLD ELEVATION
MAINTAINS OVER TIME. CONNECT EXISTING STORM DRAIN TO STORM DRAIN IN ASPHALT DRIVE, NORTH OF
BUILDING WITH 6" PVC PIPE, GRADED FOR HEAVY TRAFFIC OVERHEAD. SEE CARMEL STANDARDS FOR CROSS
SECTION DETAIL. SLOPE PAVEMENT AWAY FROM BUILDING AT 1% CROSS SLOPE.
22. AT DECOMPOSED GRANITE PAVEMENT AREAS, PITCH GRADE TOWARDS LANDSCAPE BED, MINIMUM 1.5% SLOPE.
FINISH PAVEMENT SHALL HAVE NO SPONGY AREAS OR DEPRESSIONS.
23. INSTALL A 4" PERFORATED UNDER DRAIN GRID SYSTEM EVERY 12" O.C. UNDER DECOMPOSED GRANITE PAVEMENT.
CONNECT TO NEW 6" PVC PIPE UNDER CONCRETE DRIVE.
24. CONNECT ALL PROPOSED CONCRETE PAVEMENT WALKS TO EXISTING CONCRETE PAVEMENT TO ENSURE TO TRIP
STEP OVER TIME.
25. 8' TALL SCREEN TO BE CONSTRUCTED OF FIBER CEMENT BOARD PRODUCT. PAINT COLOR TO BE CONFIRMED WITH
DESIGNER/OWNER.
26. VEHICULAR AND PEDESTRIAN SWING GATES TO BE CONSTRUCTED WITH ANCHOR-BOLT LOCKS SET IN CONCRETE.
27. PLANTING AREAS: ENSURE POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS.
28. DO NOT IRRIGATE PARKING LOT ISLANDS; PROVIDE WATERING DURING ESTABLISHMENT.
29. INSTALL TEN (10) S.S. TENT ANCHORS IN EACH COURTYARD. COORDINATE FINAL LOCATION WITH DESIGNER/OWNER.
30. CONTRACTOR RESPONSIBLE FOR LAYING OUT POINTS AND ELEVATIONS OF THE OVERALL DESIGN, CONFIRM LAYOUT
WITH OWNER/DESIGNER.
31. CONTRACTOR TO PROVIDE A PHOTOMETRIC MAP WITH ALL LIGHTS TO VERIFY COVERAGE.
32. OFCI = OWNER FURNISHED, CONTRACTOR INSTALLED
33. OFOI = OWNER FURNISHED, OWNER INSTALLED
PRECEDENT IMAGE - PAINT FINISH LIME WASH PRECEDENT IMAGE - 8' TALL SCREEN FENCE AND GATES
PRECEDENT IMAGE: DECOMPOSED GRANITE PAVEMENT WITH TREES (CU SOIL)
LIST OF ALTERNATES
1. ALTERNATE 01: REPAIR AND PAINT WEST FIBERGLASS FAUX BRICK WALL.
COLOR TO MATCH REST OF FACADE.
2. ALTERNATE 02: PAVERS INSTEAD OF CONCRETE @ DROP-OFF.
3. ALTERNATE O3: FACADE- PROVIDE BID TO INCLUDE ALL FIBER CEMENT
TRIMWORK & COLUMNS ON EXTERIOR. BASE BID CONDITON = PAINTED
BRICK FACADE WITH WINDOWS AND DOORS.
4. ALTERNATE 04: FACADE - PROVIDE SLIDING DOORS INSTEAD OF FOLDING
GLASS WALL.
5. ALTERNATE 05: PROVIDE COST TO PAINT CHAPEL TRIM AND FACADE.
11/16/2023
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0 20'
N
KEYNOTES - SITE
1. REINSTALL SOUTH ILLINOIS ENTRANCE SIGN IN NEW
LANDSCAPE ISLAND. ADJUST ELECTRICAL AND LIGHTING
AS NEEDED TO ADEQUATELY LIGHT THE SIGN.
2. FEATURE SIGN - OFCI - PROVIDE ELECTRICAL HOOKUP
AND CONCRETE BASE
3. NOT USED
4. STANDARD 6" STEEL PIPE CONCRETE-FILLED BOLLARD,
PAINTED YELLOW WITH DOME TOP. PROVIDE SIX (6) AT
CORNER BED OF SCREEN WALL. PLACE 4' OFF WALL.
5. CUSTOM BOLLARD/FENCE - OFCI - PROVIDE ELECTRICAL
HOOKUP AND CONCRETE BASE
6. 8' TALL CUSTOM FENCE (SEE PRECEDENT IMAGE)
7. 8' TALL VEHICULAR GATE TO MATCH CUSTOM FENCE
8. 8' TALL PEDESTRIAN GATE TO MATCH CUSTOM FENCE
9. CUSTOM PEDESTRIAN LIGHT POLE - OFCI - PROVIDE
ELECTRICAL HOOKUP AND CONCRETE FOUNDATION.
10. FESTIVAL LIGHTS - OFCI - PROVIDE ELECTRICAL HOOKUP
AND INSTALLATION OF FIXTURE.
11. CU SOIL LIMITS; 24" DEPTH (OFCI) (SEE ENLARGEMENTS)
12. HEAVY DUTY CONCRETE PAVEMENT LIMITS (SEE
ENLARGEMENTS)
13. LAYOUT OF LARGEST TENT CONFIGURATION
14. DROP OFF PLAZA SEAT WALL - 24" HT. MATERIAL AND
CHARACTER TO MATCH SCREEN WALL, FACE BOTH SIDES
OF POSTS (EAST AND WEST); PROVIDE A 10' SEAT LEDGE
24'-8" 01 - OVERALL SITE PLAN - 11.18.2019WORK LIMITS WORK LIMITS WORK LIMITS WORK LIMITS WORK LIMITSWORK LIMITSWORK LIMITS WORK LIMITSWORK LIMITS WORK LIMITSWORK LIMITS WORK LIMITSWORK LIMITS
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01
EXISTING LIGHT FIXTURE
TO REMAIN
04
06 - COVERS THE
FACADE OF THE WALL
THAT HIDES DUMPSTER
06
07
11'-8"
EX. PAVEMENT TO REMAIN -
SAWCUT AND REMOVE PORTION
OF SIDEWALK TO ALLOW ROOM
FOR INSTALLATION OF PLANTING
BED/TREES
PAVER PROFILE 01
PAVER PROFILE 02
PROVIDE CURBS TO MATCH EX.
