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Supporting Documentation · Jul 2, 2025

24 010_issued for zoning_REVISED_JULY2025

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REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 REVISED PER LIST OF CONDITIONS 6/12/20251 NOTE: THIS DRAWING IS APPROVED ONLY FOR THE SCOPE OF WORK INDICATED ON THE DRAWINGS. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS EITHER BEING APPROVED BY THIS ARCHITECT AND HIS CONSULTANTS OR IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS UNIT SIZE INFORMATION MIN RESIDENTIAL FLOOR AREA · EFFICIENCY 600 SF · 1 BEDROOM 800 SF · 2 BEDROOM = 1,000 SF 1ST FLOOR TENANT SPACE 1 OFFICE- 1436 SF TENANT SPACE 2 OFFICE- 1388 SF 2ND FLOOR 2 BED #1= 1100 SF 2 BED #2= 1034 SF EFFICIENCY#1 = 600 SF 3RD FLOOR 1 BED #1= 800 SF 1 BED #2= 800 SF EFFICIENCY #2= 600 SF * EFFICIENCY #3= 600 SF *AFFORDABLE HOUSING UNIT PROJECT DESCRIPTION CHANGE OF USE MIXED USE AUTHORITY HAVING JURISDICTION WEST ORANGE BUILDING DEPARTMENT, WEST ORANGE, NJ APPLICABLE CODES NEW JERSEY UNIFORM CONSTRUCTION CODE (NJAC 5:23) (NJUCC) INTERNATIONAL BUILDING CODE 2021 (IBC) NEW JERSEY EDITION INTERNATIONAL MECHANICAL CODE 2021 (IMC) INTERNATIONAL FUEL GAS CODE 2021 (IFGC) NATIONAL STANDARD PLUMBING CODE 2021 (NSPC) NFPA 70: NATIONAL ELECTRIC CODE 2020 (NEC) ENERGY SUBCODE ASHRAE 90.1-2019 BARRIER FREE SUBCODE IBC CHAPTER 11 & ICC A117.1-2017 REHABILITATION SUBCODE (NJAC 5:23-6) ELEVATOR SUBCODE (NJAC 5:23-12) THIS PROJECT IS AN ADDITION, ALTERATION AND CHANGE IN USE AS DEFINED BY THE NJ REHABILITATION SUBCODE APPLIES TO CHANGE IN USE OF EXISTING BUILDINGS ONLY THIS PROJECT CONSISTS OF CONVERTING THE SPACE FROM A B OCCUPANCY TO A MIXED USE B-OCCUPANCY AND R-2 APARTMENTS ACCORDINGLY, THIS PROJECT IS A "CHANGE IN USE" AS DEFINED BY THE NJ REHABILITATION SUBCODE. BUILDING CLASS NJAC 5:23-4.3A(D) CLASS 2 BUILDING VOLUME NJAC 5:23-2.28 111,849 CUBIC FEET AREA OF LARGEST FLOOR (FOR PERMIT FORM)NJUCC-F110 2950 SF (INSIDE FACE OF EXTERIOR WALL) USE AND OCCUPANCY CLASSIFICATIONIBC SECTION 302 B AND R-2 MIXED SEPARATED PER IBC 508.4 SPECIAL DETAILED OCCUPANCY AND USE REQUIREMENTS IBC CHAPTER 4 NONE BUILDING AREA IBC 503.1 EXISTING 5,900 SF (INSIDE FACE OF EXTERIOR WALL) ADDITION 2950 SF (INSIDE FACE OF EXTERIOR WALL) TOTAL 8,850 SF (INSIDE FACE OF EXTERIOR WALL) ALLOWABLE AREA IBC SECTION 506 TABULAR AREA (TABLE 506.2) 48,000 SF BUILDING HEIGHT IBC 503.1 34.5 FEET 3 STORIES ALLOWABLE HEIGHT SECTION 504 70 FEET (TABLE 504.3) 4 STORIES (TABLE 504.4) INCIDENTAL

