262 270 Main St 2026 05 26 Compliance 100 Planning Set

UP UP DN SU-40 - Single Unit Truck P - Passenger Car SU-40 - Single Unit Truck 0 5'-0" 10'-0" 20'-0" ADJOINING DWELLING ADJOINING GARAGE IN DISREPAIR TAX MAP LOT 50 TAX MAP LOT 55 44 OFF-STREET PARKING SPOTS 2 STORY SUPERMARKET BUILDING TAX MAP LOT 49 TAX MAP LOT 48 TAX MAP LOT 47 TAX MAP LOT 58 PROSPECT PL. 40.00' R.O.W. ERWIN PL. 50.00' R.O.W. LOADING ACCESS COMMERCIAL ENTRY/EXIT 0' - 0" (0.00') 0' - 0 3/8" (0.03') 10' - 11" (10.92') 0' - 0" (0.00') 7' - 0" (7.00') 10' - 0" (10.00') 8' - 0" (8.00') 1' - 0" (1.00') EV EMPLOYEE PARKING SPOT EMPLOYEE PARKING SPOT EV MAIN ST. 55.00' R.O.W. 69' - 0" 10' - 0" EV EV PARKING EXIT PARKING ACCESS BUMP-OUT 15' - 0" 15' - 0" 15' - 0" 15' - 0" 1 ON STREET TEMPORARY LOADING SPOT PRINCIPAL IN CHARGE PROJECT TEAM CHECKED BY SHEET DESCRIPTION ISSUED FOR: SHEET NUMBER COPYRIGHT © JORGE MASTROPIETRO ATELIER ARCHITECTS JORGE E. MASTROPIETRO NY LICENSE NO. 036208-1 NJ LICENSE NO. 21AI02390400 ARCHITECT: OWNER: CONSULTANTS: DOB APPROVAL STAMP: ARCHITECT'S SEAL: PROJECT: 262-270 MAIN STREET WEST ORANGE ESSEX COUNTY, NJ 07052 BLOCK 114, LOT 50 & 55 262 MAIN STREET REALTY LLC 262-270 MAIN STREET WEST ORANGE, NJ 07052 646 427 9908 A0.08 IN SITE LOADING AREA - TRAFFIC PATTERS JM CC JM PROGRESS DATE: 05-26-2026 TRAFFIC ENGINEER DOLAN&DEAN CONSULTING ENGINEERS, LLC 181 WEST HIGH STREET SOMERVILLE, NJ 08876 908 927 0100 STRUCTURAL ENGINEER HUDSON ENGINEERING, LLC. 25 W8TH STREET, BSMT BAYONNE, NJ 07002 201 614 5304 CIVIL ENGINEER HUDSON ENGINEERING, LLC. 25 W8TH STREET, BSMT BAYONNE, NJ 07002 201 614 5304 1250 BROADWAY, 36TH FL, NEW YORK, NY 10001 PHONE 646.248.6664 WWW.JMAPC.COM SCALE: 1" = 10'-0" MANEUVERING DIAGRAM_BUMP-OUT OPTION 1 No. Date Description

GOVERNING CODES: INTERNATIONAL BUILDING CODE 2021 NEW JERSEY EDITION (NJAC 5:23-3.14) ADOPTED SUB-CODES: CHAPTER 11 IBC 2021; NJAC 5:23-7/ANSI A117.1 2017 2021 INTERNATIONAL FIRE CODE (IFC) 2021 (NATIONAL STANDARD/INTERNATIONAL) PLUMBING CODE (NJAC 5:23-3.15) 2020 NATIONAL ELECTRIC CODE (NFPA 70) (NJAC 5:23-3.16) ASHRAE 90.1-2019 (NJAC 5:23-3.18) 2021 INTERNATIONAL MECHANICAL CODE (IMC) (NJAC 5:23-3.20) 2021 INTERNATIONAL FUEL GAS CODE (IFGC) (NJAC 5:23-3.22) FAIR HOUSING ACT DESIGN MANUAL, APRIL 1998 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN OCCUPANCY CLASSIFICATION MIXED USE DIAGRAM S-2 M 1 HOUR HORIZONTAL SEPARATION PER IBC 2021 NJ EDITION, SECTION 508.4 FIRE RESISTANT CONSTRUCTION S - SPRINKLERED (NFPA 13) S - SPRINKLERED (NFPA 13) SEE FOOTNOTES TYPE OF CONSTRUCTION (1) EXTERIOR WALLS - LOADBEARING M UL DESIGN: S-2 UL DESIGN: OCCUPANCY CLASSIFICATION FIRE RATING DESIGN I-A I-A TYPE OF CONSTRUCTION DISTANCE VERIFICATION / HOURLY RATING M x < 5 FT. 5 < x ≤ 10 FT. 10 < x ≤ 30 FT. x ≥ 30 FT. UL DESIGN: S-2 UL DESIGN: OCCUPANCY CLASSIFICATION FIRE RATING DESIGN III-A III-A TYPE OF CONSTRUCTION 2 HR. TABLE 602 1 HR. TABLE 602 1 HR. TABLE 602 1 HR. TABLE 602 1 HR. TABLE 602 1 HR. TABLE 602 0 HR. TABLE 602 0 HR. TABLE 602 EXTERIOR WALLS - NON-LOADBEARING UL DESIGN: UL DESIGN: FIRE RATING DESIGN 1 1 (3) FIRE BARRIERS (SECTION 707) SHAFT ENCLOSURES