AROUND ALL NEW PARKING LOT
ISLANDS, TYPICAL
PROVIDE CURBS TO MATCH EX. AROUND ALL NEW PARKING LOT ISLANDS
DIAGRAM SHOWING FULL DEPTH ASPHALT, CONCETE AND CURB REMOVALDIAGRAM SHOWING TREE ANDSHRUB REMOVAL
PROVIDE FULL DEPTH
ASPHALT WHERE ISLAND
WAS REMOVED
SEE 02 - ENLARGED PLAN - NORTH PLAZA
SEE 03 -
ENLARGED PLAN
- SOUTH PLAZA
: SEEDED LAWN - OSOI (OWNER SUPPLIED AND INSTALLED) - IRRIGATION SYSTEM
EXTENDED BY LANDSCAPER WHO IS DIRECT TO OWNER
: PLANTING AREA - CONTRACTOR TO EXCAVATE PLANTING PITS 14" DEPTH - TOPSOIL,
MULCH AND PLANTS OSOI (OWNER SUPPLIED AND INSTALLED) - IRRIGATION SYSTEM
EXTENDED BY LANDSCAPER WHO IS DIRECT TO OWNER
: BASE BID - CONCRETE
PROVIDE ALTERNATE BID: PAVER COLOR A (OFCI) - CONTRACTOR TO LAYOUT POINTS AND
ELEVATIONS, EXCAVATE, PROVIDE CONCRETE CURBS AND SLAB BASE INCLUDING WEEP HOLES
EVERY 24" O.C.; PAVER INSTALLER (DIRECT TO OWNER) TO INSTALL BITUMINOUS SETTING BED,
CLAY PAVERS AND METAL EDGING
: BASE BID - CONCRETE
PROVIDE ALTERNATE BID: PAVER COLOR B (OFCI) - CONTRACTOR TO LAYOUT POINTS AND ELEVATIONS,
EXCAVATE, PROVIDE CONCRETE CURBS AND SLAB BASE INCLUDING WEEP HOLES EVERY 24" O.C.;
PAVER INSTALLER (DIRECT TO OWNER) TO INSTALL BITUMINOUS SETTING BED, CLAY PAVERS AND
METAL EDGING
: DECOMPOSED GRANITE PAVEMENT : CONTRACTOR TO EXCAVATE AND PROVIDE A
COMPACTED 10" DEPTH GRAVEL BASE; 4" DEPTH STABILIZED DECOMPOSED GRANITE (DG
SUPPIED BY OWNER; BASE MATERIAL SUPPLIED BY CONTRACTOR). CONTRACTOR TO
INSTALL DG PROVIDED BY OWNER.
: CONCRETE PAVEMENT - 4" DEPTH (EXCEPT FOR WHERE HEAVY DUTY PAVEMENT IS
CALLED OUT FOR VEHICULAR USE AREAS.
12/9/2019 Daren Mindham 11/16/2023
0 8'-0"NHATCH LEGEND
WORK LIMITSWORK LIMITS WORK LIMITS WORK LIMITS WORK LIMITSWORK LIMITS WORK LIMITS WORK LIMITSWORK LIMITS
02 - PLAN ENLARGEMENT - NORTH PLAZA - 11.18.2019 02
02
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05
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05
05
05
05
05
05
05
05
05
05
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07 07
07
12
13
11
10
10 10 10
09 09 09 09
09
09
09
09
09
09
09
09
10
11
11
INSTALL 4" FLUSH
CONCRETE CURB
WHERE DG
PAVEMENT ADJOINS
PLANTING AREAS.
11
12
14
KEYNOTES - SITE
1. REINSTALL SOUTH ILLINOIS ENTRANCE SIGN IN NEW
LANDSCAPE ISLAND. ADJUST ELECTRICAL AND LIGHTING
AS NEEDED TO ADEQUATELY LIGHT THE SIGN.
2. FEATURE SIGN - OFCI - PROVIDE ELECTRICAL HOOKUP
AND CONCRETE BASE
3. NOT USED
4. STANDARD 6" STEEL PIPE CONCRETE-FILLED BOLLARD,
PAINTED YELLOW WITH DOME TOP. PROVIDE SIX (6) AT
CORNER BED OF SCREEN WALL. PLACE 4' OFF WALL.
5. CUSTOM BOLLARD/FENCE - OFCI - PROVIDE ELECTRICAL
HOOKUP AND CONCRETE BASE
6. 8' TALL CUSTOM FENCE (SEE PRECEDENT IMAGE)
7. 8' TALL VEHICULAR GATE TO MATCH CUSTOM FENCE
8. 8' TALL PEDESTRIAN GATE TO MATCH CUSTOM FENCE
9. CUSTOM PEDESTRIAN LIGHT POLE - OFCI - PROVIDE
ELECTRICAL HOOKUP AND CONCRETE FOUNDATION.
10. FESTIVAL LIGHTS - OFCI - PROVIDE ELECTRICAL HOOKUP
AND INSTALLATION OF FIXTURE.
