HomeMy WebLinkAboutSite Plans6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE:DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
DRAWINGS. DIMENSIONS EXPRESS DESIGN INTENT
AND ANY DISCREPANCIES FOUND IN FIELD OR IN
THE DRAWINGS ARE TO BE BROUGHT TO ATTENTION
OF ARCHITECT IMMEDIATELY IN WRITING.
STAMP:
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PROJECT IMAGE DRAWING LIST
ARCHITECTURE/DESIGN CONTACT
PROJECT DESCRIPTION
KEY PLAN AREA MAP
STRUCTURAL CONSULTANT
PROJECT GENERAL NOTES
10/10/2022 10:13:57 AMG-0
COVER SHEET
22.020
10.05.2022PORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 46032PORT COCHERE
12999 PENNSYLVANIA STREET
CARMEL, INDIANA 46032 10.05.2022
Project Status
MAJESTIC CARE
GENERAL
G-0 COVER SHEET
G-1 LIFE SAFETY PLAN
G-2 2021 ICC - ADA REQUIREMENTS
ARCHITECTURE
AD-1 EXISTING CANOPY DEMOLITION PLAN AND ELEVATION
STRUCTURAL
S0.01 GENERAL NOTES & SCHEDULES
S1.02 FOUNDATION & FRAMING PLAN
S3.01 BUILDING SECTIONS
S5.01 TYPICAL SECTIONS AND DETAILS
S8.01 SHEET SPECS
S9.01 3D MODEL
ARCHITECTURE
A-0.1 REQUIRED WOOD COATING SYSTEMS
A-0.2 REQUIRED WOOD COATING SYSTEMS
A-1 PROPOSED PORTE COCHERE PLANS
A-3 PROPOSED PORTE COCHERE ELEVATIONS & SECTIONS
A-2 PROPOSED PORTE COCHERE REFLECTED CEILING PLAN & DETAILS
A-4 EXTERIOR ELEVATIONS - SOUTH
A-5 EXTERIOR ELEVATIONS - WEST
A-6 EXTERIOR ELEVATIONS - NORTH
A-7 EXTERIOR ELEVATIONS - EAST
ARX 360, INC.
6018 ORCHARD HILL LANE
INDIANAPOLIS, IN 46220
SCOTT PEREZ, AIA
PHONE: 317.520.2550
SCOTT@ARX3SIXTY.COM
MIDWEST DESIGN GROUP
3850 PRIORITY WAY S DR.
#222
INDIANAPOLIS, IN 46240
DANIEL SWANSON, PE
PHONE: 317.442.7062
DSWANSON@MIDWEST-DESIGNGROUP.COM
THIS PROJECT CONSISTS OF A NEW, EXTERIOR CANOPY.
GENERAL
1. IT IS THE BUILDING OWNERS AND OR TENANTS RESPONSIBI LITY TO REVIEW AND CHECK THE CONSTRUCTION DOCUMENTS PRIOR TO
CONSTRUCTION AND VERIFY LOCATIONS, SIZES, QUANTITIES AND SPECIFIC MATERIALS USED IN CONJUNCTION WITH THE BUILDING OWNERS
SPECIAL EQUIPMENT LAYOUT, USE OR FUNCTION.
2. THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO INSTRUCT THE CONTRACTOR IN THE SPECIFIC DETAILS OF THEIR TRADE.
3. WORK SHALL BE IN ACCORDANCE WITH THE QUALITY STANDARDS OF THE TRADE AND SHALL BE INSTALLED IN COMPLIANCE, AS A MINIMUM
STANDARD, TO APPLICABLE LOCAL, STATE, FEDERAL CODES AND MANUFACTURER'S RECOMMENDATIONS.
4. WORK SHALL BE WARRANTED SATISFACTORY, IN MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
5. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE
BUILDING AND MAJOR ARCHITECTURAL ELEMENTS. AS SCOPE DOCUMENTS, THE DRAWINGS DO NOT INDICATE OR DESCRIBE THE WORK
REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE
GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH THE ITEMS REQUIRED FOR THE PROPER EXECUTION AND
COMPLETION OF THE WORK.
6. COMMENCING WORK BY A CONTRACTOR CONSTITUTES ACCEPTANCE OF THE CONDITIONS AND SURFACES CONCERNED. IF SUCH
CONDITIONS OR SURFACES ARE UNACCEPTABLE, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND WORK SHOULD CEASE
UNTIL THE UNACCEPTABLE CONDITIONS CAN BE REMEDIED.
7. ITEMS NOTED "N.I.C." (NOT IN CONTRACT), "BY OWNER" OR "EXISTING" SHALL NOT BE INCLUDED IN THE CONTRACT. PROVISIONS SHALL BE MADE
BY THE RESPECTIVE TRADES TO ALLOW FOR THE INSTALLATION OR PRESERVATION OF THE ITEMS NOTED. FINISHES OF FLOORS, BASES. WAINSCOT,
WALLS AND CEILINGS BEHIND, UNDER AND OR OVER THESE ITEMS SHALL BE INCLUDED IN THE GENERAL CONTRACT UNLESS OTHERWISE
INDICATED.
8. THE COORDINATION OF THE MATERIALS, LABOR AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR -TO INCLUDE ITEMS
FURNISHED BY TENANT FOR CONTRACTOR INSTALLATION.
9. DIMENSIONS ARE TAKEN FROM THE FACE OF MASONRY WALLS, COLUMN CENTER LINES, FINISH FACE OF EXISTING WALLS AND/OR STUD FACE
OF NEW WALLS UNLESS OTHERWISE INDICATED.
10. DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS ILLUSTRATED ON DRAWINGS. NOTIFY THE ARCHITECT OF DISCREPANCIES OR FOR
CLARIFICATION.
11. THE CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS AND AMPLE TIME TO AVOID DELAYS IN CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT WITHIN (7) DAYS OF CONTRACT AWARD IF ANY ITEM IS FOUND TO BE UNAVAILABLE
OR HAVE A LONG LEAD TIME THAT IS NOT COMPLIANT WITH THE CONSTRUCTION SCHEDULE.
12. THE CONTRACTOR SHALL PROVIDE SUBCONTRACTOR WITH COMPLETE ARCHITECTURE AND ENGINEERING DRAWINGS. THE CONTRACTOR
SHALL NOTIFY ARCHITECT OR ENGINEER IN WRITING, OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO BID DATE FOR RESOLUTION.
13. THE CONTRACTOR SHALL PROVIDE AND EXECUTE A WASTE MANAGEMENT PLAN IN COMPLIANCE WITH CURRENT LOCAL JURISDICTION
REGULATIONS. AT A MINIMUM, THE CONTRACTOR SHALL REUSE OR RECYCLE AT LEAST 50% OF DEMOLITION AND CONSTRUCTION DEBRIS
GENERATED AS PART OF COMPLETING THE SCOPE OF WORK. PURSUIT OF ALTERNATE COMPLIANCE PATHS OR EXEMPTIONS SHALL BE REVIEWED
WITH THE ARCHITECT PRIOR TO COMMENCING WORK ON SITE. DOCUMENTATION OF RECYCLING REUSE AND LANDFILL QUANTITIES (BY
WEIGHT) SHALL BE PROVIDED TO THE ARCHITECT AT REGULAR INTERVALS THROUGHOUT THE PROJECT, AND TO THE LOCAL JURISDICTION AS
REQUIRED BY REGULATIONS. PROJECTS PURSUING LEED OR OTHER GREEN BUILDING CERTIFICATION HAVE ADDITIONAL REQUIREMENTS THAT
MAY SUPPLEMENT THE MINIMUM REQUIREMENTS LISTED HERE.
14. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND
BECOME FAMILIAR WITH THE EXISTING CONDITIONS IN SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE
OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY AND OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED
SHOULD BE VERIFIED WITH THE ARCHITECT, IN WRITING.
15. CONSTRUCTION SHALL COMPLY WITH APPLICABLE FEDERAL, LOCAL, AND STATE CODES AND ASSOCIATED AMENDMENTS.
16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES
REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK AND FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY
PRECAUTIONS IN PROGRAMS IN CONNECTION WITH WORK.
17. ERRORS, OMISSIONS, OR INCONSISTENCIES ON THESE DRAWINGS OR VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL
SITE AND CONSTRUCTION CONDITIONS IN OUR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING,
IMMEDIATELY.
18. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY.
19. CONTRACTOR SHALL VERIFY DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
20. CONTRACTOR SHALL VERIFY MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME.
21. CONTRACTOR SHALL COORDINATE HIS WORK WITH E TRADES. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF
CONSTRUCTION.
22. STORE MATERIALS IN CONDITIONS DESIGNATED BY MANUFACTURER SPECIFICATIONS.
23. REMOVE RUBBISH FROM PREMISES DAILY OR MORE FREQUENTLY AS DIRECTED.
24. WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER.
25. THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, OPENINGS, AND CHARACTERISTICS OF THE WORK AND EQUIPMENT FURNISHED BY THE
OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE STARTING ANY CONSTRUCTION RELATED TO SIDE WORK AND/OR
EQUIPMENT.
26. MATERIALS SHALL BE NEW AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS INSTRUCTIONS AND/OR
RECOMMENDATIONS UNLESS INDICATED OTHERWISE IN THE DRAWINGS AND SPECIFICATIONS.
27. BRACE WALLS BETWEEN WORKDAYS AS NECESSARY TO GUARANTEE STABILITY.
28. DO NOT SCALE DRAWINGS.
BUILDING RULES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE BUILDING RULES AND REGULATIONS FROM THE BUILDING
OWNER OR PROPERTY MANAGER. COMPLIANCE WITH THE BUILDING RULES AND REGULATIONS SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THIS PROJECT.
2. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER FOR ACCESS TO THE SPACE FOR ONGOING CONSTRUCTION WORK.
DISRUPTIVE OR POTENTIALLY HAZARDOUS CONSTRUCTION ACTIVITIES SHALL BE COORDINATED TO OCCUR AFTER NORMAL BUSINESS HOURS TO
MINIMIZE THE DISTURBANCE TO BUILDING OCCUPANTS AND END USERS. THE CONTRACTOR SHALL REVIEW PROJECT PHASING AND DETAILED
CONSTRUCTION SCHEDULE PLANS WITH BUILDING OWNER AND ARCHITECT PRIOR TO BID AND START OF CONSTRUCTION.
3. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER AND OR PROPERTY MANAGER FOR DELIVERY TO THE SPACE OF BUILDING
MATERIALS. THE CONTRACTOR SHALL COORDINATE SUCH DELIVERIES IN A MANNER WHICH POSE NO HAZARD TO ANY PERSONNEL WITHIN OR
AROUND THE BUILDING AND CONSTRUCTION SITE.
4. TRANSPORT TRASH, RUBBISH AND DEBRIS FROM THE SITE AND LEGALLY DISPOSE OF SAME. THE MANNER OF REMOVAL MUST BE CONFIRMED
WITH THE BUILDING OWNER AND AS ALLOWED BY CITY AND STATE REGULATIONS.
5. REFERENCE BUILDING SCHEDULE FOR USAGE AS PART OF THESE CONTRACT DOCUMENTS.
NORTH
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NORTH
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KEY PLAN
SCALE: NOT TO SCALE
PROJECT
LOCATION
09.28.2022
PORTE COCHERE -
REVISED PORTE COCHERE - REVISED
DN
LIFE SAFETY GENERAL NOTES
A. SITE ELEMENTS SHOWN HEREIN ARE FOR REFERENCE ONLY. SEE CIVIL DRAWINGS FOR
SITE INFORMATION.
B. STRUCTURAL ELEMENTS SHOWN HEREIN ARE FOR REFERENCE ONLY. SEE STRUCTURAL
DRAWINGS FOR FOUNDATION AND FRAMING INFORMATION & FRAMING
DIMENSIONS.
C. PLUMBING FIXTURES SHOWN HEREIN ARE FOR REFERENCE ONLY. SEE PLUMBING
DRAWINGS FOR INFORMATION CONCERNING PLUMBING FIXTURES AND PIPING
SYSTEM(S).
D. MECHANICAL ELEMENTS SHOWN HEREIN ARE FOR REFERENCE ONLY. SEE
MECHANICAL DRAWINGS FOR INFORMATION CONCERNING HVAC SYSTEM(S).
E. ELECTRICAL AND LIGHTING FIXTURES SHOWN HERIN ARE FOR REFERENCE ONLY. SEE
ELECTRICAL DRAWINGS FOR INFORMATION CONCERNING POWER, LIGHTING AND
COMMUNICATION SYSTEM(S) AS WELL AS FIRE, SMOKE, AND EMERGENCY FIXTURES.
F. REFER TO PARTITION TYPES ON G001 FOR FURTHER FIRE SEPARATION REQUIREMENTS.
G. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING NECESSARY FOR ALL
OPENINGS AND SUPPLEMENTAL FRAMING ABOVE PARTITIONS.
H. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH TESTED
ASSEMBLIES INDICATED.
I. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER SEPARATIONS TO BOTTOM OF
ROOF DECK ABOVE AND TO EXTERIOR WALL. SEAL JOINT BETWEEN EDGES OF
PARTITION WITH FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.
J. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES SHALL BE FIRE-SEALED IN ACCORDANCE
WITH APPROVED MANUFACTURER'S DETAIL FOR LOCATION, TYPE OF CONSTRUCTION,
PENETRATING ITEM AND RATING REQUIRED.
K. ALL DUCTWORK, DIFFUSERS AND GRILLES PENETRATING FIRE-RATED WALLS, CEILINGS
AND FLOORS SHALL HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN
ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING PENETRATED AND THE
FIRE/SMOKE RATING REQUIRED.
L. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES PENETRATI NG FIRE-RATED ASSEMBLIES
SHALL BE UL-LISTED FOR INSTALLATION IN THE ASSEMBLY OR SHALL BE INSTALLED SUCH
THAT THE FIRE-RATING IS NOT COMPROMISED.
M. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE
CODES. AREA SHALL BE SEPARATED FROM THE REMAINDER OF THE BUILDING BE
CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SM OKE. THE PARTITIONS
SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE FLOOR OR ROOF
ASSEMBLY ABOVE. DOORS SHALL BE SELF OR AUTOMATIC CLOSING. DOORS SHALL
NOT HAVE AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF
CLEARANCE PERMITTED WITH ACCORDANCE TO NFPA 80.
N. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO NOT BE
WITHIN THE BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN COMPLIANCE WITH
ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDI CTION.
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6 A6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE:DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
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LIFE SAFETY PLAN
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 46032RENOVATION (EXISTING BUILDING)
PRIMARY OCCUPANCY: NA
GENERAL CODE INFORMATION:CONSTRUCTION TYPE: IV (WITH FIRE RESISTANT COATING)
2012 INTERNATIONAL FIRE CODE
2006 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL MECHANICAL CODE
2009 INDIANA ELECTRICAL CODE
2009 AMERICAN NATIONAL STANDARDS INSTITUTE
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
STANDARD (ANSI A117.1-2009)
2010 AMERICANS WITH DISABILITIES ACT ACCESSIBLE
GUIDELINES (ADAAG) FOR BUILDINGS AND FACILITIES
2012 INTERNATIONAL FIRE CODE
APPLICABLE CODES:2012 INTERNATIONAL BUILDING CODE
WORK DESCRIPTION:DEMOLITION OF EXISTING CANOPY AND CONSTRUCTION...
CARMEL, INDIANA 46032
12999 PENNSYLVANIA STREET
OWNED BY:MAJESTIC CARE
CODE INFORMATION
SCALE: 1/4" = 1'-0"
1
PORTE COCHERE LIFE SAFETY PLAN 0 2 4 8
NORTH
TRUE
NORTH
PLAN
EGRESS PATH A
TYPE EGRESS PATH LENGTH
TRAVEL A 62' - 6"
62' - 6"
NORTH
TRUE
KEY PLAN
SCALE: NOT TO SCALE
09.28.2022PORTE COCHERE - REVISED
MAX.0' - 0 1/2"MAX.0' - 0 1/4"0' - 0 1/4"0' - 0 1/4"0' - 0 1/2"2
1
CARPET PILE HT.VERTICAL LEVEL CHANGE BEVELED LEVEL CHANGE
60"
GRATING ORIENTATION GRATINGS
PREDOMINANT
DIRECTION OF
TRAFFIC
LONG DIMENSION
PERP. TO ROUTE
OF TRAVEL
1/2" MAX.MIN.24" 36" MIN.
60" MIN.
MIN.
12" 36" MIN.
MIN.
12"60" MIN.FRONT APPROACH PARALLEL APPROACH
10" MAX 30"
CLEAR FLOOR SPACE
48"30"48"30"PARALLEL APPROACH
.30"
X
.48"NOTE:
1.X IS LESS THAN OR EQUAL TO 15".
2.IF X IS GREATER THAN 15", THEN AN
ADDITIONAL MANEUVERING CLEARANCE OF
12" SHALL BE PROVIDED AS SHOWN BELOW
X
.48"MIN.12"..X.48"30"
NOTE:
1.X IS LESS THAN OR EQUAL TO 24".
2.IF X IS GREATER THAN 24", THEN AN
ADDITIONAL MANEUVERING CLEARANCE OF 6"
SHALL BE PROVIDED AS SHOWN BELOW
X.48".30".6"
FRONT APPROACH
9" MINIMUM6" MAX.
TOE CLEARANCES
SECTION30" MIN.17" - 25"
PLAN
SECTION27" MIN.MIN.
8"
11" MIN.30" MIN.25" MAX.
PLAN
KNEE CLEARANCES 9" MINIMUMWALKING PARALLEL TO WALL
Sign or
Obstruction
PROTRUDING OBJECTS AND HEAD ROOM IN PEDESTRIAN WAY (WALKS, HALLS, CORRIDORS, PASSAGE
WAYS, AISLES INCLUDING CLASSROOMS, OFFICES, ETC. AND OTHER CIRCULATION SPACES.)80" MIN.4" MAX.HIGHERTHAN 27"ANY AMOUNTCLEAR WIDTH
27" ORBELOW4" MAX
>27" AND <80"4" MAX
MAX.27"X > 12"
POST-MOUNTED PROTRUDING OBJECTS 80" MIN.X > 12"POST
UNLIMITEDUNLIMITED
FIGURE 307.3
UNOBSTRUCTED FORWARD
REACH LIMIT
MAXIMUM SIDE REACH
OVER OBSTRUCTION
HIGH AND LOW
SIDE REACH LIMITS
ITEMS WITHIN DASHED
LINE ARE WITHIN REACH
CLEAR FLOOR OR
GROUND
SPACE SHALL EXTEND NO
MORE THAN 25 in. UNDER
THE OBSTRUCTION
MAXIMUM FORWARD REACH
OVER AN OBSTRUCTION (SECTION)
NOTE:
1.WHEN X <= 20", THEN Y SHALL BE 48" MAX.
2.WHEN X IS >20" TO 25", THEN Y SHALL BE 44" MAX.
FORWARD AND SIDE REACH MOUNTING
HEIGHT FOR SHELVES & DISPENSERS (TO
CONTROL DEVICE ) SWITCHES AND
CONTROLS AND TELEPHONES (MAXIMUM
TO TOP DEVICE)
AGE
46" MAX.34" MAX.30".>10" TO 24"48" MAX..15" MIN.10" MAX..30"YX
.48"15" MIN.48" MAX.HIGH
(MAXIMUM)
LOW
(MINIMUM)
Ages 3 & 4
Ages 5-8
Ages 9-12
18" MIN.
16" MIN.
40" MAX.
44" MAX.
ADULT REF.
DIAGRAMS
20" MIN.36" MAX.
REF.
DIAGRAMS
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
MAX.
24"
MIN.
48"
MAX.
24"36" MIN.32" MIN.36" MIN.32" MIN.42" MIN.
X < 48"
42" MIN.48" MIN.36" MIN.
X < 48"
36" MIN.60" MIN.180 DEGREE TURNS
HINGED DOOR
MAXIMUM DOORWAY DEPTH
DETAIL
SLIDING DOOR
FOLDING DOOR
32" MIN.
32" MIN.
32" MIN.
32" MIN.24" MAX.36" MIN.
BARN DOOR
32" MIN.MAX.43" AFFVISION PANEL
GLAZING PANEL (no
viewing permitted
through door)MIN.66"MIRROR ABOVE
LAVATORY OR
COUNTERTOPTO BOTTOM OF40" MAX.REFLECTIVE SURFACE74" MIN.FULL-LENGTH
MIRRORTO BOTTOM OF35" MAX.REFLECTIVE SURFACE74" MIN.SLIDE SIDE APPROACH
SLIDING AND FOLDING DOORS
FRONT APPROACH
SLIDING AND FOLDING DOORS48" MIN.42" MIN.54" MIN.42" MIN.LATCH SIDE APPROACH
SLIDING AND FOLDING DOORS
NOTE:
ALL DOORS IN ALCOVE SHALL
COMPLY WITH THE FRONT
APPROACHES CLEARANCES
NOTE: CLEAR FLOOR SURFACES
AT MANEUVERING CLEARANCES
SHALL BE LEVEL WITH NO HEIGHT
TRANSITIONS OR SLOPES.
(EXCEPTIONS: THRESHOLDS AT
EXTERIOR DOORS THAT ARE
ACCEPTABLE BY STATE AND
FEDERAL AGENCIES).
HINGE SIDE APPROACHES - SWINGING DOORS
PULL SIDE
60" MIN.18" MIN.
FRONT APPROACHES - SWINGING DOORS
PUSH SIDE
48" MIN.X
NOTE:
X = 12" IF DOOR HAS BOTH A CLOSER
AND A LATCH
PULL SIDE
YX PUSH SIDE
42" MIN.YNOTE:
1.X = 36" MIN. IF Y = 60"
2.X = 42" MIN. IF Y = 54"
NOTE:
Y = 48" MIN. IF DOOR HAS BOTH A
LATCH AND A CLOSER
HINGE SIDE APPROACHES - SWINGING DOORS
PULL SIDE
48" MIN.Y24" MIN.
X PUSH SIDE
42" MIN.YNOTE:
Y = 54" MIN. IF DOOR HAS CLOSER
24" MIN.
X
NOTE:
Y = 48" MIN. IF DOOR HAS CLOSER
48" MIN.
TWO HINGED DOORS IN SERIES
60" MIN.
22" MIN12" MIN
24" MIN
22" MIN
60" MIN60" MINCLEAR
FLOOR
SPACE
60" MIN.WHEELCHAIR
ACCESSIBLE
WATER CLOSETS
16" - 18"17" - 19"
AMBULATORY
ACCESSIBLE
WATER CLOSETS
WATER CLOSET LOCATIONS
Clear
Floor
Space
56" MIN.60" MIN.
WATER CLOSET CLEARANCE
NOTE:
THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL
BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED
GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS,
COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR
SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND
THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS
SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET
CLEARANCE (INCLUDING LAVATORIES). LAVATORIES MAY
OVERLAP THE REQUIRED CLEARANCE AT WATER CLOSETS AT
PRIVATE RESIDENTIAL DWELLING UNITS ONLY.
21" MAX 42" MIN.
54" MIN.33" - 36"17" - 19"36" MIN.
16" - 18"
SIDE WALL BACK WALL
GRAB BAR (TYP.)
WALL HUNG TYPE 17" MAX.13 1/2" MIN.
MIN.
24"
MIN.
12"
FLUSH
CONTROLS
TRANSFER
SIDE
SIDE WALL 18" MIN18" MINMAX.48"DISPENSER OUTLET LOCATIONGRAB BAR, FLUSH CONTROLS, & SEAT HEIGHT
REQUIREMENTS
25" MAX.
17" MIN.
6" MAX.8" MIN.9" MIN.27" MIN.34" MAX.LAVATORY SINK
OF TOE CLEARANCE
17" MIN. &
25" MAX. TO EDGE
HOT WATER AND DRAIN PIPES UNDER LAVATORIES AND
HANDICAP ACCESSIBLE SINKS SHALL BE INSTALLED OR
OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.
STALL TYPE
13 1/2" MIN.
URINALS
NOTE: PROVIDE
CLEAR FLOOR SPACE
COMPLYING WITH
FORWARD
APPROACH (305) AT
ACCESSIBLE URINALS
TOILET COMPARTMENT
CLEARANCES
ADULT HUNG WC
56" MIN. AT
ADULT FLOOR MOUNTED
59" MIN. AT
WC AND ALL
CHILDREN'S WC
TOE CLEARANCE
REQUIRED AT FRONT
AND ONE SIDE
EXCEPTION: TOE CLEARANCE NOT
REQUIRED AT FRONT PARTITION IF 62"
DEPTH AT WALL HUNG WC OR 65" DEPTH
AT FLOOR MOUNTED WC. TOE
CLEARANCE NOT REQUIRED AT SIDE
PARTITION IF 66" CLEAR WIDTH IS
PROVIDED.
(REQUIRED IF TOTAL TOILET
+ URINAL FIXTURE COUNT
IS GREATER THAN 6)MAX.0' - 4"MAX.
0' - 4"
ALTERNATE
DOOR
LOCATION
42" MIN.
DOORS AT TOILET COMPARTMENTS TO COMPLY WITH 404
(EXCLUDING LATCH SIDE APPROACH CLEARANCE WIDTH REQUIRED,
WHICH SHALL BE AS SHOWN IN THE DIAGRAM TO THE LEFT). DOORS
SHALL BE SELF CLOSING, WITH A DOOR PULL COMPLYING WITH
404.2.7 PLACED ON BOTH SIDES OF THE DOOR, NEAR THE LATCH.
DOOR MAY NOT SWING INTO THE REQUIRED MINIMUM CLEAR
FLOOR SPACE.
COATS AND SHELVES (IF PROVIDED) SHALL BE INSTALLED WITHIN
REACH RANGES AS SPECIFIED IN 308.37" MIN.60" MIN. 42" MIN.
AMBULATORY ACCESSIBLE TOILET
COMPARTMENT CLEARANCES
MIN.
0' - 6"MIN.0' - 6"REQUIRED TOE
CLEARANCE AT
FRONT AND ONE
SIDE PARTITION.
TOILET COMPARTMENT TOE CLEARANCES
ADULTS:0' - 9" MIN.0' - 6"12" MIN.CHILDREN:PARTITIONINSIDE STALL
COUNTER MOUNTED SINK 30" MIN.PLANEQEQDASHED LINE REPRESENTS
CLEAR FLOOR SPACE
REQUIREMENTS, AS PER 305
PARALLEL APPROACH IS
PERMITTED FOR LAVATORIES
AND SINKS USED PRIMARILY
BY CHILDREN AGE 5 AND
UNDER.
0' - 11" MIN.
LAVATORY AND SINK REQUIREMENTS
MAX.
0' - 6"MIN.0' - 9"MIN.
0' - 8"
Dashed Line represents minimum
Knee Clearance requirements,
as per 306.3
TO RIM OF SINK34" MAX.25" Max.
17" Min.