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ALLOWABLE AREA IBC SECTION 506 TABULAR AREA (TABLE 506.2) 48,000 SF BUILDING HEIGHT IBC 503.1 34.5 FEET 3 STORIES ALLOWABLE HEIGHT SECTION 504 70 FEET (TABLE 504.3) 4 STORIES (TABLE 504.4) INCIDENTAL USES IBC TABLE 509 NONE FURNACE ROOM >400MBH 1 HOUR FIRE RATING OR SPRINKLERS FIRE PUMP ROOMS 1 HOUR FIRE RATING & SPRINKLERS CONSTRUCTION CLASSIFICATION IBC SECTION 602 TYPE VA FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS IBC TABLE 601 PRIMARY STRUCTURAL FRAME 1 HOURS BEARING WALLS - EXTERIOR 1 HOURS BEARING WALLS - INTERIOR 1 HOURS NONBEARING WALLS - EXTERIOR 0 HOURS NONBEARING WALLS - INTERIOR 0 HOURS FLOOR CONSTRUCTION 1 HOURS ROOF CONSTRUCTION 1 HOURS AUTOMATIC SPRINKLER SYSTEM IBC SECTION 903 THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM PORTABLE FIRE EXTINGUISHERS IBC SECTION 906 PORTABLE FIRE EXTINGUISHERS ARE PROVIDED IN LOCATIONS NOTED ON DRAWINGS AND/OR SPECIFICATIONS FIRE ALARM AND DETECTION SYSTEMS IBC SECTION 907 REQUIRED PROVIDED YES YES OCCUPANT LOAD IBC 1004.5 FUNCTION AREA AREA PER OCCUPANTOCCUPANCY BUSINESS AREA NORMAL 2824 SF 150 GROSS SF 19 RESIDENTIAL STANDING 5,599 SF 200 GROSS SF 28 TOTAL OCCUPANT LOAD 47 EGRESS WIDTH PER OCCUPANT SECTION 1005.3 COMPONENT WIDTH REQUIRED WIDTH PROVIDED WITH SPRINKLERS STAIRS 28 OCCUPANTS X 0.2 = X INCHES5.6 INCHES OTHER COMPONENTS 28 OCCUPANTS X 0.15 = X INCHES 4.2 INCHES 36” DOOR = 32” CLEAR = 213 OCCUPANTS 44” STAIR = 220 OCCUPANTS EXIT ACCESS TRAVEL DISTANCE IBC TABLE 1017.2 OCCUPANCYMAX PERMITTED PROVIDED R 250 FEET 120 FEET B 300 FEET 49 FEET CORRIDOR FIRE-RESISTANCE RATING IBC TABLE 1020.2 .5 HOURS MINIMUM CORRIDOR WIDTH IBC TABLE 1020.3 36 INCHES SPACES WITH ONE EXIT OR EXIT ACCESS DOORIBC TABLE 1006.2.1 R-2 SPACE IS ONLY REQUIRED TO HAVE ONE EXIT PER IBC1006 STORIES WITH ONE EXIT IBC TABLE 1006.3.4(2) BUILDING IS ONLY REQUIRED TO HAVE ONE EXIT PER IBC 1006.3.2 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD IBC TABLE 1006.3.3 1 EXITS PER STORY REQUIRED FOR R-2 BASEMENT, FIRST, SECOND OR THIRD ABOVE GRADE PLAN MAX NUMBER OF DWELLING UNITS PER FLOOR 4 WITH A MAX. EXIT TRAVEL DISTANCE OF 125 FEET GROUND SNOW LOAD (NJUCC BULLETIN 94-8) IBC TABLE 1608.2 25 PSF RISK CATEGORY IBC TABLE 1604.5 II EFFICIENCY #2 600 SF AFFORDABLE HOUSING UNIT 1-BEDROOM #1 800 SF 1-BEDROOM #2 800 SF EFFICIENCY #3 600 SF WH WH WH WH #4 #5 #6 #7 FIRE-ESCAPEEXIT EXIT FIRE-ESCAPE EXIT EXITEXIT 56.83' ** 51.92' ** EXIT **