11. CU SOIL LIMITS; 24" DEPTH (OFCI) (SEE ENLARGEMENTS)
12. HEAVY DUTY CONCRETE PAVEMENT LIMITS (SEE
ENLARGEMENTS)
13. LAYOUT OF LARGEST TENT CONFIGURATION
14. DROP OFF PLAZA SEAT WALL - 24" HT. MATERIAL AND
CHARACTER TO MATCH SCREEN WALL, FACE BOTH SIDES
OF POSTS (EAST AND WEST); PROVIDE A 10' SEAT LEDGE
: SEEDED LAWN - OSOI (OWNER SUPPLIED AND INSTALLED) - IRRIGATION SYSTEM
EXTENDED BY LANDSCAPER WHO IS DIRECT TO OWNER
: PLANTING AREA - CONTRACTOR TO EXCAVATE PLANTING PITS 14" DEPTH - TOPSOIL,
MULCH AND PLANTS OSOI (OWNER SUPPLIED AND INSTALLED) - IRRIGATION SYSTEM
EXTENDED BY LANDSCAPER WHO IS DIRECT TO OWNER
: BASE BID - CONCRETE
PROVIDE ALTERNATE BID: PAVER COLOR A (OFCI) - CONTRACTOR TO LAYOUT POINTS AND
ELEVATIONS, EXCAVATE, PROVIDE CONCRETE CURBS AND SLAB BASE INCLUDING WEEP HOLES
EVERY 24" O.C.; PAVER INSTALLER (DIRECT TO OWNER) TO INSTALL BITUMINOUS SETTING BED,
CLAY PAVERS AND METAL EDGING
: BASE BID - CONCRETE
PROVIDE ALTERNATE BID: PAVER COLOR B (OFCI) - CONTRACTOR TO LAYOUT POINTS AND ELEVATIONS,
EXCAVATE, PROVIDE CONCRETE CURBS AND SLAB BASE INCLUDING WEEP HOLES EVERY 24" O.C.;
PAVER INSTALLER (DIRECT TO OWNER) TO INSTALL BITUMINOUS SETTING BED, CLAY PAVERS AND
METAL EDGING
: DECOMPOSED GRANITE PAVEMENT : CONTRACTOR TO EXCAVATE AND PROVIDE A
COMPACTED 10" DEPTH GRAVEL BASE; 4" DEPTH STABILIZED DECOMPOSED GRANITE (DG
SUPPIED BY OWNER; BASE MATERIAL SUPPLIED BY CONTRACTOR). CONTRACTOR TO
INSTALL DG PROVIDED BY OWNER.
: CONCRETE PAVEMENT - 4" DEPTH (EXCEPT FOR WHERE HEAVY DUTY PAVEMENT IS
CALLED OUT FOR VEHICULAR USE AREAS.
12/9/2019 Daren Mindham
11/16/2023
03 -PLAN ENLARGEMENT - SOUTH PLAZA - 11.18.2019 CHAPEL 0 8'-0"NHATCH LEGEND
INSTALL NEW CONCRETE CURB
TO MATCH EXISTING CURB; TIE
INTO EXISTING CURB
08
07
09 (QTY.12)
09 (QTY.12)
11
13
4" WIDE FLUSH
CONCRETE CURB
WHERE DG
ADJOINS PLANTING
AREAS + AROUND
LAWN
SPADE EDGE TYPICAL
EXISTING CONCRETE WALKKEYNOTES - SITE
1. REINSTALL SOUTH ILLINOIS ENTRANCE SIGN IN NEW
LANDSCAPE ISLAND. ADJUST ELECTRICAL AND LIGHTING
AS NEEDED TO ADEQUATELY LIGHT THE SIGN.
2. FEATURE SIGN - OFCI - PROVIDE ELECTRICAL HOOKUP
AND CONCRETE BASE
3. NOT USED
4. STANDARD 6" STEEL PIPE CONCRETE-FILLED BOLLARD,
PAINTED YELLOW WITH DOME TOP. PROVIDE SIX (6) AT
CORNER BED OF SCREEN WALL. PLACE 4' OFF WALL.
5. CUSTOM BOLLARD/FENCE - OFCI - PROVIDE ELECTRICAL
HOOKUP AND CONCRETE BASE
6. 8' TALL CUSTOM FENCE (SEE PRECEDENT IMAGE)
7. 8' TALL VEHICULAR GATE TO MATCH CUSTOM FENCE
8. 8' TALL PEDESTRIAN GATE TO MATCH CUSTOM FENCE
9. CUSTOM PEDESTRIAN LIGHT POLE - OFCI - PROVIDE
ELECTRICAL HOOKUP AND CONCRETE FOUNDATION.
10. FESTIVAL LIGHTS - OFCI - PROVIDE ELECTRICAL HOOKUP
AND INSTALLATION OF FIXTURE.