11" MIN.27" MIN.NOTE: PROVIDE 24"
CLEARANCE TO BOTTOM OF
SINK/APRON AND 31" TO TOP
RIM OF SINK FOR LAVATORIES
AND SINKS USED PRIMARILY
BY CHILDREN AGED 6-12
39"-41"18" MIN39" - 41"24" MIN
36" MAX
42" MAX
GRAB BAR
HEIGHT
20" - 25"
25" - 27"
TOILET SEAT
HEIGHT
12" - 15"
GRADE LEVEL/AGE
AGES 3 AND 4
MOUNTING HEIGHTS FOR WATER CLOSETS SERVING AGES 3 THROUGH 12
15" - 17"
WC
CENTERLINE
DISPENSER
HEIGHT
AGES 5 AND 8
AGES 9 AND 12
18" - 20"11" - 12"
14" - 17"
17" - 19"
14"12"
12 " - 15"
15" - 18"
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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2021 ICC - ADA
REQUIREMENTS
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 46032CHAPTER 3: BUILDING BLOCKS
TURNING SPACE - CIRCULAR
GRATINGS
T-SHAPED TURN SPACE
CLEAR FLOOR SPACES
CLEAR FLOOR SPACES IN ALCOVES
KNEE AND TOE CLEARANCES
PROTRUDING OBJECTS
MOUNTING HEIGHTS
PROPORTIONS OF INTERNATIONAL
SYMBOL OF ACCESSIBILITY
ACCESSIBLE ROUTE
CHAPTER 4: ACCESSIBLE ROUTE
CLEAR DOORWAY WIDTH & DEPTH VISION PANEL HEIGHTS
MIRRORS
MANEUVERING CLEARANCE AT DOOR
WATER CLOSET AND TOILET COMPARTMENTS
09.28.2022PORTE COCHERE - REVISED
1
2
3
4
5
6
3
AD-1
4
5
6
1
5
6 6
3
TYP
1
TYP
4
TYP
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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EXISTING CANOPY
DEMOLITION PLAN AND
ELEVATION
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 460320 42 8
NORTH
TRUE
NORTH
PLAN
SCALE: 3/16" = 1'-0"
1
EXISTING CANOPY DEMOLITION PLAN
DEMOLITION KEYNOTES
KEYNOTE DESCRIPTION
1 PROTECT EXISTING WALLS DURING CONSTRUCTION
2 PROVIDE PROTECTED EGRESS DURING CONSTRUCTION ACTIVITIES
3 DEMOLISH EXISTING CANOPY & STRUCTURE IN ITS ENTIRETY, TYP
4 REMOVE FOUNDATIONS & ASSOCIATED SUBGRADE, TYP PER COLUMN
5 REMOVE EXISTING SKYLIGHT SYSTEM COMPLETELY. PREPARE NEW WALLS AND
CEILING FOR NEW GYP BOARD FRAMING INFILL, FIELD VERIFY EXTENTS
6 REMOVE EXISTING METAL ROOF & GUTTER SYSTEM AS REQUIRED
SCALE: 1/4" = 1'-0"
2
EXISTING CANOPY DEMOLITION ELEVATION
09.28.2022PORTE COCHERE - REVISED
GN-1 As used in these General Notes:
"Drawings" means the latest structural design drawings, uno.
"Specifications" means the latest project specifications, uno.
"Contract Documents" is defined as the design drawings and the specifications.
"SER" is defined as the structural engineer of record for the structure in its final condition.
"Design Professionals" is defined as the owner's architect
"MEP" includes, but id not limted to Mechanical, Electrical, Plumbing, Fire Protection.
"Contractor" is defined to include any of the following: General Contractor and their Subcontractors, Construction
Manager and their Subcontractors, Structural Steel Fabricator or Structural Steel Erector.
"Base Building Structure" is defined as the structural frame desinged by MDG, LLC.
"Structure in its final condition" means all structural elements shown on the structural contract documents are
installed and completely connected and inspected with no outstanding non-comliance issues.
GN-2 The Contractor is solely responsible for the stability of the structure until the construction of the structure reaches its
final condition.
GN-3 The Contractor is responsible for coordination of the Structural work with the Architectural, Civil, MEP contract
documents, as well as any other applicable trades. The architectural, mechanical, electrical and plumbing aspects
are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. Refer to
architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all
openings may not be completely indicated in the structural drawings. The respective contractor shall verify their
work with all other disciplines.
GN-4 The contractor is solely responsible for the design, installation, and removal of temporary bracing and construction
supports, for new and existing structures, as necessary to complete the project. No portion of the project while
under construction is intended to be stable in the absence of the contractor’s temporary supports and braces.
Contractor shall retain a structural engineer licensed in the state in which the project is located to design temporary
bracing and construction supports.
GN-5 The contract documents represent the structure only. They do not indicate the method of construction. The
contractor shall provide all measures necessary to protect the structure during construction. Such measures shall
include, but not limited to, bracing, shoring, underpinning, etc. the Engineer of Record is not responsible for the
contractor's means, methods, techniques, sequences or safety procedures during construction.
GN-6 The specifications are an integral part of the contract documents and shall be used in conjunction with the structural
drawings.
GN-7 The contractor shall verify all existing dimensions and conditions and coordinate with the structural drawings,
architectural drawings, drawings from other consultants, project shop drawings and field conditions.
GN-8 Apply details, sections, and notes on the drawings where conditions are similar to those indicated by detail, detail
title or note.
GN-9 Only use dimensions indicated on the drawings. Do not scale drawings.
GN-10 Assume equal spacing between established dimensions, if not indicated on drawings.
GN-11 Centerlines of columns and foundations coincide with grid line intersections, uno.
GN-12 Centerlines of grade beams and walls coincide with centerlines of foundations, uno.
GN-13 Centerlines of framing members coincide with column centerlines, uno.
GN-14 The contractor shall verify that construction loads do not exceed the capacity of the structure at the time the load is
applied.
GN-15 Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads.
GN-16 If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern.
GN-17 Notes and details shall take precedence over general structural notes. Where no details or sections are shown,
construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans,
but apply unless noted otherwise.
GN-18 Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect
immediately for modification of drawings.
GN-19 Provisions for future expansion:
Horizontal:None
Vertical:None
GENERAL NOTES
O/O OUT TO OUT
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OVER HEAD
OPNG OPENING
OPP OPPOSITE
OPP HD OPPOSITE HAND
OSB ORIENTED STRAND BOARD
OSL OUTSTANDING LEG
OVS OVERSIZE HOLE
PAF POWDER ACTUATED FASTENER
PC PRECAST
PL PLATE
PLF POUNDS PER LINEAR FOOT
PLYWD PLYWOOD
PNL PANEL
PROJ PROJECTION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
PTN PARTITION
R RADIUS
RD ROOF DRAIN
REF REFERENCE
REINF REINFORCE(D) (ING) (MENT)
REQ'D REQUIRED
REV REVISION/REVISED
RO ROUGH OPENING
RRD ROOF RELIEF DRAIN
RTN RETURN
RTU ROOF TOP UNIT
RW RETAINING WALL
SCHED SCHEDULE
SECT SECTION
SHT SHEET
SIM SIMILAR
SJ SAWCUT JOINT
SJI STEEL JOIST INSTITUTE
SL SLOPED
SPA SPACE(S)
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
SSL SHORT SLOTTED HOLES
STD STANDARD
STIFF STIFFENERS
STL STEEL
STRUCT STRUCTURAL
SYMM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TB TIE BEAM
TC TOP CHORD
TCX TOP CHORD EXTENSION
TEMP TEMPERATURE
TF TRENCH FOOTING
THK THICK
THKS THICKENED SLAB
THR'D THREADED
TL TOTAL LOAD
TOP'G TOPPING
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
w/WITH
WD WOOD
WO WINDOW OPENING (MASONRY)
WP WORKING POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
ELEVATION TOP AND BOTTOM OF LIST
T/"ELEVATION, TOP OF"
B/"ELEVATION, BOTTOM OF"
T/BB TOP OF BOND BEAM
T/BM TOP OF BEAM
T/CONC TOP OF CONCRETE
T/F TOP OF FOOTING
T/LDG TOP OF LEDGE
T/MAS TOP OF MASONRY
T/P TOP OF PIER
T/SLAB TOP OF SLAB
T/STL TOP OF STEEL
T/W TOP OF WALL
T/GB TOP OF GRADE BEAM
T/CAIS TOP OF CAISSON
B/PL BOTTOM OF PLATE
B/F BOTTOM OF FOOTING
SPECIAL CHARACTERS
°DEGREE
±PLUS OR MINUS
ELEVATION
Ø DIAMETER
AR ANCHOR RODS
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
ADH ADHESIVE
ADJ ADJACENT
AESS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AISI AMERICAN IRON AND
STEEL INSTITUTE
ALUM ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT
ARCH'L ARCHITECTURAL
ASTM AMERICAN SOCIETY OF
TESTING MATERIALS
AWS AMERICAN WELDING SOCIETY
L ANGLE
BAL BALANCE
BB BOND BEAM
B/B BACK TO BACK
BC BOTTOM CHORD
BD BOARD
BLDG BUILDING
BLK BLOCK
BLW BELOW
BM BEAM
BOTT BOTTOM
BP BEARING PLATE
BRDG BRIDGING
BRG BEARING
BRK BRICK
BS BOTH SIDES
BSMT BASEMENT
BTWN BETWEEN
BUC BUILT UP COLUMN
c CAMBER
C/C CENTER TO CENTER
CANT CANTILEVER
CAIS CAISSON
CFS COLD FORMED STEEL
CJ CONTROL AND/OR
CONSTRUCTION JOINT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COORD COORDINATE
COMP COMPACTED
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CTR CENTER
CTR'D CENTERED
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DL DEAD LOAD
DLT DEEP LEG TRACK
DO DITTO
DN DOWN
DTL DETAIL
DWG DRAWING
DWL DOWEL
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
ENG ENGINEER
ELEV ELEVATION
ELECT ELECTRICAL
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL
EQUIV EQUIVALENT
ES EACH SIDE
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F/FACE OF
FD FLOOR DRAIN
FDN FOUNDATION
FIN FINISH
FLR FLOOR
FLG FLANGE
FS FARSIDE
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GC GENERAL CONTRACTOR
GL GLULAM
GR GRADE
HC HOLLOW CORE
HD HOLD DOWN
HGT HEIGHT
HI HIGH
HK HOOK
HORIZ HORIZONTAL
HP HIGH POINT
HS HEADED STUD
HSS HOLLOW STRUCTURAL SECTION
ID INSIDE DIAMETER
IF INSIDE FACE
INFO INFORMATION
INT INTERIOR
INV INVERT
JST JOIST
JT JOINT
K KIP
KO KNOCK OUT
LB POUND
LDG LEDGE
LG LONG
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNTL LINTEL
LSL LONG SLOTTED HOLES
LONG LONGITUDINAL
LP LOW POINT
LVL LAMINATED VENEER LUMBER
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MBM METAL BUILDING MFR
MCJ MASONRY CONTROL JT
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MOM MOMENT
MSW MASONRY SHEAR WALL
MSL MEAN SEA LEVEL
MTL METAL
NO NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
ABBREVIATIONS LIST
CODES AND DESIGN CRITERIA
CD-1 CODES
Building Code:2012 International Building Code
Local Building Code: Indiana Building Code 2014
Code Standard: ASCE 7-10
Steel Standard: AISC 360-10 ASD
Steel Seismic Standard: AISC 341-10 ASD
Concrete Standard: ACI 318-11
Masonry Standard: TMS 402/602-11
Wood Standard: AITC/APA/NDS Current Ed.
Risk Category:II Normal Risk
Exposure Category: B
CD-2 ROOF LOADS Dead Live Snow
Typical Roof 10 psf 20 psf 20 psf
CD-3 SOILS
Soils Report:XXXX
Report Date:XXXX
Spread Wall
Allowable Bearing Pressure, qa: 2000 psf 2000 psf
Soil Density, yt: 125 pcf
Minimum Foundation Bearing Depth: 36 in
CD-4 SLAB ON GRADE
Compacted Fill Thickness 6 in
Compaction Specification: 93% Modified Proctor D-1557
CD-5 SNOW DESIGN CRITERIA
Ground Snow Load, Pg: 20 psf
Flat Roof Snow Load, Pf: 20 psf
Sloped Roof Snow Load, Ps: 13 psf
Minimum Snow, Pm: 20 psf
Importance Factor, Is: 1.0
Exposure Factor, Ce: 1.0 Partially
Thermal Factor, Ct: 1.0 Heated
Warm Slope Factor, Cs: 1.0
CD-6 WIND DESIGN CRITERIA
Ultimate Wind Speed, Vult: 115 mph
Design Wind Speed, Vasd: 90 mph
Enclosure Class: Enclosed
Internal Pressure Coefficient, GCpi: 0.18
Component & Cladding: See S-010 Loading Sheet
Roof Net Uplift: See S-010 Loading Sheet
CD-7 SEISMIC DESIGN CRITERIA
Importance Factor, Ie: 1.0
Ss:0.147
S1:0.082
SDS:0.118
SD1:0.093
Site Class:C
Seismic Design Category: B
Overstrength Factor, Ω: 1.25
Seismic Response Coefficient, CS: 0.078
Response Modification Coeff., R: 1.5
Unfactored Design Base Shear, V: 7.8% * W
Analysis Procedure: ELFA
Basic Seismic-Force-Resisting System: G. Cantilevered Column
6. Timber frames
ES-1 The actual existing structure configuration, member sizes, etc. has not been field verified.
ES-2 All existing structure indicated is for reference only.
ES-3 Field verify existing structure. If existing structure varies from configuration, sizes, etc.
from drawings, notify engineer of record immediately.
010002 EXISTING STRUCTURE NOTES
DE-1 All shoring shall be in place before demolition begins.
DE-2 It is the Contractor's responsibility to select the appropriate shoring system for the loads
and work indicated.
DE-3 Reactions and forces indicated for shoring are actual, working loads.