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CIENCY #2 600 SF AFFORDABLE HOUSING UNIT 1-BEDROOM #1 800 SF 1-BEDROOM #2 800 SF EFFICIENCY #3 600 SF WH WH WH WH #4 #5 #6 #7 FIRE-ESCAPEEXIT EXIT FIRE-ESCAPE EXIT EXITEXIT 56.83' ** 51.92' ** EXIT ** THIRD FLOOR = 2,950 SF WHICH IS LESS THAN THE 3,000 SF REQUIREMENT FOR AN ELEVATOR. DN 4.00' LADDER LADDER 2-BEDROOM #1 1100 SF EFFICIENCY #1 600 SF 2-BEDROOM #2 1034 SF #1 #2 #3 56.83' ** 51.92' ** ** SECOND FLOOR = 2,950 SF WHICH IS LESS THAN THE 3,000 SF REQUIREMENT FOR AN ELEVATOR. FIRE-ESCAPE EXIT EXIT FIRE-ESCAPE FIRE-ESCAPE EXIT EXITEXIT EXIT UPDN 4.00' LADDER LADDER OFFICE SPACE #1 1436 SF OFFICE SPACE #2 1388 SF COMMERCIAL TRASH RESIDENTIAL TRASH LIFT BILCO DN DN PER CONDITIONS- NO PORTION OF BUILDING SHALL BE USED AS AN EVENT SPACE. SECOND OFFICE SPACE MAY NOT BE USED FOR MEDICAL USE. UP ESCAPE LADDER ABOVE ESCAPE LADDER ABOVE FIRE-ESCAPE ABOVE FIRE-ESCAPE ABOVE NEW WALL. SEE WALL TYPE. EXISTING WALL TO REMAIN NEW DOOR. SEE DOOR SCHED. NEW WINDOW. SEE WINDOW SCHED. ### X CONSTRUCTION LEGEND X#Y NEW 1- HOUR FIRE RATED WALL. SEE WALL TYPE S1A. EXTINGUISHER 10#ABC IN KITCHENS WALL, FINISH MATERIAL OR ITEM TO BE REMOVED. EXISTING PARTITION TO REMAIN. PATCH & REFINISH ALL SURFACES DISTURBED OR DAMAGED AS A RESULT OF THIS CONTRACT. DEMOLITION LEGEND SEE GENERAL DEMOLITION NOTES BELOW. GFCI TELEPHONE WALL RECEPTACLE D DUPLEX ELECTRICAL RECEPTACLE DUPLEX ELECTRICAL RECEPTACLE WITH GROUND FAULT PROTECTION TEL DATA WALL RECEPTACLE QUAD ELECTRICAL RECEPTACLE HDMI HDMI OUTLET E.P. ELECTRICAL PANEL ELECTRICAL LEGEND REFLECTED CEILING LEGEND LIGHT SWITCH LIGHT SWITCH 3 WAY SUSPENDED CEILING GRID AND ACOUSTICAL CEILING TILE. RETURN CEILING MOUNTED LIGHT FIXTURE SUPPLY EXIT EXIT EXIT SIGN W/ EMERGENCY EGRESS LIGHTS EXIT SIGN WITH DIRECTIONAL ARROW NEW SMOKE DETECTOR EMERGENCY PATH OF EGRESS LIGHTS SD CO CARBON MONOXIDE DETECTOR. FIRE DETECTION & NOTIFICATION TITLE SHEET DRAWING TITLE: JASON PEIST, AIA - ARCHITECT CHANGE OF USE- ADD A LEVEL 172-174 MAIN ST WEST ORANGE, NJ 07052 BLOCK 89, LOT 6 ESSEX COUNTY ARCHITECTURAL LICENSE #: NJ# 21AI02035200 NY# 039598 PA# RA410300 CT# ARI.0015695 RI# ARC.0005736 drawings, specifications & other documents, both paper copies and in electronic form, prepared by jason peist and consultants are instruments of service for use solely for this project. they may not be used for any purposes beyond the scope of this contract without

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in electronic form, prepared by jason peist and consultants are instruments of service for use solely for this project. they may not be used for any purposes beyond the scope of this contract without written permission from jason peist. unlawful use of instruments of service shall be prosecuted to the full extent of the law. © COPYRIGHT 2024 JASON PEIST ARCHITECT, LLC 171 BROAD ST. MATAWAN, NJ 07747 732-379-0743 | info@jasonpeist.com 4/10/24 DATE: JOB NUMBER: SCALE: AS NOTED DRAWN BY: J.R.P. DRAWING NUMBER T-1 OF 24-010 81 SHEET: 3 SCALE: 1/8"=1'-0" KEY PLAN THIRD FLOOR 2 SCALE: 1/8"=1'-0" KEY PLAN SECOND FLOOR 