MIXED USE AND FIRE AREA SEPARATIONS INTERIOR EXIT STAIRWAYS 1 HR. SECTION 1023.2 UL DESIGN: HR. SECTION 713.4 HR. TABLE 508.4 WALL TYPE HOURLY RATING FIRE RATING DESIGN (4) FIRE PARTITIONS (SECTION 708) ELEVATOR WALLS FIRE RATING DESIGN (5) INTERIOR LOAD BEARING WALLS, PARTITIONS, COLUMNS, GIRDERS AND FRAMING (SECTION 704) III-A WALL TYPE HOURLY RATING WALL TYPE (6) STRUCTURAL MEMBERS SUPPORTING RATED CONSTRUCTION (SECTION 704) NOT LESS THAN RATING REQUIRED FOR SUPPORTED CONSTRUCTION SECTION 704.1 EXCEPTION SECTION 707.5, 709.4, 710.4 & 712.4 UL DESIGN: FIRE RATING DESIGN 1 (7) FLOOR CEILING ASSEMBLIES (SECTION 711) S-2 M 1 HR. TABLE 601 UL DESIGN: HR. TABLE 601 OCCUPANCY CLASSIFICATION HOURLY RATING (8) ROOF CONSTRUCTION (SECTION 711) 20' OR LESS TO LOWEST MEMBER FIRE RATING DESIGN 1 HR. TABLE 601 UL DESIGN: HOURLY RATING (2) FIRE WALLS (SECTION 706) FIRE RATING DESIGN 3 HR. TABLE 706.4 UL DESIGN: HOURLY RATING MAXIMUM ALLOWABLE EGRESS CAPACITIES (SECTION 1005) STAIRS 44 SECTION 1011.2 ELEMENT MINIMUM ALLOWED CLEAR WITH

2) FIRE WALLS (SECTION 706) FIRE RATING DESIGN 3 HR. TABLE 706.4 UL DESIGN: HOURLY RATING MAXIMUM ALLOWABLE EGRESS CAPACITIES (SECTION 1005) STAIRS 44 SECTION 1011.2 ELEMENT MINIMUM ALLOWED CLEAR WITH (IN.) MINIMUM ACTUAL CLEAR WITH (IN.) EGRESS WITH PER OCCUPANT (IN.) DOOR CALCULATIONS (SECTION 1005.3.2 & 1010.1.1) 44 # 0.3 36" DOOR (42 IN. - 3 IN.) / .2 IN. = 165 OCCUPANTS CORRIDORS 44 SECTION 1020.3 44 36" DOOR (36 IN. - 3 IN.) / .2 IN. = 165 OCCUPANTS DOOR (SINGLE) 32 SECTION 1010.1 36" DOOR (34 IN. - 3 IN.) / .2 IN. = 165 OCCUPANTS DOORS (PAIR) 64 SECTION 1010.1 72" DOOR (72 IN. - 6 IN.) / .2 IN. = 330 OCCUPANTS 36" DOOR PAIR 36" DOORS MAXIMUM ALLOWABLE TRAVEL DISTANCE (TABLE 1017.2) S-2 WITHOUT SPRINKLER M 250 FT. OCCUPANT LOADS (TABLE 1004.1.2) SEE LIFE SAFETY PLAN SHEETS A1.XX - A1.XX USE GROUP MERCANTILE STORAGE OCCUPANCY PER SQ. FT. 60 GROSS 300 GROSS # # # # # # # # # # HOURLY RATING 2 HR. TABLE 601 2 HR. TABLE 601 NOTES: UL - UNDERWRITERS LABORATORIES WH - INTERTEK WARNOCK HERSEY ESR - ICC EVALUATION SERVICES 400 FT. OCCUPANCY CLASSIFICATION WITH SPRINKLER 200 FT. 300 FT. EGRESS BUILDING CODE SUMMARY M S-2 III-A III-A # EXTERIOR WALLS M S-2 2 HR. TABLE 706.4 UL DESIGN:1SHAFT ENCLOSURES HR. SECTION 713.4 # UL DESIGN:1 HR. SECTION 713.4 # UL DESIGN:1SHAFT ENCLOSURES HR. SECTION 601 # # 0.2 # 0.2 # 0.2 BUILDING DEPARTMENT NOTES & SUMMARY INTERNATIONAL BUILDING CODE 2021, NEW JERSEY EDITION: CHAPTER 3 - OCCUPANCY CLASSIFICATION AND USE SECTION 309.1 · MERCANTILE GROUP M (MARKETS, RETAIL OR WHOLESALE STORES) SECTION 311.3 · STORAGE GROUP S-2 (FOOD PRODUCTS,FRESH FRUITS AND VEGETABLES IN NONPLASTIC TRAYS OR CONTAINERS, FROZEN FOODS) CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS SECTION 503.1 BUILDING HEIGHT, NUMBER OF STORIES AND BUILDING AREA SHALL NOT EXCEED THE LIMITS SPECIFIED IN SECTIONS 504 AND 506 BASED ON THE TYPE OF CONSTRUCTION AS DETERMINED BY SECTION 602 AND THE OCCUPANCIES AS DETERMINED BY SECTION 302 EXCEPT AS MODIFIED HEREAFTER. SECTION 505.2 MEZZANINES A MEZZANINE OR MEZZANINES IN COMPLIANCE WITH SECTION 505.2 SHALL BE CONSIDERED A PORTION OF THE STORY BELOW. SUCH MEZZANINES SHALL NOT CONTRIBUTE TO EITHER THE BUILDING AREA OR NUMBER OF STORIES AS REGULATED BY SECTION 503.1. THE AREA OF THE MEZZANINE SHALL BE INCLUDED IN DETERMINING THE FIRE AREA. THE CLEAR HEIGHT ABOVE AND BELOW THE MEZZANINE FLOOR CONSTRUCTION SHALL BE NOT LESS THAN 7

