HomeMy WebLinkAboutG0.0 Cover SheetSPACE F30A - LANDLORD IMPROVEMENTS
PROJECT OWNER ARCHITECT
CONTRACTOR
PROJECT TEAM
red architecture + planning
855 Grandview Ave, Suite 295
Columbus, Ohio 43215
P: 614.487.8770
F: 614.487.8777
CONTACT: Stephan Sahayda
PROJECT INFORMATION
PROJECT DESCRIPTION
SHELL BUILDING CODE SUMMARY
SEPARATION: N/A IBC SECTION 508.3.3
FIRE SUPPRESSION: FULLY SPRINKLERED IBC SECTION 903
USE GROUPS: M MERCANTILE IBC SECTION 304
CONSTRUCTION TYPE:
LENGTH OF TRAVEL:
GENERAL CONSTRUCTION NOTES
1. ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCES.
2. THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAX. CROSS SLOPE 2 %.
3. WALKING SURFACES SLOPING GREATER THAN 2 % SHALL BE SLIP RESISTANT.
4. PROVIDE A 60" x 60" MIN. LANDING ON STRIKE SIDE OF DOOR WITH 44" MINIMUM WIDTH IN DIRECTION OF TRAVEL.
5. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF DOOR OR GATE T HAT SWINGS TOWARD THE WALK.
6. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3'-0" WIDE BY 6'-8" HIGH CAPABLE OF OPENING 90 DEGREES AND
MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT SHALL BE A MINIMUM OF 32".
7. THRESHOLDS TO BE A MAXIMUM OF
1
2"ABOVE THE ADJACENT FINISHED FLOOR.
8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS AND 15 LBS FOR EXTERIOR DOORS.
9. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDERS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE.
10. THE BUILDING SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIIDELINES (ADAAG) AND ANSI A117.1-2009, INCLUDING
BUT NOT LIMITED T0 IBC CHAPTER 11.
11. CONTROLS AND OPERATING MECHANISMS SHALL BE ACCESSIBLE AND HAVE MOUNTING HEIGHTS COMPLYING WITH ANSI 4.27.
12. ALL ROOM, DIRECTIONAL, AND INFORMATION SIGNS SHALL BE ACCESSIBLE DESIGN COMPLYING WITH ANSI 4.13 AND 4.30.
ACCESSIBILITY INFORMATION SITE LOCATION MAP
1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE
DOCUMENTS, (WHOLE OR IN PART) FOR ANY OTHER PURPOSE IS PROHIBITED. RED ARCHITECTURE + PLANNING RETAINS ALL RIGHTS OF OWNERSHIP.
2. THE A.I.A. DOCUMENT A201-2007, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, SHALL APPLY TO THE PROJECT. A COPY OF THE
GENERAL CONDITIONS IS AVAILABLE AT THE OFFICES OF RED ARCHITECTURE + PLANNING.
3. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY
REQUIREMENTS TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS INCLUDING EMPLOYEES AND PROPERTY.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS,
PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK.
4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK AND FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, AND
SEQUENCE OF CONSTRUCTION.
5. GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS, FEES, AND INSPECTIONS AS MAY BE REQUIRED BY GOVERNING BODIES HAVING LEGAL
JURISDICTION.
6. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUB-CONTRACTORS FOR A PERIOD OF A MINIMUM ONE (1) YEAR
COMMENCING WITH THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK, OR AS STATED IN CONTRACT WITH OWNER. WHICHEVER IS GREATER.
7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND MONITORING OF ON-SITE TESTING AND INSPECTION SERVICES AS LISTED IN
THE PROJECT MANUAL AND GENERAL CONDITIONS A201.
8. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS EITHER IN CONTRACT OR NOT IN CONTRACT HE SHALL BE RESPONSIBLE FOR
LOSS AND/ OR DAMAGE TO THESE ITEMS.
9. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD.
10. THE GENERAL CONTRACTOR & EACH SUBCONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS
BEING PERFORMED.
11. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS IN
CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES.
12. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND EXISTING FIELD CONDITIONS WITH THE DRAWINGS. IN PARTICULAR: OVERALL WALL
DIMENSIONS, SOIL CONDITIONS, INCOMING UTILITIES, ETC. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR
FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.
13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS, ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON
FLOOR PLAN. IN CASE OF CONFLICT NOTIFY THE ARCHITECT. FLOOR PLAN BY ARCHITECT SUPERSEDES ALL OTHER PLANS. ALL DIMENSIONS MARKED
"CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., SLATWALL, ETC.
14. ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY (BLOCK OR BRICK) OR FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE.
15. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS
UNLESS NOTED OTHERWISE.
16. ALL DIMENSIONS SHOWN ARE NOMINAL DIMENSIONS UNLESS SPECIFICALLY NOTED OTHERWISE.
17. EGRESS DOORS SHALL BE PROVIDED PER IBC SECTIONS 1014 THROUGH 1024.
18. ALL DOOR HANDLES SHALL BE OF THE LEVER TYPE, HARDWARE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISH FLOOR.
19. ALL ACCESS PANELS SHALL BE 24"X30" UNLESS OTHERWISE NOTED.
20. ALL GLASS UNITS LOCATED IN HAZARDOUS LOCATIONS AS INDICATED IN IBC 2406.3 SHALL COMPLY WITH TEST REQUIREMENTS OF CONSUMER
PRODUCT SAFETY COMMISSION 16, CFR PART 1201 FOR HUMAN IMPACT LOADS.
21. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE GENERAL CONTRACTOR PRIOR TO CUTTING/CORING.
22. ALL WOOD IS TO BE FIRE-RETARDANT TREATED PER AWPA C20 AND C27 AND SHALL NOT HAVE A FLAME SPREAD OF GREATER THAN 25 WHEN TESTED
IN ACCORDANCE WITH ASTM E-84. PER IBC SECTION 2303.2.
23. ALL EXTERIOR WOOD BLOCKING IS TO BE PRESSURE TREATED PER AWPA U1 AND M4.
24. ALL FASTENERS, CONNECTORS, OR OTHER HARDWARE IN DIRECT CONTACT WITH PRESERVATIVE TREATED OR FIRE RETARDANT TREATED WOOD SHALL
BE STAINLESS STEEL TYPE 304 OR TYPE 316, OR HOT-DIPPED GALVANIZED STEEL ASTM A653, CLASS G-185 WITH 1.85 OUNCES OF ZINC PER SQUARE
FOOT TO REDUCE THE CORROSION PROCESS .
25. FIREBLOCKING SHALL BE INSTALLED IN CONCEALED SPACES OF STUD WALL AND PARTITIONS, INCLUDING FURRED OR STUDDED-OFF SPACES OF
MASONRY OR CONCRETE WALLS, AND AT THE CEILING AND FLOOR OR ROOF LEVELS. PER IBC SECTION 717.2.2.
26. FIREBLOCKING SHALL BE INSTALLED AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS OVER
CABINETS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. PER IBC SECTION 717.2.3.
27. REQUIRED FLAME SPREAD RATING: INTERIOR FINISH OF WALLS AND CEILINGS SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN THAT
DESIGNATED BY THE CLASS PRESCRIBED FOR THE VARIOUS GROUPS LISTED IN IBC TABLE 803.5, WHEN TESTED IN ACCORDANCE WITH IBC SECTION
803.2.
28. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH U.L. LABEL AND A RATING OF NOT LESS THAN 4A 80B:C WITH 75 FT TRAVEL DISTANCE TO ALL POSITIONS
OF BUILDING OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR.
BUILDING CODE INFORMATION
LIST OF DRAWINGS
COVER SHEET
REVISION
FEB 10, 2017
PRELIMINARY PERMIT/BID
DRAWING HAS BEEN ISSUED OR REVISED
DRAWING HAS BEEN RE-ISSUED WITH NO REVISIONS
GENERAL
G0.0 COVER SHEET
G0.1 ADAAG / ANSI DETAILS
G0.2 ADAAG / ANSI DETAILS
G0.3 LIFE SAFETY PLAN
ARCHITECTURAL
A1.1 ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN
A1.2 ENLARGED RESTROOM PLANS AND ELEVATIONS
A8.1 DOOR HARDWARE, SCHEDULE, AND NOTES
FIRE PROTECTION
FP.1 FLOOR PLAN FIRE PROTECTION
MECHANICAL DRAWINGS
M1.1 MECHANICAL AND PLUMBING PLAN
M2.1 MECHANICAL AND PLUMBING SCHEDULES AND DETAILS
M3.1 SPECIFICATIONS PLUMBING
M3.2 SPECIFICATIONS MECHANICAL
M3.3 SPECIFICATIONS MECHANICAL
ELECTRICAL DRAWINGS
E1.1 ELECTRICAL PLAN
E7.1 SPECIFICATIONS ELECTRICAL
THIS PROJECT CONSISTS OF LANDLORD'S IMPROVEMENTS TO AN EXISTING 743
SQ FT INTERIOR TENANT SPACE WITHIN AN OUTDOOR MALL BUILDING.