1 SCALE: 1/8"=1'-0" KEY PLAN FIRST FLOOR REFER TO CIVIL ENGINEERING DRAWINGS BY MORGAN ENGINEERING FOR ADDITIONAL INFORMATION 1 1 1 SINGLE EXIT REQUIREMENT 1006.3.4SINGLE EXITS. A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED FROM ANY STORY OR OCCUPIED ROOF WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: 1.THE OCCUPANT LOAD, NUMBER OF DWELLING UNITS AND EXIT ACCESS TRAVEL DISTANCE DO NOT EXCEED THE VALUES IN TABLE 1006.3.4(1) OR 1006.3.4(2). 2.ROOMS, AREAS AND SPACES COMPLYING WITH SECTION 1006.2.1 WITH EXITS THAT DISCHARGE DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISCHARGE, ARE PERMITTED TO HAVE ONE EXIT OR ACCESS TO A SINGLE EXIT. ... 5.INDIVIDUAL SINGLE-STORY OR MULTISTORY DWELLING UNITS SHALL BE PERMITTED TO HAVE A SINGLE EXIT OR ACCESS TO A SINGLE EXIT FROM THE DWELLING UNIT PROVIDED THAT BOTH OF THE FOLLOWING CRITERIA ARE MET: 5.1.THE DWELLING UNIT COMPLIES WITH SECTION 1006.2.1 AS A SPACE WITH ONE MEANS OF EGRESS. 5.2.EITHER THE EXIT FROM THE DWELLING UNIT DISCHARGES DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISCHARGE, OR THE EXIT ACCESS OUTSIDE THE DWELLING UNIT’S ENTRANCE DOOR PROVIDES ACCESS TO NOT LESS THAN TWO APPROVED INDEPENDENT EXITS. TABLE 1006.3.4(1)STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES BASEMENT, FIRST, SECOND OR THIRD STORY ABOVE GRADE PLANE MAXIMUM NUMBER OF DWELLING UNITS 4 DWELLING UNITS PER FLOOR MAXIMUM EXIT ACCESS TRAVEL DISTANCE 125 FEET A.BUILDINGS CLASSIFIED AS GROUP R-2 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND PROVIDED WITH EMERGENCY ESCAPE AND RESCUE OPENINGS IN ACCORDANCE WITH SECTION 1031. B.THIS TABLE IS USED FOR R-2 OCCUPANCIES CONSISTING OF DWELLING UNITS. FOR R-2 OCCUPANCIES CONSISTING OF SLEEPING UNITS,

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IDED WITH EMERGENCY ESCAPE AND RESCUE OPENINGS IN ACCORDANCE WITH SECTION 1031. B.THIS TABLE IS USED FOR R-2 OCCUPANCIES CONSISTING OF DWELLING UNITS. FOR R-2 OCCUPANCIES CONSISTING OF SLEEPING UNITS, USE TABLE 1006.3.4(2). ELEVATORS- 2021 IBC NJ EDITION, SECTION 1104.4.1 SMALL BUILDINGS. SMALL BUILDINGS, DEFINED AS THOSE WITH A TOTAL GROSS ENCLOSED FLOOR AREA OF LESS THAN 10,000 SQUARE FEET, SHALL BE REQUIRED TO HAVE AT LEAST ONE ACCESSIBLE ENTRANCE ON THE GROUND (OR FIRST) FLOOR AND ACCESSIBLE INTERIOR BUILDING FEATURES ON ALL FLOORS. EXCEPT AS PROVIDED IN SECTIONS 1104.4.1.1 1104.4.1.4, SMALL BUILDINGS THAT ARE NOT MORE THAN TWO STORIES SHALL NOT BE REQUIRED TO HAVE AN ELEVATOR(S) TO PROVIDE A VERTICAL ACCESSIBLE ROUTE BETWEEN FLOORS. SMALL BUILDINGS THAT ARE THREE OR MORE STORIES SHALL BE REQUIRED TO HAVE AN ELEVATOR(S) TO PROVIDE A VERTICAL ACCESSIBLE ROUTE BETWEEN FLOORS; HOWEVER, IN SUCH BUILDINGS, FLOORS