11. CU SOIL LIMITS; 24" DEPTH (OFCI) (SEE ENLARGEMENTS)
12. HEAVY DUTY CONCRETE PAVEMENT LIMITS (SEE
ENLARGEMENTS)
13. LAYOUT OF LARGEST TENT CONFIGURATION
14. DROP OFF PLAZA SEAT WALL - 24" HT. MATERIAL AND
CHARACTER TO MATCH SCREEN WALL, FACE BOTH SIDES
OF POSTS (EAST AND WEST); PROVIDE A 10' SEAT LEDGE
: SEEDED LAWN - OSOI (OWNER SUPPLIED AND INSTALLED) - IRRIGATION SYSTEM
EXTENDED BY LANDSCAPER WHO IS DIRECT TO OWNER
: PLANTING AREA - CONTRACTOR TO EXCAVATE PLANTING PITS 14" DEPTH - TOPSOIL,
MULCH AND PLANTS OSOI (OWNER SUPPLIED AND INSTALLED) - IRRIGATION SYSTEM
EXTENDED BY LANDSCAPER WHO IS DIRECT TO OWNER
: BASE BID - CONCRETE
PROVIDE ALTERNATE BID: PAVER COLOR A (OFCI) - CONTRACTOR TO LAYOUT POINTS AND
ELEVATIONS, EXCAVATE, PROVIDE CONCRETE CURBS AND SLAB BASE INCLUDING WEEP HOLES
EVERY 24" O.C.; PAVER INSTALLER (DIRECT TO OWNER) TO INSTALL BITUMINOUS SETTING BED,
CLAY PAVERS AND METAL EDGING
: BASE BID - CONCRETE
PROVIDE ALTERNATE BID: PAVER COLOR B (OFCI) - CONTRACTOR TO LAYOUT POINTS AND ELEVATIONS,
EXCAVATE, PROVIDE CONCRETE CURBS AND SLAB BASE INCLUDING WEEP HOLES EVERY 24" O.C.;
PAVER INSTALLER (DIRECT TO OWNER) TO INSTALL BITUMINOUS SETTING BED, CLAY PAVERS AND
METAL EDGING
: DECOMPOSED GRANITE PAVEMENT : CONTRACTOR TO EXCAVATE AND PROVIDE A
COMPACTED 10" DEPTH GRAVEL BASE; 4" DEPTH STABILIZED DECOMPOSED GRANITE (DG
SUPPIED BY OWNER; BASE MATERIAL SUPPLIED BY CONTRACTOR). CONTRACTOR TO
INSTALL DG PROVIDED BY OWNER.
: CONCRETE PAVEMENT - 4" DEPTH (EXCEPT FOR WHERE HEAVY DUTY PAVEMENT IS
CALLED OUT FOR VEHICULAR USE AREAS.
12/9/2019 Daren Mindham
11/16/2023
NORTH ELEVATION - PARTIAL
SCALE: 1
8" = 1'-0"
01
05 SOUTH ELEVATION - PARTIAL
SCALE: 1
8" = 1'-0"
NOTES APPLY TO ALL DRAWINGS ON THIS PAGE
A. ALTERNATE BID: EXTERIOR GRADE PANELED
NON-TAPERED SQUARE COLUMN, 2'-0" W x 12'-8" T
x ? D, TYP
B. ALTERNATE BID: EXTERIOR GRADE PANELED
NON-TAPERED SQUARE COLUMN 3'-6" W x 12'-8" T
x ? D, TYP.
C. ALTERNATE BID: EXTERIOR GRADE FIBER CEMENT
SIDING
D. ALTERNATE BID: EXTERIOR GRADE FIBER CEMENT
CASING
E. ALTERNATE BID: EXTERIOR GRADE FIBER CEMENT
CROWN MOLDING - IDEAL OVERALL HEIGHT OF
1'-6"; PROVIDE CUT SHEET OF MATERIAL FOR
VERIFICATION WITH DESIGNER/OWNER - EXTEND
MOLDING AROUND ALL BRICK FACADES OF THE
BUILDING.
F. ALTERNATE BID: EXTERIOR GRADE FIBER CEMENT
BASE MOLDING & BASE SHOE MOLDING -IDEAL
OVERALL HEIGHT OF 1'-6" ; PROVIDE CUT SHEET
OF MATERIAL FOR VERIFICATION WITH
DESIGNER/OWNER - EXTEND MOLDING AROUND
ALL BRICK FACADES OF THE BUILDING
G. WINDOW SIZE A - OFCI
H. WINDOW SIZE B - OFCI
I. NOT USED
J. PROPOSED BRICK FACADE TO MATCH SCALE OF
EXISTING BRICK FACADE, LIME WASH FINISH - SEE
PRECEDENT IMAGE;
K. EXISTING FACADE, INSPECT FOR REPAIRS AND
MAINTENANCE, BRING ANY CONCERNS TO THE
ATTENTION OF DESIGNER/CLIENT AND PROVIDE A
PROPOSAL FOR CHANGES/MAINTENANCE NEEDED;
LIME WASH FINISH - SEE PRECEDENT IMAGE.
L. LIGHT FIXTURE - VERIFY ALL LIGHT FIXTURE
LOCATIONS WITH DESIGNER PRIOR TO
INSTALLATION, OFCI; CONTRACTOR TO INSTALL
FIXTURE AND HOOKUP TO ELECTRICAL
M. BASE BID: CUSTOM FOLDING GLASS WALL
(NANA-WALL PRODUCT, OR SIMILAR) - SEE
ENLARGEMENT FOR DIMENSIONS - FACADE
ALTERNATE O2: PROVIDE SLIDING GLASS DOORS
INSTEAD OF FOLDING GLASS WALL.
A A A A A A A A A
A A A A A A A
B B B B
B
J
E
E
F F
E
E
K
LL L L L L L L L
F
E
E
L L L L L L L
J
C C
PAINT EXTERIOR TRIM & COLUMNS, PAINT
EXISTING CEILING OF PORTE COCHERE,
PAINT ALL FAUX BRICK WALLS. FINISH TO
MATCH THROUGHOUT. ONE COLOR FOR ALL
TRIM; LIME WASH FINISH ON ALL BRICK AND
FAUX BRICK FACADES - SEE PRECEDENT
IMAGE. PROVIDE 12' X 12' MOCK UP OF LIME
WASH FINISH
F
E
E
F F F F F F F F F F F F F
ALTERNATE O5: PROVIDE A COST TO PAINT
CHAPEL TRIM AND FACADE.
NOTE: INSTALL (1) EXTERIOR GRADE
ELECTRICAL OUTLET PER WINDOW
ASSEMBLY ON NORTH FACADE OF
BUILDING. WILL BE USED TO LIGHT
EXTERIOR TREES WITH CHRISTMAS
STRING LIGHTS. LOCATION TO BE
CONFIRMED WITH DESIGNER AND
OWNER.