RIES AS REGULATED BY SECTION 503.1. THE AREA OF THE MEZZANINE SHALL BE INCLUDED IN DETERMINING THE FIRE AREA. THE CLEAR HEIGHT ABOVE AND BELOW THE MEZZANINE FLOOR CONSTRUCTION SHALL BE NOT LESS THAN 7 FEET (2134 MM). SECTION 505.2.1 AREA LIMITATION THE AGGREGATE AREA OF A MEZZANINE OR MEZZANINES WITHIN A ROOM SHALL BE NOT GREATER THAN ONE-THIRD OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE LOCATED. THE ENCLOSED PORTION OF A ROOM SHALL NOT BE INCLUDED IN A DETERMINATION OF THE FLOOR AREA OF THE ROOM IN WHICH THE MEZZANINE IS LOCATED. IN DETERMINING THE ALLOWABLE MEZZANINE AREA, THE AREA OF THE MEZZANINE SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE ROOM. SECTION 505.2.3 OPENNESS A MEZZANINE SHALL BE OPEN AND UNOBSTRUCTED TO THE ROOM IN WHICH SUCH MEZZANINE IS LOCATED EXCEPT FOR WALLS NOT MORE THAN 42 INCHES (1067 MM) IN HEIGHT, COLUMNS AND POSTS. SECTION 506.1 GENERAL THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION, WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE. CHAPTER 6 - TYPES OF CONSTRUCTION SECTION 602.3 TYPE IIIA: TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE MATERIALS (SEE FTO 14) AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY MATERIAL PERMITTED BY THIS CODE. CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES 705.5 FIRE-RESISTANCE RATINGS 707.3.3 ENCLOSURES FOR EXIT ACCESS STAIRWAYS THE FIRE-RESISTANCE RATING OF THE FIRE BARRIER SEPARATING BUILDING AREAS FROM AN EXIT ACCESS STAIRWAY OR RAMP SHALL COMPLY WITH SECTION 713.4. 708.3 FIRE-RESISTANCE RATING FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. 713.4 FIRE-RESISTANCE RATING SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE SHAFT ENCLOSURE SHALL INCLUDE ANY BASEMENTS BUT NOT ANY MEZZANINES. SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS. SHAFT ENCLOSURES SHALL MEET THE REQUIREMENTS OF SECTION 703.2.1.1. 715.3 FIRE-RESISTANCE-RATED ASSEMBLY INTERSECTIONS JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED

BUT NEED NOT EXCEED 2 HOURS. SHAFT ENCLOSURES SHALL MEET THE REQUIREMENTS OF SECTION 703.2.1.1. 715.3 FIRE-RESISTANCE-RATED ASSEMBLY INTERSECTIONS JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE- RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH THE SYSTEM IS INSTALLED. 716.2.6.1 DOOR CLOSING FIRE DOORS SHALL BE LATCHING AND SELF- OR AUTOMATIC-CLOSING IN ACCORDANCE WITH THIS SECTION. 716.2.6.2 LATCH REQUIRED UNLESS OTHERWISE SPECIFICALLY PERMITTED, SINGLE SIDE-HINGED SWINGING FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE-HINGED SWINGING FIRE DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED. CHAPTER 8 - INTERIOR FINISHES 803.1 GENERAL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTIONS 803.1.3 THROUGH 803.15. MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.1 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION 803.1.2. 