DE-4 If Drawings and specifications are in conflict, the most stringent restrictions and
requirements shall govern. Contractor shall bring all discrepancies to the attention of the
engineer immediately.
DE-5 Verify all existing conditions prior to any demolition, construction or fabrication. If different
than shown, notify engineer/architect immediately for modification of drawings.
DE-6 All contractors are required to coordinate their work with all disciplines to avoid conflicts.
The architectural, mechanical, electrical and plumbing aspects are not in the scope of
these drawings. Therefore, all required materials and work may not be indicated. It is the
contractor's responsibility to coordinate these drawings with all other construction
documents. Refer to architectural drawings for all dimensions not shown on these
drawings. Locations, sizes and numbers of all openings may not be completely indicated
in the structural drawings, the respective contractor shall verify their work with all other
disciplines.
DE-7 The contract documents represent the structure only. They do not indicate the method of
demolition, shoring or construction. The contractor shall provide all measures necessary
to protect the structure during demolition and construction. The Engineer of Record is not
responsible for the contractor's means, methods, techniques, sequences or safety
procedures during construction.
017900 DEMOLITION NOTES
SF-1 Soil to be stripped, compacted and tested in accordance with the recommendations of the
soils engineer and project specifications.
SF-2 Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill:
Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and
natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch
sieve and not more than 12 percent passing a No. 200 sieve.
SF-3 Slabs shall be placed on 6" compacted, free-draining, frost-free drainage course.
Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or
uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent
passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be
compacted to a minimum dry density of 95% of the standard Proctor maximum dry density
(ASTM-D698), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches
and excavations under the foundations or slabs shall meet the same requirements. See
soils investigation report for further recommendations.
SF-4 Undercutting of the soil for foundation and/or slab placement may be required. These
drawings do not indicate the entire scope of undercutting, fill or bad soil removal that may
be required to attain the design soil bearing pressures. It is the responsibility of the
contractor to obtain a soils investigation report, before bidding, to assess the extent of
excavation and compaction that may be required to meet the design criteria. The
contractor shall retain the services of a soils engineer to monitor all backfilling operations
and to inspect footing bearing material. A report certified by the soils engineer shall be
furnished to the architect/engineer verifying that all foundations were placed on a material
capable of sustaining the design bearing pressures.
SF-5 If dewatering is required, sumps shall not be placed within the foundation excavation.
SF-6 Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to
1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid
undermining foundations.
SF-7 No horizontal joints are permitted in any foundation. Vertical joints are permitted only in
wall footings.
SF-8 Shallow foundations may be earth-formed where the excavation permits. If earth-forming
is used, add 2" to the width and length of all foundations.
SF-9 The bottom of all foundations shall be a minimum of 36"depth below final grade.
SF-10 Contractor to perform soils test prior to construction.
020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES
RC-1 All concrete shall have the following 28 day compressive strengths:
STRENGTH LOCATION
4000 psi-6% AE Exterior slabs, piers, walls, columns, grade beams and concrete
exposed to freezing
RC-2 All reinforcing shall conform to the following concrete cover:
COVER LOCATION
2"Exterior Walls, All Piers & All Pilasters: All surfaces;
Exterior Slabs: Top; All exterior concrete
1 1/2"Interior beams & columns: All surfaces; All concrete not exposed
to weather or in contact with ground.
RC-3 Welded Wire Reinforcement (WWR) for slabs and fill for metal deck shall be placed in the
upper-third of the slab or fill. See details.
RC-4 All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315,
ACI 318 and CRSI MSP-1.
RC-5 All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together
and conform to ASTM A-615, Grade 60.
RC-6 Chamfer edges of exposed concrete 3/4", unless noted otherwise.
RC-7 Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete
poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare.
RC-8 All welded wire fabric shall conform to ASTM A1064, Fy(min) of 65 ksi. All welded wire
fabric laps shall be 8".
RC-9 All finished concrete, concrete formwork and falsework shall be in accordance with ACI
301. Contractor is solely responsible for the design and construction of all formwork,
falsework and shoring.
RC-10 Provide sleeves for all openings in grade beams or walls to totally separate pipe from
concrete.
RC-11 Foundations may be earth-formed where the excavation permits. If earth-forming is used,
add 2" to the width, length & thickness of all foundations.
RC-12 Plastic Vapor Retarder: ASTM E 1745, Class A, not less than 10 mils (0.25 mm) thick, see
specifications. Include manufacturer's recommended adhesive or pressure-sensitive joint
tape.
RC-13 Adhesive Anchors and Adhesives Used for Reinforcing Anchorage:
1.The adhesive anchor system used for post-installed anchorage to concrete shall
conform to the requirements of the most recently published ACI 355.4.
2.Adhesive anchors indicated are the Basis-of-Design. Approved equal meeting
ACI 355.4 is permitted.
3.Bulk-mixed adhesives are not permitted.
4.Anchors shall be supplied as an entire system with manufacturer's
recommendations adhered to.
5.Adhesive anchors shall be installed by qualified personnel trained to install
adhesive anchors.
6.Installation of adhesive anchors horizontally or upwardly inclined shall be
performed by personnel certified by the ACI/CRSI Adhesive Anchor Installer
Certification program.
7.Adhesive anchors installed in horizontal or upwardly inclined orientations shall
be continuously inspected during installation by an inspector specially approved
for that purpose.
RC-14 Bonding agent for bonding fresh concrete to hardened concrete: ASTM C 1059/C 1059M,
Type II, nonredispersible, acrylic emulsion or styrene butadiene.
033000 CAST IN PLACE CONCRETE NOTES
(Foundations, Slabs, & Walls)
WIND COMPONENT & CLADDING LOADS
Wall Description
ASCE 7 Figure
Zones +4/+5
Zone -4
Zone -5
Wall C&C Gross Strength Wind Pressures
Parapet C&C Gross Strength Wind Pressures
Parapet Description
ASCE 7 Figure
Zone 4P
Zone 5P
TYP
30.4-2A
18 psf
-25 psf
-29 psf
-29 psf
Roof C&C Gross Strength Wind Pressures
Roof Description
ASCE 7 Figure
Zones +1,+2,+3
Zone -1
Zone -2
Zone -3
5 psf
18 psf
-20 psf
-24 psf
-24 psf
Roof C&C Net Strength Wind Pressures
Net Dead Load
Zones +1,+2,+3
Zone -1
Zone -2
Zone -3
Overhang
30.4-2A
-44 psf
-44 psf
Overhang C&C Gross Strength Wind Pressures
Overhang Description
ASCE 7 Figure
Zone -2 OH
Zone -3 OH
-38 psf
-38 psf
Overhang C&C Net Strength Wind Pressures
Zone -2 OH
Zone -3 OH
Notes:
1. Pressure zones are shown on S-101 and in ASCE 7-10.
2. Pressures shown are +/- internal pressure.
3. (-) Pressure is suction perpendicular to surface.
4. (+) Pressure is perpendicular to surface.
10 ft
1.0
115 mph
C&C Wind Pressures Data:
A
Strength Load Factor
Wind Speed V (Ult)
W-1 Size, species and grade for sawn lumber shall be as follows. All lumber shall be grade-stamped:
Design Design Alternate Alternate
Size Species Grade Species Grade
2x4, 2x6 Spruce-Pine-Fir (SPF)No.1/No.2 Douglas Fir-Larch (North)No.1/No.2
2x8, 2x10, 2x12 Southern Pine (SP)No. 1 Douglas Fir-Larch No.1 & Better
4x4 and Larger Southern Pine (SP)No. 1 Douglas Fir-Larch No.1 & Better
W-2 All wood, connections, accessories, and erection shall be in conformance with the current edition of NFPA National
Design Specification.
W-3 All connectors shall be Simpson Strong-Tie, galvanized, unless otherwise approved by the EOR.
W-4 All bolts, washers and nuts shall be carbon steel, unless noted.
W-5 All nails to be common type.
W-6 All sill plates shall be treated with preservative treatment.
W-7 All exterior lumber permanently exposed to weather shall be pressure-treated.
W-8 Attach all sill plates to studs with (4) 8d common nails (toenail) or (2) 16d common nails (end nail).
W-9 Attach all top plates to studs with (2) 16d nails.
W-10 Comply with International Building Code Table 2304.9.1 for all fasteners not indicated.
W-11 See Wood Framed Wall Schedule and Shear Wall Schedule for additional fastening requirements.
W-12 Provide double joists under all non-load bearing walls.
W-13 Provide double joists and headers at all floor or roof openings exceeding typical sheathing span. Provide single
headers to support sheathing at edges of openings less than typical sheathing span.
061000 SAWN LUMBER NOTES
EW-1 All manufactured engineered wood listed as been designed using product data from Weyerhaeuser Corporation.
Engineered wood members supplied by other manufacturer's shall meet or exceed the criteria for the
designated Weyerhaeuser Corporation product for the span, spacing, and loads indicated in the construction
documents.
EW-2 All properties listed are for dry-use conditions.
EW-3 All connectors shall be manufactured by Simpson Strong-Tie Company.
EW-4 Contractor shall provide a complete installation of Manufactured engineered wood members, including but
not limited to, all blocking, stiffeners, and similar items.
EW-5 Manufactured engineered wood shall be designed by the supplier to meet the project requirements indicated
in the construction documents. Layout and design of members shall be signed and sealed by an Engineer
licensed to practice in the project state, and submitted to the SER for review.
EW-6 All engineered wood shall be commercial grade.
EW-7 All engineered wood permanently exposed to weather shall be pressure-treated, coated or sealed. Comply with
manufacture's recommendations.
LVL-1 Manufactured Laminated Veneer Lumber designated as LVL shall be supplied with the following minimum
material properties, for 12" depths:
Extreme Fiber Stress in Bending, Edgewise:2,600 psi
Extreme Fiber Stress in Shear, Horizontal:285 psi
Modulus of Elasticity, Edgewise:1,900,000 psi
PSL-1 Manufactured Parallel Strand Lumber designated as PSL shall be supplied with the following minimum
material properties, for 12" depths:
Extreme Fiber Stress in Bending, Edgewise:2,900 psi (Beam -2.0E Parallam PSL)
Extreme Fiber Stress in Bending, Edgewise:2,400 psi (Column -1.8E Parallam PSL)
Modulus of Elasticity, Edgewise:2,000,000 psi (Beam 2.0E)
Modulus of Elasticity, Edgewise:1,800,000 psi (Column 1.8E)
Extreme Fiber Stress in Shear, Horizontal:290 psi (Beam)
PSL-2 For all PSL members permanently or partially exposed to exterior conditions, provide the following:
PSL Parallam Plus Service Level SL2 AWPA Use Category UC3B
WIJ-1 Manufactured Wood I-Joists designated as Wood I-Joists shall be supplied to meet the minimum loading and
depth requirements as indicated on the drawings, and the following:
Floor Maximum Total Deflection Span / 360
Floor Maximum Live Deflection Span / 480
Roof Maximum Total Deflection Span / 240
Roof Maximum Live Deflection Span / 360
OWT-1 Manufactured Wood Open Web Trusses designated as Open Web Trusses shall be supplied to meet the
minimum loading and depth requirements as indicated on the drawings, and the following:
Floor Maximum Total Deflection Span / 360
Floor Maximum Live Deflection Span / 480
Roof Maximum Total Deflection Span / 240
Roof Maximum Live Deflection Span / 360
061101 ENGINEERED WOOD NOTES
WS-1 All wood structural panels shall be plywood conforming to DOC PS-1 or DOC PS-2, or, oriented-strand-board (OSB)
conforming to DOC PS-2. Sheathing shall meet the following minimum requirements, unless noted otherwise:
Roof:19/32", Exposure 1, Structural 1, Span Rating 40/20, Square Edge, Nailed
Floor:23/32", Exposure 1, Sturd-I-Floor, Span Rating 24" o.c., Tongue & Groove Edge, Glued and Nailed
Wall:15/32", Exposure 1, Structural 1, Span Rating 32/16, Square Edge,Nailed
WS-2 Floor structural panels shall be Combination Subfloor-Underlayment, uno.
WS-3 Roof structural panel joints shall be staggered. Provide panel clips for all roof sheathing.
WS-4 All structural panels shall have long dimension perpendicular to supports. Provide 1/8" gap for all sheathing joints.
WS-5 Space all nails 3/8" minimum from panel or supporting member edge. Nails to penetrate supporting members by
1-5/8" minimum.
WS-6 Edge of openings through roofs or walls shall be nailed per boundary nailing requirements indicated in typical detail.
WS-7 See architectural roof plan to establish all elevations, openings, equipment and other requirements not indicated on
structural drawings.
WS-8 All nails to be 10d common, unless noted otherwise. For fastening not indicated, comply with International Building
Code Table 2304.9.1.
WS-9 All structural panels permanently exposed to weather shall be pressure-treated.
WS-10 All fasteners to cold formed steel framing shall be screws in lieu of nails. See details for screw size and spacing
requirements.
061600 WOOD STRUCTURAL PANEL NOTES
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S0.01
GENERAL NOTES &
SCHEDULES
2021.055
09/23/2022
3850 Priority Way S Dr, #222
Indianapolis, IN 46240
www.Midwest-DesignGroup.com
COLUMN FOOTING SCHEDULE
Mark
Ftg Dimensions Bottom Reinforcing
RemarksWidth Length Thickness
Short Direction Long Direction
No Size Length No Size Length
F4.0 3' - 6" 3' - 6" 1' - 0" 5 #5 3' - 6" 5 #5 3' - 6" (2) TW O LAYERS, TOP AND BOTTOM
PIER SCHEDULE
Mark
Pier Size Vert Reinf Ties
RemarksWidth Length No Size Size Spa Tie Type
P1 1' - 6" 1' - 6" 8 #5 #3 0' - 6" T2
SLAB ON GRADE SCHEDULE
Mark Thickness Reinforcing
Control Jt
Depth
Reinf
Clearance
Control Jt
Spa
Vapor
Retarder
Sub-Base
Depth Remarks
SOG1 0' - 6" 6x6-W1.4xW1.4 WWF 0' - 1 1/2" 0' - 2" 10' - 0" NA 0' - 6"
061000 WALL COLUMN SCHEDULE (v1)
Mark
Member
Species Base Cap RemarksNo. of Size
C1 1 8x8 SPF NO.1 SIMPSON MPB88Z - SEE DETAILS
E-6
E-D
E-7E-5 E-8
2
3
4
5
A B
1
27' - 0"4' - 6"4' - 6"
7' - 6"12' - 0"7' - 6"5' - 1"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"VIF3' - 10"EX 24"X12" WALL FOOTING, VIF.