THAT ARE LESS THAN 3,000 SQUARE FEET OR FLOORS WITH ONLY MECHANICAL EQUIPMENT SHALL NOT BE REQUIRED TO BE SERVED BY AN ELEVATOR. FIRE- ESCAPES PER WEST ORANGE HOUSING SECTION § 14-8.11WHERE SECOND MEANS OF EGRESS REQUIRED. [1972 CODE § 16-8.11] A. DWELLING UNITS. THERE SHALL BE A SECOND MEANS OF EGRESS FOR ALL DWELLING UNITS (EXCEPT IN SINGLE-FAMILY DWELLINGS) WHICH DWELLING UNITS ARE LOCATED IN BASEMENTS OR ABOVE THE FIRST STORY LEVEL OF ANY STRUCTURE. D. WINDOW IN PATH OF EGRESS. WHERE A WINDOW FORMS A PART OF THE PATH OF EGRESS FROM A DWELLING UNIT OR ROOMING UNIT OR COMMON HALLWAY OR AREAWAY TO A FIRE ESCAPE, THE WINDOW SHALL BE LOCATED NO MORE THAN THREE FEET ABOVE THE FLOOR AREA AND SHALL PROVIDE A MINIMUM OPENING OF AT LEAST THREE FEET IN WIDTH AND FOUR FEET IN HEIGHT. THE WINDOW SHALL BE EASY TO OPEN FOR ALL OCCUPANTS AND SHALL LEAD DIRECTLY TO THE FIRE ESCAPE OR TO THE IMMEDIATELY ADJACENT OUTSIDE GROUND AREA WITH A MAXIMUM DROP OF THREE FEET THERETO. SCREENS, STORM WINDOWS AND OTHER BARRIERS TO THE OUTSIDE SHALL BE READILY OPENED OR REMOVED SO AS NOT TO FORM ANY OBSTRUCTION TO OCCUPANTS SEEKING EGRESS IN CASES OF EMERGENCY. § 25-8.2YARD ENCROACHMENTS. [ORD. NO. 2357-12 § 25-8.1; AMENDED 9-22-2020 BY ORD. NO. 2617-20] IN ALL DISTRICTS, THE SPACE IN A REQUIRED FRONT, SIDE, SIDE FRONT YARD OR REAR YARD SHALL BE OPEN AND UNOBSTRUCTED EXCEPT FOR: D. FIRE ESCAPES REQUIRED BY LAW, AND CHIMNEYS, NOT OVER FOUR FEET WIDE, PROVIDED THAT THE BUILDING

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CE IN A REQUIRED FRONT, SIDE, SIDE FRONT YARD OR REAR YARD SHALL BE OPEN AND UNOBSTRUCTED EXCEPT FOR: D. FIRE ESCAPES REQUIRED BY LAW, AND CHIMNEYS, NOT OVER FOUR FEET WIDE, PROVIDED THAT THE BUILDING INSPECTOR SHALL DETERMINE THAT SUCH PROJECTIONS ARE SO PLACED AS NOT TO OBSTRUCT LIGHT OR VENTILATION. 1 1 1 1 1 1 1 1 1 1 1

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REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 REVISED PER LIST OF CONDITIONS 6/12/20251 NOTE: THIS DRAWING IS APPROVED ONLY FOR THE SCOPE OF WORK INDICATED ON THE DRAWINGS. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS EITHER BEING APPROVED BY THIS ARCHITECT AND HIS CONSULTANTS OR IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS REMOVE ALL NON-LOAD BEARING ELEMENTS, INCLUDING DOORS, BATHROOMS, LIGHTS, AND FINISHES DOWN TO SUBSTRATE. ALL STRUCTURAL ELEMENTS TO REMAIN REMOVE ALL NON-LOAD BEARING ELEMENTS, INCLUDING DOORS, BATHROOMS, LIGHTS, AND FINISHES DOWN TO SUBSTRATE. ALL STRUCTURAL ELEMENTS TO REMAIN E.P. WHWHWH E.P.E.P. ELEC METERS DISONNECT AND REMOVE FURNACES AND WATERHEATERS.GAS METERS DISONNECT AND REMOVE ELECTRICAL METERS GAS CHASE DEMOLITION PLANS PARTIAL