803.1.2 INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723 INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDICES. - CLASS A = FLAME SPREAD INDEX 0—25; SMOKE-DEVELOPED INDEX 0—450. - CLASS B = FLAME SPREAD INDEX 26—75; SMOKE-DEVELOPED INDEX 0—450. - CLASS C = FLAME SPREAD INDEX 76—200; SMOKE-DEVELOPED INDEX 0—450. CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS 903.2.7 GROUP M AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDINGS CONTAINING A GROUP M OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: -A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE FEET (1115 M2). -A GROUP M FIRE AREA IS LOCATED MORE THAN THREE STORIES ABOVE GRADE PLANE. THE COMBINED AREA OF ALL GROUP M FIRE AREAS ON ALL FLOORS, INCLUDING ANY MEZZANINES, EXCEEDS 24,000 SQUARE FEET (2230 M2). 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS WHERE THE PROVISIONS OF THIS CODE REQUIRE THAT A BUILDING OR PORTION THEREOF BE EQUIPPED

ALL FLOORS, INCLUDING ANY MEZZANINES, EXCEEDS 24,000 SQUARE FEET (2230 M2). 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS WHERE THE PROVISIONS OF THIS CODE REQUIRE THAT A BUILDING OR PORTION THEREOF BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH THIS SECTION, SPRINKLERS SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13 EXCEPT AS PROVIDED IN SECTIONS 903.3.1.1.1 AND 903.3.1.1.2. CHAPTER 10 - MEANS OF EGRESS 1003.2 CEILING HEIGHT THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET (2134 MM) ABOVE THE FINISHED FLOOR. 1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOAD THE REQUIRED CAPACITY, IN INCHES (MM), OF THE MEANS OF EGRESS FOR ANY ROOM, AREA, SPACE OR STORY SHALL BE NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH SECTIONS 1005.3.1 AND 1005.3.2.SECTION 1005.3.1 STAIRWAYS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAYS SERVING THAT STORY. 1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND EXIT ACCESS TRAVEL DISTANCE TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE EXIT ACCESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1. THE CUMULATIVE OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1004.2. 1008.1 MEANS OF EGRESS ILLUMINATION ILLUMINATION SHALL BE PROVIDED IN THE MEANS OF EGRESS IN ACCORDANCE WITH SECTION 1008.2. UNDER EMERGENCY POWER, MEANS OF EGRESS ILLUMINATION SHALL COMPLY WITH SECTION 1008.3. 1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL

DED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. EXCEPTIONS: ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM AN ACCESSIBLE MEZZANINE LEVEL IN ACCORDANCE WITH SECTION 1009.3, 1009.4 OR 1009.5. 1010.1.1 SIZE OF DOORS THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). THE CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). 1010.1.1.1 PROJECTIONS INTO CLEAR OPENING THERE SHALL NOT BE PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (864 MM) ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 MM) AND 80 INCHES (2032 MM) ABOVE THE FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 MM). 