EX 8" MASONRY WALL
EX 24"X12" WALL FOOTING, VIF.
EX 8" MASONRY WALL
6
7 55' - 1"VIF3' - 10"-
---
P1
F4.0
C1
C1
P1
F4.0
C1
P1
F4.0
F4.0
SOG1
P1
C1
F4.0
P1
C1
F4.0
P1
C1
F4.0
P1
C1
F4.0
P1
C1
F4.0
P1
C1
F4.0
P1
C1
F4.0
P1
C1
F4.0
P1
C1
1
S5.01
3
S5.01
2
S5.01
SEE ARCH FOR
SLOPED SLAB
E-D
2
3
4
5
A B
1
55' - 1"4' - 1 3/4"5' - 1"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"1' - 4"EX W12X26 EX W12X26 EX W12X26
6
7
TRUSS T1(3)1 3/4x11 1/4(3)1 3/4x11 1/4(3) 2x12(3) 2x12(3) 2x12(3) 2x12(3) 2x12(3) 2x12(3) 2x12(3) 2x122x6 @ 1'-4" O.C.
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T3
DROP TRUSS
2x6 @ 1'-4" O.C.
2x6 @ 1'-4" O.C.
2x6 @ 1'-4" O.C.
2x6 @ 1'-4" O.C.
2x6 @ 1'-4" O.C.
19/32", Exposure 1, Structural 1,
Span Rating 40/20
TRUSS T2
1
S5.01
3' - 0"27' - 0"3' - 0"
13' - 6"13' - 6"PEAKBRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"BRG = + 9'-0 3/4"1
S5.01
1
S5.01
1
S5.01
1
S5.01
1
S5.01
1
S5.01
1
S5.01
8/128/12
8/128/12
6015 ORCHARD HILL LANE
P: 317.520.2558
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S1.02
FOUNDATION &
FRAMING PLAN
2021.055
09/23/2022
FOUNDATION PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
3. TOP OF FOOTING (T/F) -2'-0", UNO.
4. TOP OF PIER (T/P) -0'-0", UNO.
3850 Priority Way S Dr, #222
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www.Midwest-DesignGroup.com
1/4" = 1'-0"1 FOUNDATION PLAN
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
3. COORDINATE DECK AND SLAB OPENINGS -EXACT SIZE AND LOCATION, WITH
MECHANICAL AND PLUMBING CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
4. TRUSS BEARING, BRG = +10'-0", UNO.
1/4" = 1'-0"2 FRAMING PLAN
T.O. Level 1
10' -0"
A B
T.O. Level 2
21' -9 1/4"
27' - 0"
-
---
3' - 0"
16' - 6"16' - 6"
(3) 2x10(3) 2x6(3) 2x6 (3) 2x6(3) 2x10(3) 2x10(3) 2x6(3) 2x6C1
C1
(3)1 3/4x11 1/4 (3)1 3/4x11 1/4
3' - 0"13' - 6"13' - 6"3' - 0"
5' - 3"8' - 3"8' - 3"5' - 3"
S5.01
12
S5.01
13
S5.01
14
S5.01
8
T.O. Level 1
10' -0"
A B
T.O. Level 2
21' -9 1/4"
(3) 2x10(3) 2x6(3) 2x6 (3) 2x6(3) 2x10(3) 2x10(3) 2x6(3) 2x6C1C1
27' - 0"
13' - 6"13' - 6"3' - 0"3' - 0"0' - 9 1/4"0' - 9 1/4"5' - 3"8' - 3"8' - 3"5' - 3"
S5.01
7
S5.01
12
Sim
S5.01
13
Sim
S5.01
14
Sim
T.O. Level 1
10' -0"
A B
T.O. Level 2
21' -9 1/4"
5' - 3"8' - 3"8' - 3"5' - 3"
27' - 0"
3' - 0"13' - 6"13' - 6"3' - 0"
(3) 2x10(3) 2x6(3) 2x6 (3) 2x6(3) 2x10(3) 2x10(3) 2x6(3) 2x6(3)1 3/4x11 1/4(3)1 3/4x11 1/4 11' - 9 1/4"11' - 0"0' - 9 1/4"5' - 11 5/8"5' - 9 5/8"S5.01
9 S5.01
12
Sim
S5.01
13
Sim
S5.01
14
Sim
T.O. Level 1
10' -0"
A B
T.O. Level 2
21' -9 1/4"
27' - 0"
5' - 8 3/8"7' - 9 5/8"7' - 9 5/8"5' - 8 3/8"
3' - 0"13' - 6"13' - 6"3' - 0"
(3) 2x10(3) 2x6(3) 2x6 (3) 2x6(3) 2x10(3) 2x10
(3) 2x6(3) 2x6ROOF SHEATHING
-SEE PLAN
ROOF PURLINS
-SEE PLAN
S5.01
10
S5.01
12
Sim
S5.01
13
Sim
S5.01
14
Sim
6015 ORCHARD HILL LANE
P: 317.520.2558
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DATE:
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SHEET NUMBER:
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ISSUE:
# DATE: DESCRIPTION:
STAMP:100% CONSTRUCTION DOCUMENTSMAJESTIC CARENEW CANOPY12999 Pennsylvania St.Carmel, IN 46032100% CD'S
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S3.01
BUILDING SECTIONS
2021.055
09/23/2022
3850 Priority Way S Dr, #222
Indianapolis, IN 46240
www.Midwest-DesignGroup.com
SECTION NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
3/8" = 1'-0"1 T1 ELEVATION AT CANT.
3/8" = 1'-0"2 T1 ELEVATION TYP
SECTION NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
3/8" = 1'-0"3 T2 ELEVATION
SECTION NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
3/8" = 1'-0"4 T3 ELEVATION
SECTION NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
#5 CONT
(2) #5 CONT , BOTT
GRANULAR FILL
CONC SLAB
8" 3' - 0"0' - 8"
NEW CONC SLAB
EXISTING CONC SLAB
COAT WITH BONDING AGENT
NEW CONC SLAB
#5x1'-8"@12" w/ HILTI
HIT-HY200
T/SLAB
+(SEE PLAN)
COLUMN
CONC PIER
PIER VERT
REINF SEE
SCHEDULE
CONC FOOTING
T/P
+(SEE PLAN)
T/F
+(SEE PLAN)0' - 2"0' - 2"0' - 3"#3 TIES @ 12" OC1' - 10"1' - 10"SEE PLAN
SEE PLANPIER VERT
REINF SEE
SCHEDULE
TIE
A
SECTION ACLR0' - 2"SIMPSON MPB88Z
NOTES:
1. SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE
BLADE DOES NOT DISLODGE AGGREGATE, AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. COMPLETE SAWCUTTING
BEFORE SHRINKAGE STRESSES BECOME SUFFICIENT TO PRODUCE CRACKING.
2. CURLING OF THE SLAB ON GRADE WILL OCCUR AT CONTROL JOINT LOCATIONS. FOR SLABS WITH FLOOR COVERINGS,
GRINDING MAY BE REQUIRED FOR PROPER INSTALLATION OF FLOOR COVERING.
3. LAYOUT CONTROL JOINT LOCATIONS BEFORE SLAB CONSTRUCTION AND DISCONTINUE ANY SLAB REINFORCING AT
JOINTS.PLANSEESEE TYPICAL SLAB ON GRADE CONSTRUCTION
DETAIL(S) FOR BELOW SLAB REQUIREMENTS
1/4" MAXIMUM JT WIDTH
THKNS / 4CONTINUOUS SAWCUT CONTROL
JOINT (SEE NOTES 1 AND 2)
-10'-0" O.C. EACH WAY MAX.
T/SLAB PLANSEET/SLAB
TYP SLAB CONSTRUCTION JT
TYP SLAB CONTROL JT
1/2" DIA. x 1'-4" SMOOTH BAR
w/ ONE END GREASED @ 16" O.C.
LOCATED @ MID-HEIGHT OF SLAB
& PERPENDICULAR TO JOINT
DCONC SLAB
COMPACTED SUB GRADE
COMPACTED GRANULAR
FILL
4x8 SHEATHING
SHEAR WALL
SEE PLAN
WD ROOF OR
FLOOR FRAMING
MEMBER
PERIMETER
BLOCKING OR
WALL BELOW
SHEATHIN
G EDGES
PANEL CLIPS BTWN
SUPPORTS (TYP)
NAILING SCHEDULE
LOCATION FASTENING REMARKS
1 EDGE 10d @ 6" OC
2 FIELD
3 SHEAR WALL
10d @ 12" OC
(2) 10d @ 6" OC
1
3
2
UNBLOCKED DIAPHRAM
PERIMETER
BLOCKING OR
WALL BELOW
SHEATHING
BLOCKING BETWEEN
EVERY OTHER
OUTLOOKER
2x6 OUTLOOKERS
@ 1'-4" OC
SIMPSON
A34, TYP
HOLD DOWN
TRUSS @ GABLE
END
TRUSSES
SIMPSON
LU26, TYP
SEE ARCH
TRUSS
-ROOF JOIST NOT
SHOWN FOR CLARITY
COLUMN
2x10 xCONT.
FACIA BOARD
-
---
3 1/2"
3"3"
3 1/2"
1 1 /2 "3 "3 "1 1 /2 "3 1 /2 "3 1 /2 "1 1 /2 "3"3"3"4 1/2"7 1/4"
1' - 1"33.69°9 1/4"9 1/4"
℄BOLT & MEMBER℄BOLT & M EM BER2 1/4"
2 3/4"
2 1/4"
0' - 7 1/4"1 1/2"3"3"COLUMN
5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.
1/4 TYP.
1/4 TYP.
SADDLE PL 3/8",
(2) 0'-7 1/4"x0'-7 1/2"
(1) 0'-7 1/4"x0'-7 1/4"
SIMPSON
HUCQ210-3-SDS
4"
SECTION
COLUMN
2x10 xCONT.
FACIA BOARD
TRUSS
-ROOF JOIST NOT
SHOWN FOR CLARITY
5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.
1/4 TYP.
1/4 TYP.
SADDLE PL 3/8",
(2) 0'-7 1/4"x0'-5"
(1) 0'-7 1/4"x0'-7 1/4"
1 1 /2 "3 1 /2 "3 1 /2 "1 1 /2 "7 1/4"9 1/4"
1 1 /2 "3 "3 "3 1/2"
3"3"
3 1/2"1' - 1"2"3"2"3"2"3"1/4 TYP.3"3"3"9 1/4"3"3"SADDLE PL 3/8",
(2) 0'-8"x0'-5"
(1) 0'-8"x0'-8"
4"
℄BOLT & MEMBER℄BOLT & M EM BERSECTION
2x10 xCONT.
FACIA BOARD 9 1/4
"7 1/4
"
1 1 /2 "3 "3 "1 1 /2 "3 1 /2 "3 1 /2 "1 1 /2 "3 1/2"
3"3"
3 1/2"
TRUSS
-ROOF JOIST NOT
SHOWN FOR CLARITY
5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.
1/4 TYP.
SADDLE PL 3/8",
(2) 0'-8"x0'-5"
(1) 0'-8"x0'-8"
1/4 TYP.4"3"3"3"3"3"9 1/4"4 1/2"2"3"3"3"2"
℄BOLT & MEMBER℄BOLT & M EM BERSECTION
SHEATHING 2x6 @ 1'-4" OC
TRUSS TRUSS
SIMPSON
LU26, TYP
℄BOLT & MEMBER℄BO LT & M EM BER℄BOLT & MEMBER℄BOLT & MEMBER 5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.
2 "3 "3 "1 1/2"3"3"1 1/2"
3"
3"
1' - 8"
4"3"3"3"3"4"℄BO LT & M EM BER℄BOLT & MEMBER
℄BOLT & MEMBER3"3"1 1/2"1 1 /2 "3 "1 1/2"
3"
5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.
5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.℄BOLT & M EM BER℄BOLT & MEMBER
1 1/2"
3"
3"
1 1 /2 "3 1 /2 "3 1 /2 "1 1 /2 "9 1/4
"7 1/4
"
COLUMN
2x10 xCONT.
FACIA BOARD
℄BOLT & MEMBER℄BO LT & M EM BER3"3"4"3"1' - 1"3 1/2"
3"3"
3 1/2"
1 1 /2 "3 "3 "1 1 /2 "3 1 /2 "3 1 /2 "1 1 /2 "7 1/4
"9 1/4
"
TRUSS
-ROOF JOIST NOT
SHOWN FOR CLARITY
5/8" DIA. THRU
BOLT, TYP.
PL 3/8" THICK
EA FACE, TYP.
1/4 TYP.
1/4 TYP.
