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HomeMy WebLinkAboutG112 - CODE SUMMARY - BUILDING ACODE SUMMARY - BUILDING A LEGEND OCCUPANT LOAD - 71 REQ'D # OF EXITS - 2 EXITS PROVIDED - 2 FIRE AREA 1A USE GROUP: RESIDENTIAL R-2 200 SF/OCCUP. AREA: 14,013 SF OCCUPANT LOAD - 51 REQ'D # OF EXITS - 2 EXITS PROVIDED - 3 FIRE AREA 2A USE GROUP: RESIDENTIAL R-2 200 SF/OCCUP. AREA: 10,024 SF OCCUPANT LOAD - 62 REQ'D # OF EXITS - 2 EXITS PROVIDED - 2 FIRE AREA 3A USE GROUP: RESIDENTIAL R-2 200 SF/OCCUP. AREA: 12,293 SF EGRESS DOOR WIDTH CAPACITY OCCUPANTS 68" 340 36 EGRESS DOOR WIDTH CAPACITY OCCUPANTS 68" 340 31 FIRE WALL FIRE WALLTRAVEL DISTANCE 148'-6" TRAVEL DISTANCE 94'-7" TRAVEL DISTANCE 122'-10" BUILDING A CONSTRUCTION TYPE: V-A NO. OF STORIES: 4 MULTIFAMILY RESIDENTIAL SPRINKLER TYPE: NFPA 13R R 75'-0" R 7 5 '-0 "R 75'-0" R 75'-0" F 1 F 1 F 1 25 G112INTERIOR EXIT STAIR WIDTH CAPACITY OCCUPANTS 44" 147 EGRESS DOOR WIDTH CAPACITY OCCUPANTS 33.4" EGRESS DOOR WIDTH CAPACITY OCCUPANTS 33.4" INTERIOR EXIT STAIR WIDTH CAPACITY OCCUPANTS 46" 153 EGRESS DOOR WIDTH CAPACITY OCCUPANTS 33.4" INTERIOR EXIT STAIR WIDTH CAPACITY OCCUPANTS 44" 147 15'-3 7/8"R-2 OCCUPANCY, CONSTRUCTION TYPE V-A CHAPTER 5 -GENERAL BUILDING HEIGHT AND AREAS: SPECIAL PROVISION (510) HORIZONTAL BUILDING SEPARATION ALLOWANCE -3-HOURS HORIZONTAL SEPARATION, SINGLE STORY FOR TYPE I-A CONSTRUCTION WITH 2-HOUR SEPARATION FOR VERTICAL CIRCULATION PENETRATIONS CHAPTER 6 -TYPE OF CONSTRUCTION: TYPE OF CONSTRUCTION (SECTION 602): RESIDENTIAL BLDG.:TYPE V-A FIRE RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) RESIDENTIAL BLDG. STRUCTURAL FRAME:1 HR BEARING WALLS: EXTERIOR / INTERIOR:1 HR / 1 HR NON-BEARING WALLS EXTERIOR / INTERIOR:1 HR / 0 HR FLOOR CONSTRUCTION:1 HR ROOF CONSTRUCTION:1 HR FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602) FOR GROUP R, THE BUILDING EXTERIOR IS OPEN ON 1 SIDE BY A PUBLIC RIGHT OF WAY, AND ON THE 3 SIDES BY A MINIMUM 20’SEPARATION. 10’≤X ≤30’:1 HR (TYPE V-A) PROJECT DESCRIPTION: MIXED USE NON-SEPARATED OCCUPANCY BUILDING, SPRINKLERED PROJECT NAME AND ADDRESS:OWNER ADDRESS: THE CORNER BUCKINGHAM COMPANIES 116TH STREET AND RANGELINE ROAD 941 NORTH MERIDIAN STREET CARMEL, INDIANA INDIANAPOLIS, INDIANA 46204 CODE REFERENCE: CODE REVIEW JURISDICTION: STATE OF INDIANA, DEPARTMENT OF HOMELAND SECURITY, DIVISION OF FIRE & BUILDING SAFETY CITY OF CARMEL BUILDING AND CODE SERVICES ZONING ORDINANCE:CITY OF CARMEL UNIFIED DEVELOPMENT ORDINANCE (AMENDED FEBRUARY 26, 2018) BUILDING CODE:2014 INDIANA BUILDING CODE WITH LOCAL AMENDMENTS (IBC, 2012 EDITION) ENERGY CODE:2010 INDIANA ENERGY CONSERVATION CODE WITH LOCAL AMENDMENTS (ASHRAE 90.1, 2007 EDITION) ELECTRICAL CODE:2009 INDIANA ELECTRICAL CODE WITH LOCAL AMENDMENTS (NFPA 70-2008) MECHANICAL CODE:2014 INDIANA MECHANICAL CODE WITH LOCAL AMENDMENTS (IMC, 2012 EDITION) PLUMBING CODE:2012 INDIANA PLUMBING CODE WITH LOCAL AMENDMENTS (IPC, 2006 EDITION) FUEL GAS CODE:2014 INDIANA FUEL GAS CODE WITH LOCAL AMENDMENTS (IFGC, 2012 EDITION) ELEVATOR SAFETY CODE:AUTOMATED PEOPLE MOVER-PART I, PART 2, AND PART 3 -ANSI/ASCE/T & DI 21-08 AS AMENDED ZONING: ZONING DISTRICTS:C-1 DISTRICT PERMITTED USES:GENERAL RETAIL AND MULTIPLE FAMILY DWELLING PERMITTED BY RIGHT FIRE ZONE:NO FLOOD ZONES: PARKING: CHAPTER 3 -USE AND OCCUPANCY CLASSIFICATION: OCCUPANCY TYPE: RESIDENTIAL BLDG.:R-2 (IBC, SECTION 310.4) CHAPTER 7 -FIRE RESISTANCE RATED CONSTRUCTION: MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) IN BUILDINGS THAT HAVE A SEPARATION DISTANCE 20’≤X < 25’, ALLOWABLE AREA OF THE OPENINGS IS 45%. CONCEALED SPACES FIREBLOCKING:REQUIRED IN COMBUSTIBLE CONSTRUCTION TO MEET REQUIREMENTS OF SECTION 718.2 DRAFTSTOPPING:NOT REQUIRED IN FLOORS OR ATTIC PER SECTION 718.3.2, EXCEPTION 1 AND SECTION 718.4.2, EXCEPTION 2, RESPECTIVELY. CHAPTER 9 -FIRE PROTECTION SYSTEMS: AUTOMATIC SPRINKLER SYSTEM (903): NFPA 13RSYSTEM IN RESIDENTIAL BLDG. (R-2 OCCUPANCY). STANDPIPE SYSTEM (905.3.1): REQUIRED PORTABLE FIRE EXTINGUISHERS (906):LOCATED IN COMMON CORRIDORS AS NOTED ON LIFE SAFETY PLAN FIRE ALARM AND DETECTION SYSTEMS (907):REQUIRED AND INSTALLED IN ACCORDANCE WITH IBC AND NFPA 72. MANUAL FIRE ALARM BOX NOT REQUIRED WITH AUTOMATIC SPRINKLER SYSTEM. EMERGENCY ALARM SYSTEMS (908):NOT REQUIRED SMOKE CONTROL SYSTEMS (909):NOT REQUIRED SMOKE AND HEAT VENTS (910):NOT REQUIRED FIRE COMMAND CENTER (911):NOT REQUIRED CHAPTER 10 -MEANS OF EGRESS: CEILING HEIGHT (1003.2):7 FEET 6 INCHES MINIMUM PROTRUDING OBJECTS: UNLIMTED PROJECTION FOR OBJECTS MOUNTED ABOVE 80 INCHES AT ANY WALKING SURFACE (1003.3.1)LOCATED BETWEEN 27 AND 80 INCHES (1003.3.3) -ELEMENTS CANNOT PROJECT OVER A WALKING SURFACE MORE THAN 4 INCHES.HANDRAILS CAN PROJECT UP TO 4-1/2 INCHES FROM THE WALL. A BARRIER SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH A BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FLOOR. FLOOR SURFACE:WALKING SURFACES SHALL BE SLIP RESISTANT UNDER FORESEEABLE CONDITIONS. THE WALKING (1003.4)SURFACE OF EACH ELEMENT IN THE MEANS OF EGRESS SHALL BE UNIFORMLY SLIP RESISTANT ALONG THE NATURAL PATH OF TRAVEL. ELEVATION CHANGE:CHANGE IN LEVEL IN THE MEANS OF EGRESS SHALL BE EITHER BY A RAMP OR A STAIR. THE PRESENCE (1003.5)AND LOCATION OF RAMPED WALKWAYS SHALL BE READILY APPARENT. WHERE A CHANGE IN LEVEL FOR MEANS OF EGRESS NOT EXCEEDING 21 INCHES IS ACHIEVED BY A STAIR, THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE 13 INCHES AND THE PRESENCE AND LOCATION OF EACH STEP SHALL BE READILY APPARENT. MEANS OF