02
WEST ELEVATION
SCALE: 1
8" = 1'-0"
AA A AB
E
E
F
J
K
L L L L
M
06 EAST ELEVATION - PARTIAL
SCALE: 1
8" = 1'-0"
A A A A A
E
E
FF
C
J
E
E
L L L
03 TYPICAL FOLDING GLASS WALL ENLARGEMENT(BASE BID CONDITION)
SCALE: 1
2 " = 1'-0"
TYPICAL WINDOW ASSEMBLY & FACADE IMPROVEMENTS
SCALE: 1
2 " = 1'-0"
04
PANELED NON-TAPERED
SQUARE COLUMN, PRECEDENT
04 - FACADE IMPROVEMENTS - 11.18.2019ALTERNATE 03: PROVIDE ALTERNATE BID TO
INCLUDE ALL FIBER CEMENT TRIMWORK
AND COLUMNS. BASE BID CONDITION TO BE
PAINTED BRICK FACADE WITH WINDOWS
AND DOOR.
ALTERNATE 04: PROVIDE SLIDING GLASS
DOORS INSTEAD OF FOLDING GLASS
WALL.
E
A A A
E
L L
CCC
F F F F
G G
H H
L L
A
D
CHOOSE MODEL THAT ALLOWS WEIGHTOF DOOR
ASSEMBLY TO BE SUPPORTED AT BASE
K
A
L
M B
DOORS AND WINDOWS ALL ONE UNIT - MULLIONS TO
MATCH ADJACENT WINDOW MULLIONS;. PROVIDE
INTERIOR WOOD GRILLE THE SAME LENGTH AND
DIMENSIONS AS THE ADJACENT WINDOW HEADERS AND
LOCATED AT THE SAME HEIGHT FROM THE FLOOR - TOP
OF FOLDING GLASS WALL TO MEET THE BOTTOM OF
PERIMETER COVE @ INTERIOR. SAME AS WINDOW
ASSEMBLIES.
11/16/2023
INTERIOR FLOORPLAN
SCALE: 1" = 10'-0"
01
- AREA NOT INCLUDED IN PROJECT-
N
-AREA NOT INCLUDED IN PROJECT-
-AREA NOT INCLUDED IN PROJECT-
- AREA NOT INCLUDED IN PROJECT-
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PROJECT LIMITPROJECT LIMIT PROJECT LIMITPROJECT LIMITPROJECT LIMIT04 - FACADE IMPROVEMENTS - 11.18.2019GENERAL INTERIOR NOTES:
1. CONTRACTOR TO REMOVE ALL WALL COVERING IN PROJECT SCOPE
AND PREPARE WALLS FOR EITHER PAINT OR NEW WALL COVERING
ACCORDING TO SPECIFICATIONS.
2. CONTRACTOR TO REMOVE EXISTING COMMERCIAL BASEBOARD
PRODUCT IN BALLROOM.
3. OWNER TO REMOVE CARPET AND INSTALL NEW CARPET.
4. CONTRACTOR TO REMOVE TRIM PIECES AND HARDWARE FROM ALL
BALLROOM DOORS ON SIDE THAT FACES THE HALLWAY/LOBBY.
RETAIN PUSH BAR ON BALLROOM SIDE. PREPARE BALLROOM DOOR
SURFACES TO RECEIVE WALL-COVERING.
5. OWNER TO REMOVE ALL FURNISHINGS, ART AND LIGHT FIXTURES
IN PROJECT SCOPE. CONTRACTOR TO REMOVE BUILT IN SEAT AND
UPHOLSTERED BACKBOARD IN LOBBY ALCOVE. PIANO TO REMAIN
AND BE PROTECTED DURING CONSTRUCTION. MAINTAIN CHAIN
FROM LOBBY CHANDELIER FOR USE ON REPLACEMENT
CHANDELIER, ALTHOUGH POSITION WILL BE ADJUSTED TO CENTER
OVER NEW SEATING ARRANGEMENT. REPAIR ALL WALLS WHERE
LIGHT FIXTURES ARE REMOVED AND PREPARE FOR WALL FINISHES.
6. CONTRACTOR TO REMOVE WATER FOUNTAIN.
7. CONTRACTOR TO REMOVE IDENTIFIED WALL SECTIONS. REPAIR
WALLS, ELECTRICAL AS NEEDED AND PREPARE FOR WALL
FINISHES. MAINTAIN INTEGRITY OF STRUCTURE.
8. NOT USED
9. LIGHT FIXTURES OFCI. CONTRACTOR TO RUN ELECTRICITY TO AND
INSTALL LIGHT FIXTURES PER LAYOUT. ALL FIXTURE LOCATIONS TO
BE VERIFIED BY DESIGNER/OWNER PRIOR TO INSTALLATION BY
CONTRACTOR. INCLUDE 2 HEIGHT ADJUSTMENTS ON CHANDELIERS.
10. CONTRACTOR TO PROVIDE DESIGNER/OWNER WITH PREFERRED
ENGINEERED WOOD TRIM PRODUCT (EXTERIOR AND INTERIOR) AND
DESIGNER WILL SELECT FROM AVAILABLE STANDARD OPTONS.
11. CONTRACTOR TO INSTALL NEW 18" TALL BASEBOARD THROUGHOUT
BALLROOM. PROVIDE ALTERNATE BID FOR 10" TALL BASEBOARD.
12. CONTRACTOR TO INSTALL 2' WIDE COLUMNS OPPOSITE ALL
EXTERIOR 2' COLUMNS. STYLE TO BE CHOSEN BY DESIGNER/OWNER
FROM STANDARD OPTIONS PROVIDED BY CONTRACTOR. COLUMNS
TO MATCH STYLE OF COLUMNS ON THE EXTERIOR OF THE BUILDING
AND ARE MEANT TO BE VISUALLY ALIGNED AND CONNECTED.