CELLAR PLAN RENDERING DRAWING TITLE: JASON PEIST, AIA - ARCHITECT CHANGE OF USE- ADD A LEVEL 172-174 MAIN ST WEST ORANGE, NJ 07052 BLOCK 89, LOT 6 ESSEX COUNTY ARCHITECTURAL LICENSE #: NJ# 21AI02035200 NY# 039598 PA# RA410300 CT# ARI.0015695 RI# ARC.0005736 drawings, specifications & other documents, both paper copies and in electronic form, prepared by jason peist and consultants are instruments of service for use solely for this project. they may not be used for any purposes beyond the scope of this contract without written permission from jason peist. unlawful use of instruments of service shall be prosecuted to the full extent of the law. © COPYRIGHT 2024 JASON PEIST ARCHITECT, LLC 171 BROAD ST. MATAWAN, NJ 07747 732-379-0743 | info@jasonpeist.com 4/10/24 DATE: JOB NUMBER: SCALE: AS NOTED DRAWN BY: J.R.P. DRAWING NUMBER D-001 OF 24-010 8 0 SCALE: 1/4"=1'-0" PARTIAL CELLAR 2 SHEET: 1D SCALE: 1/8"=1'-0" DEMOLITION PLAN 1ST FLOOR 2D SCALE: 1/8"=1'-0" DEMOLITION PLAN 2ND FLOOR R1 NO TO SCALE RENDERING EXTERIOR EX NO TO SCALE EXISTING PHOTOGRAPH 1

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REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 REVISED PER LIST OF CONDITIONS 6/12/20251 NOTE: THIS DRAWING IS APPROVED ONLY FOR THE SCOPE OF WORK INDICATED ON THE DRAWINGS. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS EITHER BEING APPROVED BY THIS ARCHITECT AND HIS CONSULTANTS OR IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS 48" x 30" PARKING SPACE 60" TURNING RADIUS 48" x 30" PARKING SPACE 60" TURNING RADIUS 48" x 30" PARKING SPACE 30" x 48" SINK CLR 30" x 48" SINK CLR 9'-6" 8'-6" 8'-6" 8'-6" 5'-0" 8'-6" 10'-9" 4'-0" 10'-8" 5'-0" 5'-0" 10'-0" 15'-8" 8'-6"8'-6"8'-6"5'-1" UP OFFICE LAB #1 LAB #2 LAB #3 LAB #4 LAB #5 10'-7"7'-6" 7'-6" PHLEBOTOMIST STORAGE TOILET TOILET WAITING OFFICE SPACE BREAK ROOM TOILET TOILET HALL HALL RECEPTION 6'-8" JAN CL 5'-6" 4'-0" 5'-0" 3'-0" JAN SINK 10'-0" EXISTING MASONRY BLOCK WALL. MAINTAIN FIRE-RATING. NEW STEEL LINTEL. SEE LINTEL SCHEDULE NEW STEEL LINTEL. SEE LINTEL SCHEDULE NEW STOREFRONT AS SELECTED BY OWNER NEW STOREFRONT AS SELECTED BY OWNER NEW STEEL LINTEL. SEE LINTEL SCHEDULE NEW STEEL LINTEL. SEE LINTEL SCHEDULE EX. EX. EX. EX. EX. COLUMNS TO REMAIN EX. COLUMNS TO REMAIN 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI COORDINATE OPENING SIZE AND LOCATION WITH OWNER 1'-0" MIN WH WH FURNACE 44" GFI FURNACE GAS CHASE E.P. E.P. EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT BREAK ROOM EXIT DISCHARGE LIGHT EXIT DISCHARGE LIGHT RESIDENTIAL TRASH ENCLOSURE SEE CIVIL DRAWINGS FOR ADDITIONAL INFO H.C. LIFT NEW RAILING NEW RAILING NEW RAILING DN DN COMMERCIAL TRASH ENCLOSURE SEE CIVIL DRAWINGS FOR ADDITIONAL INFO PER CONDITIONS- NO PORTION OF BUILDING SHALL BE USED AS AN EVENT SPACE. SECOND OFFICE SPACE MAY NOT BE USED FOR MEDICAL USE. FIRE ESCAPE ABOVE DROP LADDER ABOVE DROP LADDER ABOVE FIRE ESCAPE ABOVE MARK L-1 L-2 L-3 L-4 (1) WT10.5x66 FOR 12" WALL THICKNESS. SIZE (1) ANGLE 6x3 x FOR EACH 4" WALL THICKNESS (LLV). 