1010.1.2.1 DIRECTION OF SWING SIDE-HINGED SWINGING DOORS, PIVOTED DOORS AND BALANCED DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY. 1010.1.5 LANDINGS AT DOORS LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES (178 MM). WHERE A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES (1118 MM). OCCUPANCY CLASSIFICATION FROM TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE 1010.1.6 THRESHOLDS THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH (19.1 MM) IN HEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR SLIDING DOORS SERVING DWELLING UNITS OR 1/2 INCH (12.7 MM) ABOVE THE FINISHED FLOOR OR LANDING FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE). 1010.1.7 DOOR ARRANGEMENT SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48

4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE). 1010.1.7 DOOR ARRANGEMENT SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 INCHES (1219 MM) MINIMUM PLUS THE WIDTH OF A DOOR SWINGING INTO THE SPACE. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 1010.2.2 HARDWARE DOOR HANDLES, PULLS, LATCHES, AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1011.2 WIDTH AND CAPACITY THE REQUIRED CAPACITY OF STAIRWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN 44 INCHES (1118 MM). SEE SECTION 1009.3 FOR ACCESSIBLE MEANS OF EGRESS STAIRWAYS. 1011.3 HEADROOM STAIRWAYS SHALL HAVE A HEADROOM CLEARANCE OF NOT LESS THAN 80 INCHES (2032 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. 1011.5.2 RISER HEIGHT AND TREAD DEPTH STAIR RISER HEIGHTS SHALL BE 7 INCHES (178 MM) MAXIMUM AND 4 INCHES (102 MM) MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN THE NOSINGS OF ADJACENT TREADS OR BETWEEN THE STAIRWAY LANDING AND THE ADJACENT TREAD. RECTANGULAR TREAD DEPTHS SHALL BE 11 INCHES (279 MM) MINIMUM MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S NOSING. 1013.1 WHERE REQUIRED (EXIT SIGNS) EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. 1014.2 HEIGHT (HANDRAIL) HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). 1014.3.1 TYPE I (HANDRAIL) HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). 1014.4 CONTINUITY HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 1014.6 HANDRAIL EXTENSIONS HANDRAILS

AND NOT GREATER THAN 2 INCHES (51 MM). 1014.4 CONTINUITY HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 1014.6 HANDRAIL EXTENSIONS HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. 1014.7 CLEARANCE CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE NOT LESS THAN 11/2 INCHES (38 MM). A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 1015.2.1 GLAZING WHERE GLASS IS USED TO PROVIDE A GUARD OR AS A PORTION OF THE GUARD SYSTEM, THE GUARD SHALL COMPLY WITH SECTION 2407. WHERE THE GLAZING PROVIDED DOES NOT MEET THE STRENGTH AND ATTACHMENT REQUIREMENTS OF SECTION 1607.9, COMPLYING GUARDS SHALL BE LOCATED ALONG GLAZED SIDES OF OPEN-SIDED WALKING SURFACES. 1015.3 HEIGHT REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS FOLLOWS: -FROM THE ADJACENT WALKING SURFACES. -ON STAIRWAYS AND STEPPED AISLES, FROM THE LINE CONNECTING THE LEADING EDGES OF THE TREAD NOSINGS. 1017.2 LIMITATIONS (TRAVEL DISTANCE) EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2. 