13. CONTRACTOR TO PROVIDE ONE ELECTRICAL OUTLET PER COLUMN -
QTY AND TYPE TO BE CONFIRMED WITH OWNER. SEE DIAGRAM FOR
IDEAL PLACEMENT IDENTIFIED IN RED) WHEN POSSIBLE ON THE
WEST FACE OF EACH COLUMN. COLOR OF COVER TO COORDINATE
WITH COLUMN PAINT COLOR. IF RELOCATING
SWITCHES/COVERS/ELECTRICAL COMPONENTS, CONTRACTOR WILL
TAKE CARE TO ALIGN COMPONENTS WHEN POSSIBLE AND
CONDENSE THEIR LOCATIONS SO THAT THESE ELEMENTS DON'T
BECOME A VISUAL DISTRACTION ON THE WALL ELEVATION.
ELECTRICAL NEEDS OF BANDS AND DJ TO BE TAKEN INTO
ACCOUNT AND PROVIDED FOR.
14. FOLDING GLASS WALLS WILL REQUIRE BLACK OUT CURTAINS;
CURTAINS ARE OFOI, CONCEALED CURTAIN BUILD OUT IS CFCI.
CONTRACTOR TO PROVIDE LOCATION TO CONCEAL CURTAIN BY
BUILDING OUT ADJACENT WALL FOR CURTAINS TO BE HIDDEN
WHEN NOT IN USE.
15. WALL COVERINGS OFCI. CONTRACTOR TO INSTALL NEW WALL
COVERINGS.
16. PAINT - CFCI,CONTRACTOR TO PAINT ALL TRIM, WALLS AND
CEILINGS (INCLUDING TRIM PIECES THAT ARE NOT CURRENTLY
PAINTED). COLOR AND SHEEN TO BE CHOSEN BY DESIGNER.
-AREA NOT INCLUDED IN PROJECT-
EXTEND TILE FLOOR (OFCI)
EXISTING FLOOR TO REMAIN - PROTECTEXISTING FLOOR TO REMAIN - PROTECT
HATCH INDICATES AREA FOR NEW CARPET (OFOI: OWNER FURNISHED AND INSTALLED)
DIAGRAM OF WALL SECTIONS FOR REMOVAL - RED
INDICATES WALLS TO BE REMOVED
LOBBY
DIAGRAM OF IDEAL PLACEMENT FOR ELECTRICAL OUTLETS (SEE RED)
WALL COVERING
WALL COVERING -
BOTH SIDES OF
FOLDING PARTITION
WALL
WALL COVERING -
BOTH SIDES OF
FOLDING PARTITION
WALL
WALL COVERING -
BOTH SIDES OF
FOLDING PARTITION
WALL
WALL COVERING -
BOTH SIDES OF
FOLDING PARTITION
WALL
WALL COVERING
WALL COVERING
WALL COVERING
WALL COVERING IN ALCOVE
KEYNOTES - INTERIOR
1. CHANDELIER LIGHT FIXTURE - LIGHTWEIGHT
2. PENDANT LIGHT FIXTURE
3. WALL SCONCE LIGHT FIXTURE
4. PICTURE LIGHT FIXTURE
01 (QTY.3)
01
01 (QTY.3)01 (QTY.3)01 (QTY.3)
01 (QTY.3)02 02 02 02 02 02 02 02
02
02
02
02
02
04
04
04
03
03
03
03
03
03
03
03
03
03
03
03 03 03
03
03
03
03
0303 030303
0303
03
03
03
02
-AREA NOT INCLUDED -
11/16/2023
GENERAL
1. The structure has been designed for the in-service loads only. The methods, procedures, and
sequences of construction are the responsibility of the Contractor. Supporting formwork for concrete
construction shall not be removed before the concrete has gained sufficient strength to safely support
the dead and superimposed loads which will be subsequently applied. The Contractor shall take all
necessary precautions to maintain and ensure the integrity of the structure at all stages of construction.
2. All work shall be performed in accordance with the Indiana Building Code, 2014 Edition (2012
International Building Code, first printing, with Indiana Amendments).
3. Original plans of the Ritz Charles building are on file with the Owner.
4. Where new work is to be fitted to old work, the Contractor shall check all dimensions and conditions in
the field, and report any errors or discrepancies to the Structural Engineer prior to the fabrication and
erection of any new members.
5. Do not determine dimensions by "scaling" off the plans. The Contractor shall accept all risk associated
with "scaling" and shall be responsible for all inadequate work resulting therefrom. Questions regarding
missing or conflicting dimensions shall be directed, in writing, to the Structural Engineer.
6. All work shall be performed without damage to adjacent retained work. Adequate protection of areas
nearby work against dust, dirt and debris accumulation shall be maintained at all times.
7. Principal openings in the structure are indicated on the structural drawings. Refer to the architectural,
mechanical, electrical, and plumbing drawings for sleeves, curbs, inserts, etc. not herein indicated. The
location of sleeves or openings not shown in structural members shall be approved by the Structural
Engineer.
8. The Contractor shall relocate all mechanical piping, ducts, equipment, electrical conduits, wiring and
plumbing that interfere with the proposed construction. Service shall be maintained to all equipment that
is served by mechanical, electrical or plumbing conduit being relocated.
9. The Contractor shall relocate all utilities which interfere with the proposed construction. Service shall be
maintained at all times during utility relocation unless otherwise noted.
GENERAL STRUCTURAL NOTES
All notes hereafter are typically applicable unless noted otherwise on plans, sections, or details.
STRUCTURAL STEEL
1. Structural steel detailing, fabrication and erection shall conform to the latest editions of the AISC
Specification for Structural Steel Buildings, Allowable Stress Design and Plastic Design and the AISC
Code of Standard Practice for Steel Buildings and Bridges.