52/1 /16 (1) ANGLE 6x3 x FOR EACH 4" WALL THICKNESS (LLV). 1 / 2 2/1 MINIMUM HEIGHT ABOVE LINTEL - 8 FEET. FOR OPENINGS UP TO 16'-0". PROVIDE 8" BEARING, MINIMUM. FOR OPENINGS 8'-0" TO 10'-0". FOR OPENINGS UP TO

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) ANGLE 6x3 x FOR EACH 4" WALL THICKNESS (LLV). 1 / 2 2/1 MINIMUM HEIGHT ABOVE LINTEL - 8 FEET. FOR OPENINGS UP TO 16'-0". PROVIDE 8" BEARING, MINIMUM. FOR OPENINGS 8'-0" TO 10'-0". FOR OPENINGS UP TO 6'-0". PROVIDE 8" BEARING, MINIMUM. REMARKS FOR OPENINGS 6'-0" TO 8'-0". PROVIDE 8" BEARING, MINIMUM. FILL CELLS SOLID WITH GROUT FOR 3 COURSES BELOW BEARING PLATE. PROVIDE 10" BEARING, MINIMUM. FILL CELLS SOLID WITH GROUT FOR 3 COURSES BELOW BEARING PLATE. SECTIONS LINTEL SCHEDULE (1) ANGLE 5x3 1/2 x 5/16 FOR EACH 4" WALL THICKNESS (LLV). TOOTH IN NEW WHOLE BLOCK INTO MASONRY OPENING ELIMINATING VERTICAL JOINTS OUTLINING ORIGINAL OPENING FOR ALL OPENINGS, TOOTH NEW CORNER BLOCK INTO MASONRY. INSERT DOOR FRAME ANCHORS. UP TO 40" MASONRY OPENINGS: PRECAST CONCRETE LINTEL FULL THICKNESS OF WALL WITH 4" BEARING. 4" DOOR FRAME HEAD IN BLOCK WALLS, TYPICAL. TENANT # 1 TENANT # 2SHARED APT # 1 APT # 2 APT # 3 APT # 4 APT # 5 APT # 6 APT #7 TENANT # 1 TENANT # 2 APT # 1 APT # 2 APT # 3 APT # 4 APT # 5 APT # 6 APT #7 COORDINATE ELECTRICAL METERS WITH SERVICE PROVIDER SHARED ELECTRICAL PANEL DISONNECT SWITCH COORDINATE GAS METERS WITH SERVICE PROVIDER GAS CHASE 1/2" GYPSUM BOARD ON 2"X4" STUDS AT 16" O.C. WITH R-13 INSULATION. 8" CMU WALL 1/2" AIR GAP 2"x4" P.T. SOLE PLATE, TYP. 5" BLOCK FURRING WALLS (EXTERIOR) 4 EXTERIOR FINISH FIRST FLOOR CELLAR PLAN CONSTRUCTION PLAN DRAWING TITLE: JASON PEIST, AIA - ARCHITECT CHANGE OF USE- ADD A LEVEL 172-174 MAIN ST WEST ORANGE, NJ 07052 BLOCK 89, LOT 6 ESSEX COUNTY ARCHITECTURAL LICENSE #: NJ# 21AI02035200 NY# 039598 PA# RA410300 CT# ARI.0015695 RI# ARC.0005736 drawings, specifications & other documents, both paper copies and in electronic form, prepared by jason peist and consultants are instruments of service for use solely for this project. they may not be used for any purposes beyond the scope of this contract without written permission from jason peist. unlawful use of instruments of service shall be prosecuted to the full extent of the law. © COPYRIGHT 2024 JASON PEIST ARCHITECT, LLC 171 BROAD ST. MATAWAN, NJ 07747 732-379-0743 | info@jasonpeist.com 4/10/24 DATE: JOB NUMBER: SCALE: AS NOTED DRAWN BY: J.R.P. DRAWING NUMBER A-101 OF 24-010 83 SHEET: 1 SCALE: 1/4"=1'-0" FIRST FLOOR PLAN A NOT TO SCALE MASONRY WALL- NEW DOOR B NOT TO SCALE MASONRY WALL- INFILL 1 1 1