LANDLORD'S WORK INCLUDES THE CONSTRUCTION OF A NEW RESTROOM,
ADDITION OF A JANITORS SINK, AND MECHANICAL, ELECTRICAL, AND PLUMBING
WORK. NO EXTERIOR WORK IS TO BE PERFORMED.
ANY MODIFICATIONS TO SPRINKLER SYSTEM/ FIRE ALARM SYSTEM SHALL BE
PERFORMED BY A LICENSED SPRINKLER/ FIRE ALARM CONTRACTOR UNDER A
SEPARATE PERMIT AT DISCRETION OF A LICENSED CONTRACTOR.
NO CHANGE TO USE, OCCUPANCY OR EGRESS
PROJECT LOCATION
MEP ENGINEER
red architecture + planning
855 Grandview Ave, Suite 295
Columbus, Ohio 43215
P: 614.487.8770
F: 614.487.8777
CONTACT: Doug Smelker
TBD
IBC SECTION 602
IBC SECTION 1016.1
II-B, UNPROTECTED
M 250'
KEY LOCATION PLAN
14390 CLAY TERRACE BLVD re d
CARMEL, INDIANA 46032
WPG007
SPACE F30A - LANDLORD IMPROVEMENTS
PROJECT NUMBER:
SHEET:
FOR
WASHINGTON PRIME GROUP
180 EAST BROAD STREET, COLUMBUS, OH 43215
ISSUE DATE
PERMIT FEB. 01, 2018
COPYRIGHT 2018. ALL DRAWINGS
AND SPECIFICATIONS SHALL
REMAIN THE PROPERTY OF RED
ARCHITECTURE + PLANNING LLC
AND MAY NOT BE USED,
DUPLICATED OR ALTERED
WITHOUT THE WRITTEN CONSENT
OF THE ARCHITECT.
G0.0
2/1/2018 8:05 AM
AREA OF WORK
BUILDING CODE 2014 INDIANA BUILDING CODE
PLUMBING CODE 2012 INDIANA PLUMBING CODE
MECHANICAL CODE 2014 INDIANA MECHANICAL CODE
ELECTRICAL CODE 2008 NATIONAL ELECTRIC CODE
LIFE SAFETY CODE 2014 INDIANA FIRE CODE
ENERGY CODE 2010 INDIANA ENERGY CONSERVATION CODE
GAS CODE 2014 INDIANA FUEL GAS CODE
ACCESSIBILITY CODE ANSI A117.1-2009
AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES (ADAAG) 2010
USE AREA
S.F. /
PERSON
OCCUPANT
LOAD
IBC TABLE
1004.1.1
EGRESS
REQUIRED
O.L. X .20" =
IBC 1005.1
EXITS
REQUIRED
IBC TABLE
1021.1
EXITS
PROVIDED
EGRESS
WIDTH
PROVIDED
36"
FIRE SUPPRESSION:
CONSTRUCTION TYPE:
LENGTH OF TRAVEL:
OCCUPANT LOAD:
IIB, UNPROTECTED
M 250'
USE GROUPS:
FULLY SPRINKLERED
PLUMBING FIXTURES PROVIDED:
IBC SECTION 903
IBC SECTION 309
IBC SECTION 602
IBC TABLE 1016.1
IBC TABLE 1004.1
M MERCANTILE
IBC TABLE 2902.1
M USE GROUP
SPACE F30A
743 SQ. FT. 30 25 36" 1 1
TENANT SPACE CODE SUMMARY
Washington Prime Group
180 East Broad Street
Columbus, Ohio 43215
P: 614.887.5664
CONTACT: Chad Biniker
WATER CLOSET/URINALS
MALE/FEMALE
LAVAT0RIES
NUMBER OF FIXTURES
PROVIDED
1 1
REQUIRED NUMBER
OF FIXTURES
.25/.25 .15/.15
OCCUPANT LOAD M 25 1:50 .25/.25 1:80 .15/.15
USE OCC. MALE/FEMALE
MS
1
1
1
CALC. CALC.
EGRESS:
REQ'D PROVIDED
EGRESS WIDTH (OCC LOAD x .2") = 25 x .2" = 5" 36" IBC SECTION 1005.1
NUMBER OF EXITS: 1 1 IBC SECTION 1021.2
EXIT ACCESS TRAVEL DISTANCE: 250'-0" 35'-11" IBC TABLE 1016.1
COMMON PATH OF TRAVEL: 75'-0" 11'-6" IBC SECTION 1014.3
FEB 01, 2018
04/30/18
Nick Mishler