2. Erector shall maintain minimum temporary bracing at each bay in each direction until the roof diaphragm
and permanent lateral load resisting system construction are complete.
3. Structural steel shall be shop-painted with a rust inhibiting primer. Steel which will be exposed to
weather shall be hot-dip galvanized (G90 finish). Steel that will be normally visible to the building's
occupants or exposed to weather shall receive a field applied finish coat matching the existing
surrounding surfaces. All abrasions caused by handling after shop painting shall be touched-up after
erection is complete.
4. Design connections not shown in accordance with the latest AISC Specification and Manual of Steel
Construction (allowable stress design method). Design simple span non-composite beam connections
not shown to support one-half the beam load capacity as given in the AISC Uniform Load Constants for
Beams Laterally Supported tables. Connection angles shall be double web angles, 5/16" minimum
thickness.
5. Unless otherwise noted, bolted connections for structural steel members shall be bearing-type using 3/4"
diameter ASTM A325 high strength bolts with standard 13/16" diameter holes tightened to the snug tight
condition. Bolted wind brace connections shall be slip-critical-type (SC) using 3/4" diameter ASTM A325
high strength bolts with oversized 15/16" diameter holes tightened using the turn-of-nut method unless
noted otherwise.
6. High strength bolted connections shall conform to the latest edition of the Specification for Structural
Joints Using ASTM A325 or A490 Bolts, approved by the Research Council on Structural Connections
of the Engineering Foundation. Faying surfaces of slip-critical-type (SC) connections shall be free of
paint and meet the minimum requirements for a Class A surface condition (mean slip coefficient not less
than 0.33).
7. Welding procedures shall conform to the latest edition of the American Welding Society's (AWS)
Structural Welding Codes for: Steel ANSI/AWS D1.1 and Sheet Steel ANSI/AWS D1.3, and Reinforcing
Steel ANSI/AWS D1.4.
8. Welded connections using ASTM A572 and A992 steel as a base metal shall be made with E70XX Low
Hydrogen electrodes. Unless otherwise noted, other welded connections shall be made with regular
E70XX electrodes. Welding shall be performed only where shown and to the extent indicated.
9. Field drilled holes shall be reamed, cleaned and deburred prior to assembly of the connection.
10. Thermal cutting shall preferably be done by machine. Hand thermally cut edges which will be subjected
to substantial stress, or which are to have weld metal deposited on them, shall be reasonably free from
notches or gouges. Notches or gouges greater than 3/16" that remain from cutting shall be removed by
grinding. Re-entrant corners shall be shaped notch-free to a radius of at least 1/2".
11. Surfaces within 2" of any field weld shall be free of materials that would prevent proper welding or
produce toxic fumes while welding is being done.
12. Splicing of structural steel members where not detailed is prohibited without the prior approval of the
Structural Engineer as to location, type of splice and connection to be made.
DESIGN
Building Code:
Indiana Building Code, 2014 Edition (2012 International Building Code,
first printing, with Indiana Amendments)
Soil information:
Allowable net bearing pressure:
Spread footings 2,000 psf (assumed)
Continuous wall footings 1,500 psf (assumed)
Structural Steel:
Structural tubing members ASTM A500, Grade C, Fy = 50 ksi
Structural steel rolled S, M, and HP shapes & channels ASTM A36
Structural steel rolled plates & angles ASTM A36
All other members ASTM A36
Connection bolts ASTM A325N
Anchor bolts ASTM A36
Cold-Formed Metal Framing:
Load bearing Type CS wall studs ASTM A653, Type B Fy = 33 ksi
Type CS joists ASTM A653, Type B Fy = 33 ksi
Type CS truss members ASTM A653, Type B Fy = 33 ksi
Non-shrink grout:
28 day compressive strength [5,000] [6,500] [8,000] [10,000] psi
Deflection Limitation:
Structural members supporting masonry L/600
Wind loads:
Basic wind speed (3-second gust)115 mph
Exposure B
Internal Pressure Coefficient, GCpi +/- 0.18
Seismic loads:
Importance factor 1.0
Mapped MCE Seismic Spectral Response Acc. at Short Periods, Ss 14.8% g
Mapped MCE Seismic Spectral Response Acc. at 1 Second, S1 8.2% g
Site Class D (assumed)
Design Spectral Response Acc. at Short Periods, Sds 15.8% g
Design Spectral Response Acc. at 1 Second, Sd1 13.1% g
Seismic Design Category B
Scale
Date
Drawn By
Checked By
Project Number
OWNER
CONTRACTOR
STRUCTURAL ENGINEER
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
(317) 818 - 1912
ARCHITECT
CIVIL ENGINEER
CERTIFICATION
FOR
R
E
VI
E
W
O
N
L
Y
PRE
LI
MI
N
A
R
Y
MECHANICAL & ELECTRICAL ENGINEER
12" = 1'-0"
S-1.1
JDT
MMK
10/23/2019
19-152
GENERAL STRUCTURAL
NOTES
RITZ CHARLES
RENOVATION
Company Name
Address
Address
Phone
Company name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
No. Description Date
11/16/2023
1
S-3.1
2
S-3.1
1
S-3.1
2
S-3.1
3
S-3.1
4
S-3.1
3
S-3.1
4
S-3.1
5
S-3.1
5
S-3.1
6
S-3.1
6
S-3.1
25
25
24
24
22
22
19
19
J
E
D
C
23
23
21
21
17.5
17.5 143' - 7"10"10" Scale
Date
Drawn By
Checked By
Project Number
OWNER
CONTRACTOR
STRUCTURAL ENGINEER
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
(317) 818 - 1912
ARCHITECT
CIVIL ENGINEER
CERTIFICATION
FOR
R
E
VI
E
W
O
N
L
Y
PRE
LI
MI
N
A
R
Y
MECHANICAL & ELECTRICAL ENGINEER
1" = 10'-0"
S-2.1
JDT
MMK
10/23/2019
19-152
FACADE RENOVATION
PLAN
RITZ CHARLES
RENOVATION
Company Name
Address
Address
Phone
Company name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
1" = 10'-0"S-2.1
1 STRUCTURAL PLAN
No. Description Date
11/16/2023
EXIST. FACE BRICK, DEMO
EXIST. METAL STUD FRAMING,
DEMO
EXIST. CMU, DEMO
EXIST. GRADE BEAM TO REMAIN
EXIST. INSULATION TO REMAIN
EXIST. SLAB ON GROUND TO REMAIN
EXIST. FACE BRICK, DEMO
EXIST. METAL STUD FRAMING,
DEMO
3"
EXIST. EDGE ANGLE TO REMAIN
2
S-3.2
EXIST. GRADE BEAM
EXIST. INSULATION
EXIST. SLAB ON GROUND
BRICK, SEE ARCH.