SADDLE PL 3/8",
(2) 0'-7 1/4"x0'-7 1/2"
(1) 0'-7 1/4"x0'-7 1/4"
SIMPSON
HUCQ210-3-SDS
6
S5.01
2"3"3"SECTION
6015 ORCHARD HILL LANE
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S5.01
TYPICAL SECTIONS
AND DETAILS
2021.055
09/23/2022
3850 Priority Way S Dr, #222
Indianapolis, IN 46240
www.Midwest-DesignGroup.com
3/4" = 1'-0"1 TYP TURNED DOWN SLAB SECTION
3/4" = 1'-0"2 TYPICAL SECTION @ ENTRY
3/4" = 1'-0"3 TYPICAL PIER ELEVATION
1" = 1'-0"4 TYPICAL SLAB ON GRADE
3/4" = 1'-0"5 ROOF/FLR NAILING PATTERN
3/4" = 1'-0"6 SECTION
3/4" = 1'-0"7 SECTION
3/4" = 1'-0"8 SECTION
3/4" = 1'-0"9 SECTION
3/4" = 1'-0"11 SECTION
3/4" = 1'-0"12 SECTION
3/4" = 1'-0"13 SECTION
3/4" = 1'-0"14 SECTION
3/4" = 1'-0"10 SECTION
6015 ORCHARD HILL LANE
P: 317.520.2558
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DATE:
DRAWING TITLE:
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ISSUE:
# DATE: DESCRIPTION:
STAMP:100% CONSTRUCTION DOCUMENTSMAJESTIC CARENEW CANOPY12999 Pennsylvania St.Carmel, IN 46032100% CD'S
09/23/22
S8.01
SHEET SPECS
2021.055
09/23/2022
3850 Priority Way S Dr, #222
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www.Midwest-DesignGroup.com
SECTION 033000 -CAST-IN-PLACE CONCRETE
1.1 SUMMARY
A.Section includes cast-in-place concrete for building, including formwork, reinforcement,
concrete materials, mixture design, placement procedures, and finishes.
B.Related Requirements:
1.Section 312000 "Earth Moving" for drainage fill under slabs-on-grade.
1.2 ACTION SUBMITTALS
A.Product Data: For each type of product.
B.Design Mixtures: For each concrete mixture.
C.Steel Reinforcement Shop Drawings: Placing Drawings that detail fabrication, bending,
and placement.
D.Construction Joint Layout: Indicate proposed construction joints required to construct the
structure. Location of construction joints is subject to approval of the Architect
1.3 INFORMATIONAL SUBMITTALS
A.Material certificates.
B.Material test reports.
C.Floor surface flatness and levelness measurements indicating compliance with specified
tolerances.
1.4 QUALITY ASSURANCE
A.Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete
products and that complies with ASTM C 94/C 94M requirements for production facilities and
equipment.
1.Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete
Production Facilities."
B.Testing Agency Qualifications: An independent agency, qualified according to
ASTM C 1077 and ASTM E 329 for testing indicated.
C.Preconstruction Testing Service: Engage a qualified testing agency to perform
preconstruction testing on concrete mixtures.
1.5 FIELD CONDITIONS
A.Cold-Weather Placement: Comply with ACI 306.1.
1.Do not use calcium chloride, salt, or other materials containing antifreeze agents or
chemical accelerators unless otherwise specified and approved in mixture designs.
B.Hot-Weather Placement: Comply with ACI 301 (ACI 301M).
1.6 CONCRETE, GENERAL
A.ACI Publications: Comply with the following unless modified by requirements in the
Contract Documents:
1.ACI 301 (ACI 301M).
2.ACI 117 (ACI 117M).
1.7 FORM-FACING MATERIALS
A.Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true,
and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.
B.Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.
Provide lumber dressed on at least two edges and one side for tight fit.
1.8 STEEL REINFORCEMENT
A.Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.
B.Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and
fastening reinforcing bars and welded-wire reinforcement in place. Manufacture bar supports from
steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice."
1.9 CONCRETE MATERIALS
A.Cementitious Materials:
1.Portland Cement: ASTM C 150/C 150M, Type I/II, gray.
2.Fly Ash: ASTM C 618, Class F or C.
B.Normal-Weight Aggregates: ASTM C 33/C 33M, graded.
1.Maximum Coarse-Aggregate Size: 1 inch (25 mm) nominal.
2.Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C.Air-Entraining Admixture: ASTM C 260/C 260M.
D.Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures
and that do not contribute water-soluble chloride ions exceeding those permitted in hardened
concrete. Do not use calcium chloride or admixtures containing calcium chloride.
1.Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
2.Retarding Admixture: ASTM C 494/C 494M, Type B.
3.Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.
4.Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.
E.Water: ASTM C 94/C 94M and potable.
1.10 WATERSTOPS
A.Flexible PVC Waterstops: CE CRD-C 572, for embedding in concrete to prevent passage
of fluids through joints. Factory fabricate corners, intersections, and directional changes.
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to the following:
a.Sika Greenstreak; Sika Greenstreak PVC Waterstop.
2.Profile: Ribbed with center bulb.
3.Dimensions: 6 inches by 3/8 inch thick (150 mm by 10 mm thick); nontapered.
B.Self-Expanding Butyl Strip Waterstops: Manufactured rectangular or trapezoidal strip,
butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to
concrete, 3/4 by 1 inch (19 by 25 mm).
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to the following:
a.CETCO, a Minerals Technologies company; Waterstop-RX-101.
1.11 VAPOR RETARDERS
A.Sheet Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended
adhesive or pressure-sensitive tape.
1.Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to the following:
a.Stego Industries, LLC; Stego Wrap 10 mil Class A.
1.12 CURING MATERIALS
A.Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for
application to fresh concrete.
1.Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to the following:
a.Dayton Superior; AquaFilm Concentrate J74.
B.Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf,
weighing approximately 9 oz./sq. yd. (305 g/sq. m) when dry.
C.Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene
sheet.
D.Water: Potable.
E.Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1,
Class B, 18 to 25 percent solids, nondissipating,certified by curing compound manufacturer to not
interfere with bonding of floor covering.
1.Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to the following:
a.Dayton Superior; Cure & Seal 1315 J22 WB.
F.Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315,
Type 1, Class A.
1.Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to the following:
a.Dayton Superior; Cure & Seal 1315 EF.
1.13 RELATED MATERIALS
A.Expansion-and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic
fiber.
B.Bonding Agent: ASTM C 1059/C 1059M, Type II, nonredispersible, acrylic emulsion or
styrene butadiene.
1.14 REPAIR MATERIALS
A.Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be
applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to match
adjacent floor elevations.
1.Cement Binder: ASTM C 150/C 150M, portland cement or hydraulic or blended hydraulic
cement as defined in ASTM C 219.
2.Primer: Product of underlayment manufacturer recommended for substrate, conditions,
and application.
3.Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as
recommended by underlayment manufacturer.
4.Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested
according to ASTM C 109/C 109M.
B.Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be
applied in thicknesses from 1/4 inch (6.4 mm) and that can be filled in over a scarified surface to
match adjacent floor elevations.
1.Cement Binder: ASTM C 150/C 150M, portland cement or hydraulic or blended hydraulic
cement as defined in ASTM C 219.
2.Primer: Product of topping manufacturer recommended for substrate, conditions, and
application.
3.Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as
recommended by topping manufacturer.
4.Compressive Strength: Not less than 5000 psi (34.5 MPa) at 28 days when tested
according to ASTM C 109/C 109M.
SECTION 033000 -CAST-IN-PLACE CONCRETE
1.15 CONCRETE MIXTURES, GENERAL
A.Prepare design mixtures for each type and strength of concrete, proportioned on the basis
of laboratory trial mixture or field test data, or both, according to ACI 301 (ACI 301M).
B.Cementitious Materials: Limit percentage, by weight, of cementitious materials other than
portland cement in concrete as follows:
1.Fly Ash: 15 percent.
a.Do not use fly ash in flatwork.
C.Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of
cement.
D.Admixtures: Use admixtures according to manufacturer's written instructions.
1.Use water-reducing or plasticizing admixture in concrete, as required, for placement and
workability.
2.Use water-reducing and -retarding admixture when required by high temperatures, low
humidity, or other adverse placement conditions.
3.Use water-reducing admixture in pumped concrete and concrete with a w/c ratio below
0.50.
1.16 CONCRETE MIXTURES FOR BUILDING ELEMENTS
A.Footings: Normal-weight concrete.
1.Minimum Compressive Strength: 3000 psi (20.7 MPa) at 28 days.
2.Maximum W/C Ratio: .56.
3.Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).
B.Foundation Walls, Piers and Elements Exposed to Freezing & Thawing: Normal-weight
concrete.
1.Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days.
2.Maximum W/C Ratio: 0.45.
3.Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).
4.Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-inch (25-mm)
nominal maximum aggregate size.
C.Interior Slabs-on-Grade and Fill for Metal Deck: Normal-weight concrete.
1.Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days.
2.Maximum W/C Ratio: 0.45.
3.Minimum Cementitious Materials Content: 564 lb/cu. yd.
4.Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).
5.Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.
1.17 FABRICATING REINFORCEMENT
A.Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
1.18 CONCRETE MIXING
A.Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to
ASTM C 94/C 94M, and furnish batch ticket information.
1.When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and
delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C),
reduce mixing and delivery time to 60 minutes.
1.19 FORMWORK INSTALLATION
A.Design, erect, shore, brace, and maintain formwork, according to ACI 301 (ACI 301M), to
support vertical, lateral, static, and dynamic loads, and construction loads that might be applied,
until structure can support such loads.
B.Construct formwork so concrete members and structures are of size, shape, alignment,
elevation, and position indicated, within tolerance limits of ACI 117 (ACI 117M).
C.Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as
follows:
1.Class A, 1/8 inch (3.2 mm) for smooth-formed finished surfaces.
2.Class D, 1 inch (25 mm) for rough-formed finished surfaces.
D.Chamfer exterior corners and edges of permanently exposed concrete.
1.20 EMBEDDED ITEM INSTALLATION
A.Place and secure anchorage devices and other embedded items required for adjoining
work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates,
diagrams, instructions, and directions furnished with items to be embedded.
B.Install anchor rods, accurately located, to elevations required and complying with
tolerances in Section 7.5 of AISC 303.
1.21 VAPOR-RETARDER INSTALLATION
A.Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to
ASTM E 1643 and manufacturer's written instructions.
1.Lap joints 6 inches (150 mm) and seal with manufacturer's recommended tape.
1.22 STEEL REINFORCEMENT INSTALLATION
A.General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and
supporting reinforcement.
1.Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
B.Install welded-wire reinforcement in longest practicable lengths on bar supports spaced to
minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps
of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire.
1.23 JOINTS
A.General: Construct joints true to line with faces perpendicular to surface plane of
concrete.
B.Construction Joints: Install so strength and appearance of concrete are not impaired, at
locations indicated or as approved by Architect.
1.Use a bonding agent at locations where fresh concrete is placed against hardened or
partially hardened concrete surfaces.
C.Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning
concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-
fourth of concrete thickness as follows:
1.Sawed Joints: Form contraction joints with power saws equipped with shatterproof
abrasive or diamond-rimmed blades. Cut 1/8-inch-(3.2-mm-) wide joints into concrete when
cutting action does not tear, abrade, or otherwise damage surface and before concrete develops
random contraction cracks.
D.Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab
junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and
other locations, as indicated.
1.24 WATERSTOP INSTALLATION (IF REQUIRED)
A.Waterstops: Install in construction joints and at other locations indicated, according to
manufacturer's written instructions.
1.25 CONCRETE PLACEMENT
A.Before placing concrete, verify that installation of formwork, reinforcement, and embedded
items is complete and that required inspections are completed.
B.Deposit concrete continuously in one layer or in horizontal layers of such thickness that no
new concrete is placed on concrete that has hardened enough to cause seams or planes of
weakness. If a section cannot be placed continuously, provide construction joints as indicated.
Deposit concrete to avoid segregation.
1.Consolidate placed concrete with mechanical vibrating equipment according to ACI 301
(ACI 301M).
1.26 FINISHING FORMED SURFACES
A.Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie
holes and defects repaired and patched. Remove fins and other projections that exceed specified
limits on formed-surface irregularities.
1.Apply to concrete surfaces not exposed to public view.
B.Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material,
arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie
holes and defects. Remove fins and other projections that exceed specified limits on formed-
surface irregularities.
1.Apply to concrete surfaces exposed to public view, or to be covered with a coating or
covering material applied directly to concrete.
C.Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed
surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent
formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent
unformed surfaces unless otherwise indicated.
1.27 FINISHING FLOORS AND SLABS
A.General: Comply with ACI 302.1R recommendations for screeding, restraightening, and
finishing operations for concrete surfaces. Do not wet concrete surfaces.
B.Float Finish: Consolidate surface with power-driven floats or by hand floating if area is
small or inaccessible to power-driven floats. Restraighten, cut down high spots, and fill low spots.
Repeat float passes and restraightening until surface is left with a uniform, smooth, granular
texture.
1.Apply float finish to surfaces to receive trowel finish and to be covered with fluid-applied or
sheet waterproofing, built-up or membrane roofing, or sand-bed terrazzo.
C.Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by
hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of
trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would
telegraph through applied coatings or floor coverings.
1.Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring,
carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish
coating system.
2.Finish surfaces to the following tolerances, according to ASTM E 1155 (ASTM E 1155M),
for a randomly trafficked floor surface:
a.Specified overall values of flatness, F(F)45; and of levelness, F(L)35; with
minimum local values of flatness, F(F)30; and of levelness, F(L)24.
D.Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or
quarry tile is to be installed by either thickset or thinset method. While concrete is still plastic,
slightly scarify surface with a fine broom.
1.Comply with flatness and levelness tolerances for trowel-finished floor surfaces.
E.Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and
elsewhere as indicated.
1.Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-
bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect
before application.
SECTION 033000 -CAST-IN-PLACE CONCRETE
1.28 CONCRETE PROTECTING AND CURING
A.General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 (ACI 301M) for hot-
weather protection during curing.
B.Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot,
dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq.m x h) before
and during finishing operations. Apply according to manufacturer's written instructions after
placing, screeding, and bull floating or darbying concrete, but before float finishing.