1018.3 AISLES IN GROUPS B AND M IN GROUP B AND M OCCUPANCIES, THE MINIMUM CLEAR AISLE WIDTH SHALL BE DETERMINED BY SECTION 1005.1 FOR THE OCCUPANT LOAD SERVED, BUT SHALL BE NOT LESS THAN THAT REQUIRED FOR CORRIDORS BY SECTION 1020.3. 1020.3 WIDTH AND CAPACITY THE REQUIRED CAPACITY OF CORRIDORS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN THAT SPECIFIED IN TABLE 1020.3. 1024.2 WIDTH AND CAPACITY THE REQUIRED CAPACITY OF EXIT PASSAGEWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1 BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN 44 INCHES (1118 MM), EXCEPT THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN WIDTH. THE MINIMUM WIDTH OR REQUIRED CAPACITY OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED. CHAPTER 11 - ACCESSIBILITY 1102.1 DESIGN BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE

M) IN WIDTH. THE MINIMUM WIDTH OR REQUIRED CAPACITY OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED. CHAPTER 11 - ACCESSIBILITY 1102.1 DESIGN BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND ICC A117.1 B = SEE SECTION 903.2 FOR THE MINIMUM THRESHOLDS FOR PROTECTION BY AN AUTOMATIC SPRINKLER SYSTEM FOR SPECIFIC OCCUPANCIES. A TYPE III 65 85 NSB S M, S FIRE WALLS & FIRE BARRIERS HAVING A REQUIRED FIRE-RESISTANCE RATING GREATER THAN 1 HOUR 2 1 FROM TABLE 716.5 FIRE DOOR AND FIRE SHUTTER PROTECTION RATINGS TYPE OF ASSEMBLY REQUIRED ASSEMBLY RATING MIN FIRE DOOR AND FIRE SHUTTER ASSEMBLY RATING (HR) 1-1/2 3/4OTHER PARTITIONS ALL FROM TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE 2 OCCUPANCY M TYPE OF CONSTRUCTION FIRE SEPARATION DISTANCE = X (FEET) X < 5b OTHERS (IIIA) 15 < X < 10 110 < X < 30 0X > 30 ALL GROUP INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS SPRINKLERED cBM CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS ROOMS AND ENCLOSED SPACES C FROM TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FUNCTION OF SPACE FLOOR AREA IN SQ.FT. PER OCCUPANT FROM TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT OCCUPANCY WITH SPRINKLER SYSTEM FROM TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE R 250 OCCUPANCY MINIMUM WIDTH (INCHES) FROM TABLE 1020.3 MINIMUM CORRIDOR WIDTH ANY FACILITY NOT LISTED IN THIS TABLE 44 1 OCCUPANCY S-2 1 1C 0 OTHERS (IIIA) 2 1-1/2EXTERIOR WALLS MERCANTILE 60 GROSS STORAGE 300 GROSS S-2 400 FROM TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE OCCUPANCY CLASSIFICATION A TYPE III 3 4 NS S M 4 5 NSB S S-2 FROM TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET OCCUPANCY CLASSIFICATION A TYPE III 18,500 55,500 NS SM M S-2 74,000S1 39,000 117,000 NS SM 156,000S1 FROM TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT PRIMARY STRUCTURAL FRAME A TYPE III 1b,c BEARING WALLS EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIONS EXTERIOR NONBEARING WALLS AND PARTITIONS INTERIOR FLOOR CONSTRUCTION AND SECONDARY MEMBERS ROOF CONSTRUCTION AND SECONDARY MEMBERS 2 1 SEE TABLE 705.5 0 1 1b,c B. FIRE PROTECTION OF STRUCTURAL MEMBERS IN ROOF CONSTRUCTION SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF PRIMARY STRUCTURAL FRAME MEMBERS, ROOF FRAMING AND DECKING WHERE