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REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 REVISED PER LIST OF CONDITIONS 6/12/20251 NOTE: THIS DRAWING IS APPROVED ONLY FOR THE SCOPE OF WORK INDICATED ON THE DRAWINGS. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS EITHER BEING APPROVED BY THIS ARCHITECT AND HIS CONSULTANTS OR IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS DN UP 17'-9"8'-5" BEDROOM BEDROOM CL CL KITCHEN 10'-0" BATH BATH SLEEPING CL CL BATH ldry ldry KITCHEN 2-BEDROOM APT #2 12'-3"6'-0" 8'-0"4'-7" EFFICIENCY APT #3 BATH BEDROOM BEDROOM OFFICE CL CL LDRY HALL HALL HALL KITCHEN 14'-2" 10'-0" 11'-11" 14'-0" 12'-3" 2'-0" 10'-9" 2-BEDROOM APT#1 24'-7" 19'-8" 10'-11" 13'-0" 2'-0" 12'-2" 8'-1" 8'-0" BATH 8'-0" 8'-0" 2'-10" OFFICE 2'-0" 8'-0" 10'-0" EX. COLUMNS TO REMAIN EX. COLUMNS TO REMAIN 15'-0" 25'-8" 3'-8" 4'-1" 12'-1" NEW STEEL LINTEL. SEE LINTEL SCHEDULE NEW STEEL LINTEL. SEE LINTEL SCHEDULE REPLACE EXISTING WINDOWS WITH EGRESS CASEMENT WINDOWS, TYP. REPLACE EXISTING WINDOWS WITH EGRESS CASEMENT WINDOWS, TYP. NEW WINDOW IN EXISTING DOOR OPENING. FILL AS REQUIRED. NEW WINDOW IN EXISTING DOOR OPENING. FILL AS REQUIRED. 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI GFI GFI GFI GFI GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI 44" GFI D/W GFI GFI D/W GFI GFI D/W GFI GFI13'-3" 2'-0" 6'-7" 7'-0" 6'-2" 3'-0" 3'-7"5'-0" 8'-5" 3'-9" 12'-9" DINING 5'-0" GFI GFI GFI GFIWH WH WH GAS CHASE E.P. E.P. E.P. EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING INSTALL PRIVACY FILM INSTALL PRIVACY FILM INSTALL PRIVACY FILM INSTALL PRIVACY FILM 56'-10" 51'-11" LADDER fire-escape LADDER fire-escape 1. TEMPERED GLASS TO BE INSTALLED WHERE REQUIRED BY CODE, NOT LIMITED TO: 1.1. ANY WINDOW OR SIDELIGHT WITHIN 24 INCHES HORIZONTALLY OF A DOOR MUST BE TEMPERED. 1.2. ANY WINDOW OR SASH THAT IS 9 SQUARE FEET OR MORE AND IS 18 INCHES OR LESS FROM A FLOOR MUST BE TEMPERED. 1.3. ANY WINDOW WITHIN A TUB OR SHOWER AREA THAT IS LESS THAN 60 INCHES FROM THE FLOOR OF THE TUB MUST BE TEMPERED. 1.4. ANY WINDOW ON A STAIRCASE LANDING OR WITHIN 60 INCHES A STAIRCASE TREAD MUST BE TEMPERED. ALL WINDOWS SHALL HAVE LOW 'E' GLASS, DOUBLE GLAZED. OWNER SHALL CONFIRM STYLE, COLOR AND ACCESSORIES. SUBSTITUTIONS MUST MEET ENERGY CODE REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR WINDOW COUNT. NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR SHALL VERIFY

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