C.Formed Surfaces: Cure formed concrete surfaces, including underside of beams,
supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after
loosening forms. If removing forms before end of curing period, continue curing for remainder of
curing period.
D.Cure concrete according to ACI 308.1, by the following method(s):
1.Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within
three hours after initial application. Maintain continuity of coating and repair damage during curing
period.
a.Removal: After curing period has elapsed, remove curing compound without
damaging concrete surfaces by method recommended by curing compound
manufacturer unless manufacturer certifies curing compound does not interfere with
bonding of floor covering used on Project.
2.Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a
continuous operation by power spray or roller according to manufacturer's written instructions.
Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process
24 hours later and apply a second coat. Maintain continuity of coating and repair damage during
curing period.
a.Apply to all slabs to remain permanently exposed to view.
1.29 CONCRETE SURFACE REPAIRS
A.Defective Concrete: Repair and patch defective areas when approved by Architect.
Remove and replace concrete that cannot be repaired and patched to Architect's approval.
1.30 FIELD QUALITY CONTROL
A.Testing Agency: Engage a qualified testing and inspecting agency to perform tests and
inspections and to submit reports.
B.Inspections:
1.Steel reinforcement placement.
2.Headed bolts and studs.
3.Verification of use of required design mixture.
4.Concrete placement, including conveying and depositing.
5.Curing procedures and maintenance of curing temperature.
C.Concrete Tests: Testing of composite samples of fresh concrete obtained according to
ASTM C 172/C 172M shall be performed according to the following requirements:
1.Testing Frequency: Obtain one composite sample for each day's pour of each concrete
mixture exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for each
additional 50 cu. yd. (38 cu. m) or fraction thereof.
a.When frequency of testing provides fewer than five compressive-strength tests
for each concrete mixture, testing shall be conducted from at least five randomly selected
batches or from each batch if fewer than five are used.
2.Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample,
but not less than one test for each day's pour of each concrete mixture. Perform additional tests
when concrete consistency appears to change.
3.Air Content: ASTM C 231/C 231M, pressure method, for normal-weight concrete;one test
for each composite sample, but not less than one test for each day's pour of each concrete
mixture.
4.Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is
40 deg F (4.4 deg C) and below or 80 deg F (27 deg C) and above, and one test for each
composite sample.
5.Compression Test Specimens: ASTM C 31/C 31M.
D.Cast and laboratory cure two sets of two standard cylinder specimens for each composite
sample.
SECTION 061600 -SHEATHING
1.1 SUMMARY
A.Section Includes:
1.Wall sheathing.
2.Roof sheathing.
3.Parapet sheathing.
4.Subflooring.
1.2 ACTION SUBMITTALS
A.Product Data: For each type of process and factory-fabricated product.
1.3 DELIVERY, STORAGE, AND HANDLING
A.Stack panels flat with spacers beneath and between each bundle to provide air
circulation. Protect sheathing from weather by covering with waterproof sheeting, securely
anchored. Provide for air circulation around stacks and under coverings.
1.4 WOOD PANEL PRODUCTS
A.Thickness: As needed to comply with requirements specified, but not less than thickness
indicated.
B.Factory mark panels to indicate compliance with applicable standard.
1.5 WALL SHEATHING AND PARAPET SHEATHING
A.Plywood Sheathing: , Exposure 1 sheathing.
B.Oriented-Strand-Board Sheathing: DOC PS 2, Exposure 1 sheathing (unless noted
otherwise).
1.6 ROOF SHEATHING
A.Plywood Sheathing: , Exposure 1 sheathing (unless noted otherwise).
B.Oriented-Strand-Board Sheathing: DOC PS 2, Exposure 1 sheathing (unless noted
otherwise).
1.7 SUBFLOORING (IF INDICATED)
A.Plywood Subflooring: , Exposure 1, Structural I single-floor panels or sheathing.
B.Oriented-Strand-Board Subflooring: DOC PS 2, Exposure 1,Structural I sheathing.
1.8 FASTENERS
A.General: Provide fasteners of size and type indicated that comply with requirements
specified in this article for material and manufacture.
1.For roof, parapet and wall sheathing, provide fasteners with hot-dip zinc coating
complying with ASTM A 153/A 153M.
1.9 INSTALLATION, GENERAL
A.Do not use materials with defects that impair quality of sheathing or pieces that are too
small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that
pieces do not span between fewer than three support members.
B.Cut panels at penetrations, edges, and other obstructions of work; fit tightly against
abutting construction unless otherwise indicated.
C.Securely attach to substrate by fastening as indicated, complying with the following:
1.Table 2304.9.1, "Fastening Schedule," in the ICC's International Building Code.
2.ICC-ES evaluation report for fastener.
D.Coordinate wall, parapet and roof sheathing installation with flashing and joint-sealant
installation so these materials are installed in sequence and manner that prevent exterior moisture
from passing through completed assembly.
E.Do not bridge building expansion joints; cut and space edges of panels to match spacing
of structural support elements.
1.10 WOOD STRUCTURAL PANEL INSTALLATION
A.General: Comply with applicable recommendations in APA Form No.E30, "Engineered
Wood Construction Guide," for types of structural-use panels and applications indicated.
B.Fastening Methods: Fasten panels as indicated below:
1.Subflooring:
a.Nail to wood framing.
b.Screw to cold-formed metal framing.
c.Space panels 1/8 inch (3 mm) apart at edges and ends.
2.Wall and Roof Sheathing:
a.Nail to wood framing.
b.Screw to cold-formed metal framing.
c.Space panels 1/8 inch (3 mm) apart at edges and ends.
SECTION 061000 -ROUGH CARPENTRY
1.1 SUMMARY
A.Section Includes:
1.Framing with dimension lumber.
2.Framing with engineered wood products.
3.Rooftop equipment bases and support curbs.
4.Wood blocking and nailers.
5.DEFINITIONS
B.Boards or Strips: Lumber of less than 2 inches nominal (38 mm actual) size in least
dimension.
C.Dimension Lumber: Lumber of 2 inches nominal (38 mm actual) size or greater but less
than 5 inches nominal (114 mm actual) size in least dimension.
D.Exposed Framing: Framing not concealed by other construction.
E.OSB: Oriented strand board.
F.Timber: Lumber of 5 inches nominal (114 mm actual) size or greater in least dimension.
1.2 ACTION SUBMITTALS
A.Product Data: For each type of process and factory-fabricated product.
1.3 INFORMATIONAL SUBMITTALS
A.Evaluation Reports: For the following, from ICC-ES:
1.Wood-preservative-treated wood.
2.Engineered wood products.
3.Power-driven fasteners.
4.Post-installed anchors.
5.Metal framing anchors.
6.DELIVERY, STORAGE, AND HANDLING
B.Stack wood products flat with spacers beneath and between each bundle to provide air
circulation. Protect wood products from weather by covering with waterproof sheeting, securely
anchored. Provide for air circulation around stacks and under coverings.
1.4 WOOD PRODUCTS, GENERAL
A.Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading
agency is indicated, comply with the applicable rules of any rules-writing agency certified by the
ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to
inspect and grade lumber under the rules indicated.
1.Factory mark each piece of lumber with grade stamp of grading agency.
2.Dress lumber, S4S, unless otherwise indicated.
B.Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated.
C.Engineered Wood Products (if indicated): Acceptable to authorities having jurisdiction and
for which current model code research or evaluation reports exist that show compliance with
building code in effect for Project.
1.Allowable design stresses, as published by manufacturer, shall meet or exceed
those indicated. Manufacturer's published values shall be determined from empirical data
or by rational engineering analysis and demonstrated by comprehensive testing
performed by a qualified independent testing agency.
2.WOOD-PRESERVATIVE-TREATED LUMBER
D.Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior
construction not in contact with ground, Use Category UC3b for exterior construction not in contact
with ground, and Use Category UC4a for items in contact with ground.
1.Preservative Chemicals: Acceptable to authorities having jurisdiction and
containing no arsenic or chromium.
E.Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use
material that is warped or that does not comply with requirements for untreated material.
F.Mark lumber with treatment quality mark of an inspection agency approved by the ALSC
Board of Review.
G.Application: Treat items indicated on Drawings, and the following:
1.Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and
similar members in connection with roofing, flashing, vapor barriers, and waterproofing.
2.Wood sills, sleepers, blocking, and similar concealed members in contact with
masonry or concrete.
3.Wood framing and furring attached directly to the interior of below-grade exterior
masonry or concrete walls.
4.Wood floor plates that are installed over concrete slabs-on-grade.
5.DIMENSION LUMBER FRAMING
H.Partitions:
1.Application: Exterior walls, Load-Bearing Interior Walls, Joists and Shear Walls.
2.Size:2x4 and 2x6.
3.Species:
a.Hem-fir (north); NLGA. No.1 / No. 2 Grade.
b.Southern pine; SPIB. No. 1 Grade.
c.Douglas fir-larch; WCLIB or WWPA. No. 2 Grade.
d.Southern pine or mixed southern pine; SPIB. No. 1 Grade.
e.Spruce-pine-fir; NLGA. No.1 / No. 2 Grade.
f.Douglas fir-south; WWPA. No. 1 Grade.
g.Hem-fir; WCLIB or WWPA. No.1 & Better Grade.
h.Douglas fir-larch (north); NLGA. No. 1 & Better Grade.
i.Headers, Beams, Joists, Rafters, Studs, and Other Framing Not Listed
Above:
4.Size:2x8 and larger.
5.Species:
a.Southern pine; SPIB. No. 1 Grade.
1.5 TIMBER FRAMING (IF INDICATED)
A.Comply with the following requirements, according to grading rules of grading agency
indicated:
1.Species and Grade: Douglas fir-larch, Douglas fir-larch (north), or Douglas fir-
south; No.1 grade; NLGA, WCLIB, or WWPA.
2.Species and Grade: Hem-fir or hem-fir (north); No.1 grade; NLGA, WCLIB, or
WWPA.
3.Species and Grade: Southern pine; No.1 grade; SPIB.
4.Maximum Moisture Content: 20 percent.
5.Additional Restriction: Free of heart centers.
6.ENGINEERED WOOD PRODUCTS (IF INDICATED)
B.Engineered Wood Products, General: Products shall contain no urea formaldehyde.
C.Source Limitations: Obtain each type of engineered wood product from single source from
a single manufacturer.
D.Laminated-Veneer Lumber (LVL): Structural composite lumber made from wood veneers
with grain primarily parallel to member lengths, ev aluated and monitored according to
ASTM D 5456 and manufactured with an exterior-type adhesive complying with ASTM D 2559.
1.Manufacturers:Subject to compliance with requirements, available
manufacturers offering products that may be incorporated into the Work include, but are
not limited to, the following:
a.Boise Cascade Corporation.
b.Georgia-Pacific Building Products.
c.Louisiana-Pacific Corporation.
d.Weyerhaeuser Company.
2.Extreme Fiber Stress in Bending, Edgewise: 2600 psi (17.9 MPa) for 12-inch
nominal-(286-mm actual-) depth members.
3.Modulus of Elasticity, Edgewise: 1,800,000 psi (12 400 MPa).
E.Parallel-Strand Lumber (PSL): Structural composite lumber made from wood strand
elements with grain primarily parallel to member lengths, evaluated and monitored according to
ASTM D 5456 and manufactured with an exterior-type adhesive complying with ASTM D 2559.
1.Manufacturers:Subject to compliance with requirements, available
manufacturers offering products that may be incorporated into the Work include, but are
not limited to the following:
a.Louisiana-Pacific Corporation.
b.Weyerhaeuser Company.
2.Beams and Header Grade:2.0E.
3.Columns and Posts Grade:1.8E.
F.Wood I-Joists: Prefabricated units, I-shaped in cross section, made with solid or structural
composite lumber flanges and wood-based structural panel webs, let into and bonded to flanges.
Comply with material requirements of and with structural capacities established and monitored
according to ASTM D 5055.
1.Basis-of-Design Product:Subject to compliance with requirements, provide
Weyerhaeuser Company; or a comparable product by one of the following:
a.Boise Cascade Corporation.
b.Georgia-Pacific Building Products.
c.Louisiana-Pacific Corporation.
2.Web Material: Either OSB or plywood, complying with DOC PS 1 or DOC PS 2,
Exposure 1.
3.Structural Properties: Depths and design values not less than those indicated.
4.Comply with APA PRI-400. Factory mark I-joists with APA-EWS trademark
indicating nominal joist depth, joist class, span ratings, mill identification, and compliance
with APA-EWS standard.
G.Rim Boards: Product designed to be used as a load-bearing member and to brace wood
I-joists at bearing ends, complying with research or evaluation report for I-joists.
1.Manufacturer: Provide products by same manufacturer as I-joists.
2.Material: All-veneer product or product made from any combination solid lumber,
wood strands, and veneers.
3.Thickness: Minimum 1-1/8 inches (28 mm) unless otherwise indicated in
drawings.
4.Comply with APA PRR-401, rim board grade. Factory mark rim boards with APA-
EWS trademark indicating thickness, grade, and compliance with APA-EWS standard.
5.MISCELLANEOUS LUMBER
H.General: Provide miscellaneous lumber indicated and lumber for support or attachment of
other construction, including the following:
1.Blocking.
2.Nailers.
3.Rooftop equipment bases and support curbs.
4.Cants.
5.Furring.
6.Grounds.
I.Dimension Lumber Items: Construction or No.2 grade lumber of any species.
1.6 FASTENERS
A.General: Fasteners shall be of size and type indicated and shall comply with requirements
specified in this article for material and manufacture.
1.Where rough carpentry is exposed to weather, in ground contact, pressure-
preservative treated, or in area of high relative humidity, provide fasteners with hot-dip
zinc coating complying with ASTM A 153/A 153M.