EGRESS THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE INTERRUPTED BY ANY BUILDING CONTINUITY:ELEMENT OTHER THAN A MEANS OF EGRESS COMPONENT.OBSTRUCTIONS SHALL NOT BE (1003.6)PLACED IN THE REQUIRED WIDTH OF A MEANS OF EGRESS EXCEPT PROJECTIONS PERMITTED BY THIS CHAPTER. THE REQUIRED CAPACITY OF A MEANS OF EGRESS SYSTEM SHALL NOT BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL. CHAPTER 11 -ACCESSIBILITY: GROUP R-2 OCCUPANCY (1107.6.2.2) : ALL UNITS INCLUDED IN PROJECT TO MEET ANSI 117.1-2009 TYPE B DWELLING UNITS ALLOWABLE AREA INCREASE - FRONTAGE ALLOWABLE AREA - BASE ACTUAL HEIGHT ALLOWABLE HEIGHT TYPE OF CONSTRUCTION ALLOWABLE AREA - TOTAL ACTUAL AREA PER FLOOR (MAX.) MAXIMUM ALLOWABLE BUILDING AREA (506.2.3) ACTUAL BUILDING AREA FIRE AREA 1A FIRE AREA 2A FIRE AREA 3A TYPE V-A 50'-0" / 3 ST. 67'-7" 12,000 GSF / FL. 5,124 GSF 17,124 GSF / FL. 14,013 GSF 10,024 GSF 12,293 GSF 72,000 GSF 72,000 GSF 72,000 GSF 55,516 GSF 40,128 GSF 49,468 GSF ALLOWABLE HEIGHT INCREASES 10'-0" / 1 ST. TOTAL ALLOWABLE HEIGHT 60'-0" / 4 ST. 50'-0" / 3 ST. 67'-7" 12,000 GSF / FL. - 12,000 GSF / FL. 10'-0" / 1 ST. 60'-0" / 4 ST. 50'-0" / 3 ST. 67'-7" 12,000 GSF / FL. 4,980 GSF 16,980 GSF / FL. 10'-0" / 1 ST. 60'-0" / 4 ST. TYPE V-A TYPE V-A PER APPROVED VARIANCES, OVERALL BUILDING HEIGHT PERMITTED TO EXCEED ALLOWABLE HEIGHT BLDG A L 05 +871' -10 1/16" BLDG A TRUSS BEARING +880' -11 3/16" BLDG A L 02 +839' -10 7/16" BLDG A L 03 +850' -6 5/16" BLDG A L 04 +861' -2 3/16" L M N BLDG A L 01.1 +818' -1 13/16" UNIT CORRIDORUNIT UNIT CORRIDORUNIT UNIT CORRIDORUNIT UNIT CORRIDORUNIT RETAIL SHELL 1/2 HOUR RATED CORRIDOR WALL 1 HOUR RATED ROOF/CEILING 1 HOUR RATED FLOOR/CEILING 3 HOUR RATED FLOOR/CEILING 67'-7 1/4"PODIUM BUILDINGBUILDING A(SEE SHEET G112)TYPE VA CONSTRUCTIONTYPE IA CONSTRUCTION F 1 FIRE EXTINGUISHER F1 = SEMI RECESSED FIRE EXTINGUISHER CABINET, SEE NOTES 1 AND 2 F2 = SURFACE MOUNTED FIRE EXTINGUISHER CABINET, SEE NOTE 1 NOTES: 1. RATED 2A20B FIRE EXTINGUISHER (PER IBC 906 & IFC 906) TO BE MOUNTED SO THE OPERATING LATCH IS BELOW 48" A.F.F. THE RATED SEMI-RECESSED CABINET CAN NOT PROTRUDE MORE THAN 4" FROM WALL. 2. CONTRACTOR TO COORDINATE ROUGH OPENING FOR RECESSED / SEMI-RECESSED FIRE EXTINGUISHER CABINET. 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate# Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site.9/3/2021 2:47:42 PM C:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvtLRK Project Number: 01.18066.00 G112 CODE SUMMARY - BUILDING A VWB RCHThe Corner Carmel, IN • 01.18066.00 The Corner - Building A 1685 E. 116th Street, Carmel, IN SCALE: 1" = 20'-0" 27 UPPER FLOOR LIFE SAFETY PLAN - BUILDING A SCALE: 1" = 10'-0" 25 LIFE SAFETY SECTION - BUILDING A 06.16.21 Permit Set C 09.01.21 IFC Set