3"
8" 10"
3/16
3/16
EXIST. L3X3X3/16
EDGE ANGLE
HSS FRAME, SEE ELEVATIONS
EXIST. FACE BRICK, DEMO
EXIST. METAL STUD FRAMING,
DEMO
EXIST. CMU, DEMO
EXIST. GRADE BEAM TO REMAIN
EXIST. INSULATION TO REMAIN
EXIST. SLAB ON GROUND TO REMAIN
EXIST. FACE BRICK, DEMO
EXIST. METAL STUD FRAMING,
DEMO
EXIST. EDGE ANGLE TO REMAIN
7"
EXIST. GRADE BEAM
EXIST. INSULATION
EXIST. SLAB ON GROUND
BRICK, SEE ARCH.
8" 10"
3/16
3/16
EXIST.
L3-1/2X3-1/2X1/4
EDGE ANGLE
HSS FRAME, SEE ELEVATIONS
2
S-3.2
EXIST. GRADE BEAM
EXIST. INSULATION
EXIST. SLAB ON GROUND
BRICK, SEE ARCH.
3"
8" 10"
3/16
3/16
EXIST. L3X3X3/16
EDGE ANGLE
COLD-FORMED METAL FRAMING
6"
EXIST. GRADE BEAM
EXIST. INSULATION
EXIST. SLAB ON GROUND
BRICK, SEE ARCH.
8" 10"
3/16
3/16
EXIST. L3-1/2X3-1/2X1/4
EDGE ANGLE
COLD-FORMED METAL FRAMING
4 1/4"
7 1/4"
Scale
Date
Drawn By
Checked By
Project Number
OWNER
CONTRACTOR
STRUCTURAL ENGINEER
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
(317) 818 - 1912
ARCHITECT
CIVIL ENGINEER
CERTIFICATION
FOR
R
E
VI
E
W
O
N
L
Y
PRE
LI
MI
N
A
R
Y
MECHANICAL & ELECTRICAL ENGINEER
1" = 1'-0"
S-3.1
JDT
MMK
10/23/2019
19-152
WALL SECTIONS
RITZ CHARLES
RENOVATION
Company Name
Address
Address
Phone
Company name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
1" = 1'-0"S-3.1
1 WALL DEMO SECTION
1" = 1'-0" S-3.1
2 WALL SECTION AT FRAME
1" = 1'-0" S-3.1
3 WALL DEMO SECTION
1" = 1'-0" S-3.1
4 WALL SECTION AT FRAME
No. Description Date
1" = 1'-0"S-3.1
5 WALL SECTION BETWEEN FRAMES
1" = 1'-0" S-3.1
6 WALL SECTION BETWEEN FRAMES
11/16/2023
EQ. EQ.EQ. EQ.BASE PLATE, SEE
PLAN AND SCHED.
HSS6X3X3/16
3/16
8"8"(4) 5/8" DIA. HILTI HAS RODS.
ANCHOR TO EXISTING
FOUNDATION WALL USING HILTI
HIT-HY 200 ADHESIVE ANCHORING
SYSTEM (EMBED. = 6")1 1/4" 5 1/2" 1 1/4"1 1/4" 5 1/2" 1 1/4"
T/STEEL EL.
111' - 0"
T/STEEL EL.
114' - 2"
T/STEEL EL.
HSS6X6X3/16
HSS6X6X3/16
HSS6X3X3/16HSS6X3X3/16EXIST. FOUNDATION
3/16
TYP.
3/16
TYP.
T/FDN. EL.
100' - 0"
15' - 0"
T/STEEL EL.
101' - 6"
T/STEEL EL.
111' - 4"
T/STEEL EL.
114' - 2"
T/STEEL EL.
HSS4X4X3/16
HSS4X4X3/16
HSS6X3X3/16HSS6X3X3/16EXIST. FOUNDATION
3/16
TYP.
3/16
TYP.
T/FDN. EL.
100' - 0"
7' - 0"
Scale
Date
Drawn By
Checked By
Project Number
OWNER
CONTRACTOR
STRUCTURAL ENGINEER
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
(317) 818 - 1912
ARCHITECT
CIVIL ENGINEER
CERTIFICATION
FOR
R
E
VI
E
W
O
N
L
Y
PRE
LI
MI
N
A
R
Y
MECHANICAL & ELECTRICAL ENGINEER
As indicated
S-3.2
JDT
MMK
10/23/2019
19-152
FRAME ELEVATIONS AND
DETAILS
RITZ CHARLES
RENOVATION
Company Name
Address
Address
Phone
Company name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
Company Name
Address
Address
Phone
3" = 1'-0"S-3.2
2 BASE PLATE DETAIL
3/4" = 1'-0"S-3.2
1 ELEVATION - DOOR
No. Description Date
3/4" = 1'-0" S-3.2
3 ELEVATION - WINDOW
11/16/2023