B.Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to
authorities having jurisdiction, based on ICC-ES AC70.
C.Post-Installed Anchors: Fastener systems with an evaluation report acceptable to
authorities having jurisdiction, based on ICC-ES AC58 or ICC-ES AC308 as appropriate for the
substrate.
1.7 METAL FRAMING ANCHORS
A.Manufacturers:Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to the following:
1.Simpson Strong-Tie Co., Inc.
B.Allowable design loads, as published by manufacturer, shall meet or exceed those of
basis-of-design products. Manufacturer's published values shall be determined from empirical data
or by rational engineering analysis and demonstrated by comprehensive testing performed by a
qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to
withstand same loads as framing anchors.
C.Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with
ASTM A 653/A 653M, G60 (Z180) coating designation.
1.8 MISCELLANEOUS MATERIALS
A.Sill-Sealer Gaskets: Glass-fiber-resilient insulation, fabricated in strip form, for use as a
sill sealer; 1-inch (25-mm) nominal thickness, compressible to 1/32 inch (0.8 mm); selected from
manufacturer's standard widths to suit width of sill members indicated.
PART 2 -EXECUTION
2.1 INSTALLATION, GENERAL
A.Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame
Construction," unless otherwise indicated.
B.Framing with Engineered Wood Products: Install engineered wood products to comply
with manufacturer's written instructions.
C.Set rough carpentry to required levels and lines, with members plumb, true to line, cut,
and fitted. Fit rough carpentry accurately to other construction. Locatenailers, blocking,and similar
supports to comply with requirements for attaching other construction.
D.Install metal framing anchors to comply with manufacturer's written instructions. Install
fasteners through each fastener hole.
E.Do not splice structural members between supports unless otherwise indicated.
F.Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated
lumber.
G.Where wood-preservative-treated lumber is installed adjacent to metal decking, install
continuous flexible flashing separator between wood and metal decking.
H.Securely attach rough carpentry work to substrate by anchoring and fastening as
indicated, complying with the following:
1.Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC).
2.ICC-ES evaluation report for fastener.
3.PROTECTION
I.Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite
protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment.
Apply borate solution by spraying to comply with EPA-registered label.
J.Protect rough carpentry from weather. If, despite protection, rough carpentry becomes
wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with
EPA-registered label.
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
# DATE: DESCRIPTION:
STAMP:100% CONSTRUCTION DOCUMENTSMAJESTIC CARENEW CANOPY12999 Pennsylvania St.Carmel, IN 46032100% CD'S
09/23/22
S9.01
3D MODEL
2021.055
09/23/2022
3850 Priority Way S Dr, #222
Indianapolis, IN 46240
www.Midwest-DesignGroup.com
1 3D - S9.01 SHEET
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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REQUIRED WOOD COATING
SYSTEMS
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 4603209.28.2022PORTE COCHERE - REVISED
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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REQUIRED WOOD COATING
SYSTEMS
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 4603209.28.2022PORTE COCHERE - REVISED
DN
1
2
3
A B
3
A-2
_____
A-2
2
1
A-3
_____
2
A-3
_____
A-33
A-3
4VIF5' - 1"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"2' - 4"27' - 0"
4
5
6 58' - 11" VIF9"9"
CONTROL JOINTS
@ SLAB, TYP
SLOPE 1:12 MAX6' - 0" VIF3' - 0"3' - 0"
SLOPE WALKWAY NO MORE THAN
1:20 IN ANY DIRECTION AWAY FROM
BUILDING ENTRY AND ADA RAMP
1
2
3
A B
4
5
6
KYNAR COATING STANDING
SEAM METAL ROOFING SYSTEM
W/ CONCEALED FASTENERS
CONTINUOUS METAL GUTTER
& DOWNSPOUT SYSTEM, TYP
KYNAR COATED STANDING
SEAM RIDGE CAP
NOTE:
EACH WOOD ELEMENT SHALL BE COATED W/ FIRE
RETARDANT COATING SYSTEM PRIOR TO INSTALLATION.
REFERENCE SHEETS IN THIS PACKAGE, TYP.
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
A
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PROPOSED PORTE COCHERE
PLANS
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 460320 2 4 8
NORTH
TRUE
NORTH
PLAN
SCALE: 1/4" = 1'-0"
1
PORTE COCHERE - PROPOSED FLOOR PLAN
SCALE: 1/4" = 1'-0"
2
PORTE COCHERE - PROPOSED ROOF PLAN 0 2 4 8
NORTH
TRUE
NORTH
PLAN
09.28.2022PORTE COCHERE - REVISED
1
2
3
A B
1
A-3
_____
2
A-3
_____
A-33
A-3
4
4
5
6
TONGUE & GROOVE PANELS
(ON SLOPED CEILING, TYP)
PREFINISHED, METAL BOX GUTTER
& DOWNSPOUT SYSTEM
NOTE:
1. EACH WOOD ELEMENT SHALL BE COATED W/ FIRE RETARDANT
COATING SYSTEM PRIOR TO INSTALLATION. REFERENCE SHEETS
IN THIS PACKAGE, TYP.
2. COORDINATE LIGHTING & ELECTRICAL FAN LOCATIONS. NEW
LIGHTING & FANS TO REUSE EXISTING ELECTRICAL SUPPLY.
1
AX
#
1' - 6"1' - 6"PRECAST CONCRETE
CAP, 1"OVERHANG
8x8 HEAVY TIMBER
WOOD COLUMN
FULL BED STONE
CONCRETE FOOTING,
SEE STRUCTURAL
CONCRETE SLAB
ON GRADE
2-PIECE SS SLIP ANCHORS
@ 16" OC MAX
FULL BED STONE
8x8 HEAVY TIMBER
WOOD COLUMN
4' - 0"A-2
4
AIR CAVITY
COAT WOOD W/
PRESERVATIVE TREATMENT
STAINLESS STEEL FLASHING
SOLID CONCRETE
BLOCK FOOTERS
COMPACTED FILL, TYP
± 6"
1 1/4"
1"2 1/2"5"CONTINUOUS SEALANT
2-PIECE MASONRY TIE, HOT
DIPPED GALVANIZED, TYP
COVER WOOD W/ 40 MIL
ICE & WATER SHIELD BEHIND
MASONRY
METAL STANDING
SEAM ROOF SYSTEM
5/8" ICE & WATER SHIELD
SYSTEM OVER TREATED
PLYWOOD SHEATHING
2x6 WOOD PURLINS
@ 16" OC MAX
1x6 WOOD SOFFIT
(3x) HEAVY TIMBER TRUSS,
SEE STRUCTURAL
METAL STANDING
SEAM ROOF SYSTEM
5/8" ICE & WATER SHIELD
SYSTEM OVER TREATED
PLYWOOD SHEATHING
2x6 WOOD PURLINS
@ 16" OC, MAX
1x6 WOOD SOFFIT
HEAVY TIMBER TRUSS
RIDGE CAP
CONTINUOUS BUTYL TAPE
PERFORATED VENT STRIP
2x6 WOOD PURLINS
@ 16" OC, MAX
5/8" ICE & WATER SHIELD
SYSTEM OVER TREATED
PLYWOOD SHEATHING
ZEE CLOSURE W/ NON-
CURING BUTYL SEALANT
AT ENDS, FILL GAPS
LOCK CLIP, SEE
MANUFACTURER
RECOMMENDATIONS FOR
SPACING AND LOCATION
METAL STANDING
SEAM ROOF PANEL
WOOD TRUSS
WHERE APPLICABLE,
SEE STRUCTURAL
SIMPSON HURRICANE CLIPS
W/ SS DRIVE FASTENERS @ EA
RAFTER, TYP
SIMPSON HURRICANE STRAP
@ EACH RAFTER1x12 RIM BOARD
CONTINUOUS PREFINISHED
METAL DRIP EDGE
PREFINISHED CONTINUOUS
6"x8" ALUMINUM GUTTER
SYSTEM TO MATCH EXISTING
3/8" BEAD NON-CURING
BUTYL SEALAND
LOCK CLIP, SEE MANUFACTURER
RECOMMENDATIONS FOR
SPACING AND LOCATION
2x6 WOOD PURLINS
@ 16" OC, MAX
5/8" ICE & WATER SHIELD
SYSTEM OVER TREATED
PLYWOOD SHEATHING
METAL STANDING
SEAM ROOF PANEL
WOOD TRUSS WHERE
APPLICABLE, SEE STRUCTURAL
CONTINUOUS BUTYL TAPE
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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PROPOSED PORTE COCHERE
REFLECTED CEILING PLAN &
DETAILS
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 460320 2 4 8
NORTH
TRUE
NORTH
PLAN
SCALE: 1/4" = 1'-0"
1
PORTE COCHERE - PROPOSED REFLECTED CEILING PLAN
SCALE: 1" = 1'-0"
2
COLUMN DETAIL
SCALE: 1" = 1'-0"
3
COLUMN SECTION
SCALE: 3" = 1'-0"
4
PRECAST STONE CAP DETAIL
SCALE: 1 1/2" = 1'-0"
6
PORTE COCHERE TRUSS SECTION
SCALE: 1 1/2" = 1'-0"
5
PORTE COCHERE ROOF ASSEMBLY DETAIL
SCALE: 1 1/2" = 1'-0"
8
RIDGE VENT DETAIL
SCALE: 1 1/2" = 1'-0"
7
EAVE DETAIL, TYP
09.28.2022PORTE COCHERE - REVISED
A B
INFILL SKYLIGHT
AT EXISTING
ROOF BEYOND
2
A-3
_____
12
8
RIDGE VENT
TO B/O TRUSS CHORD10' - 0" MIN CLEARA-2
5
A-2
7
NEW STANDING
SEAM METAL
ROOFING
123
1
A-3
_____
0' - 6"
EXISTING BUILDING
456
1x6
PREFINISHED METAL
ROOF RIDGE CAP
METAL GUTTER
SYSTEM BEYOND
WOOD TRUSS, TYPRIDGE BEAM
123
1
A-3
_____
NEW STANDING SEAM
ROOF SYSTEM
RIDGE VENT
NEW METAL GUTTER SYSTEM,
MATCH EXISTING
NEW METAL DOWNSPOUT,
MATCH EXISTING
EXTERIOR
WALL BEYOND
NEW METAL DOWNSPOUT,
MATCH EXISTING
EXISTING BUILDING
456
NOTE:
EACH WOOD ELEMENT SHALL BE COATED W/ FIRE
RETARDANT COATING SYSTEM PRIOR TO INSTALLATION.
REFERENCE SHEETS IN THIS PACKAGE, TYP.
A B
2
A-3
_____
EXTERIOR WALL BEYOND
NEW METAL DOWNSPOUT,
MATCH EXISTING
NEW METAL GUTTER
SYSTEM, MATCH EXITING
EXTERIOR
WALL BEYOND
INFILL SKYLIGHT
AT EXISTING
ROOF BEYOND
12
8
RIDGE VENT
TO B/O TRUSS CHORD10' - 0" MIN CLEARNEW STANDING
SEAM METAL
ROOFING
METAL FASCIA
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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PROPOSED PORTE COCHERE
ELEVATIONS & SECTIONS
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 46032SCALE: 1/4" = 1'-0"
1
PORTE COCHERE - PROPOSED E/W SECTION
SCALE: 1/4" = 1'-0"
2
PORTE COCHERE - PROPOSED N/S SECTION
SCALE: 1/4" = 1'-0"
3
PORTE COCHERE - PROPOSED EAST ELEVATION
SCALE: 1/4" = 1'-0"
4
PORTE COCHERE - PROPOSED SOUTH ELEVATION
09.28.2022PORTE COCHERE - REVISED
(2 / A-4)(3 / A-4)(3 / A-4)(4 / A-4)
(3 / A-4)
(2 / A-4)(4 / A-4)
(3 / A-4)
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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EXTERIOR ELEVATIONS -
SOUTH
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 46032SCALE: 1" = 20'-0"
1
OVERALL EXTERIOR ELEVATION - SOUTH 0 2010 40
SCALE: 1/8" = 1'-0"
2
EXTERIOR ELEVATION - SOUTH (1)0 4 8 16
SCALE: 1/8" = 1'-0"
3
EXTERIOR ELEVATION - SOUTH (2)
SCALE: 1/8" = 1'-0"
4
EXTERIOR ELEVATION - SOUTH (3)0' - 4"0' - 6 1/4"0' - 8 1/2"0' - 4"0 4 8 16
0 4 8 16
09.28.2022PORTE COCHERE - REVISED
(2 / A-5)(3 / A-5)
(3 / A-5)
(2 / A-5)
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
DATE:
DRAWING TITLE:
SHEET NUMBER:
JOB NO.:
ISSUE:
#DATE: DESCRIPTION:
CONTRACTOR TO VERIFY IN FIELD DIMENSIONS ON
ALL DRAWINGS. ALL DIMENSIONS EXPRESS DESIGN
INTENT AND ANY DISCREPANCIES FOUND IN FIELD
OR IN THE DRAWINGS ARE TO BE BROUGHT TO
ATTENTION OF OWNER OR KOHLER IMMEDIATELY.
STAMP:
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EXTERIOR ELEVATIONS -
WEST
22.020
10.05.2022
10.05.2022
Project StatusPORT COCHEREMAJESTIC CARE12999 PENNSYLVANIA STREETCARMEL, INDIANA 460320 2010 40
0 4 8 16
0 4 8 16
SCALE: 1" = 20'-0"
1
OVERALL EXTERIOR ELEVATION - WEST
SCALE: 1/8" = 1'-0"
2
EXTERIOR ELEVATION - WEST (1)
SCALE: 1/8" = 1'-0"
3
EXTERIOR ELEVATION - WEST (2)
09.28.2022PORTE COCHERE - REVISED