24 010_ISSUED FOR ZONING

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 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 6" REPLENISH WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ADDITIONAL MEASURES MAY BE REQUIRED TO CONTROL SEDIMENT RUNOFF. LAWN STONE PAD- ASTM C-33 1" TO 2 1/2" CRUSHED STONE 6 " THICK ON FILTER FABRIC NOTE: ALL SOIL TRACKED INTO THE STREET MUST BE REMOVED IMMEDIATELY GRADE 6" 6" DIG 6" WIDE TRENCH. BURY BOTTOM 12" OF FABRIC, TAMP IN PLACE. FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC. SILT DRAWSTRING RUNS THROUGH FABRIC ALONG TOP OF FENCE. FENCE POSTS AT 8'-0" O.C. 2'-0" MIN 2'-0" MIN 2'-0" 8'-0" MAX 2'-0" DRAWSTRING RUNS THROUGH FABRIC ALONG TOP OF FENCE. 6.54' +/- 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 25.00'18.00' 18.00' 30.00' 6.00' 6.00' EX. 2-STORY MASONRY BUILDING PROPOSED THIRD FLOOR ADDITION BASED ON SURVEY PROVIDED BY N.E. BREID & COMPANY, INC. BERNARDSVILLE, NJ 07924 DATED MARCH 13, 1989 KENNETH R. CARLISL NJ LIC # 32109 B-1 ZONE (SPECIAL IMPROVEMENT DISTRICT) REQUIRED EXISTING PROPOSED NOTES MAX HEIGHT 35' (2.5 STORIES) 22'-11" (2 STORIES) 34'-6" (3 STORIES) DOES NOT CONFORM MIN LOT AREA NO MINIMUM 15159 SF NO CHANGE CONFORMS MIN LOT AREA PER UNIT SF 3,740 SF PER TWO FAMILY N/A 7 UNITS PROPOSED (26,180 SF REQ) 15159 SF EX DOES NOT CONFORM LOT WIDTH (MIN) NO MINIMUM 75 FEET NO CHANGE CONFORMS FRONT SETBACK (FT) NONE REQUIRED 125.7 FEET NO CHANGE CONFORMS SIDE SETBACK (FT) NONE OR 6' IF PROVIDED 11.4 FEET NO CHANGE CONFORMS - 8.6 FEET NO CHANGE CONFORMS TOTAL TWO SIDES 12' 20 FEET NO CHANGE CONFORMS REAR SETBACK (FT) 30 FEET 6.54 FEET +/- NO CHANGE EX. NON-CONFORMANCE MAX BUILDING COVERAGE 60% 21.3% (3229 SF) NO CHANGE CONFORMS MAX LOT COVERAGE 75% 84.2% (12765 SF) NO CHANGE EX. NON-CONFORMANCE PARKING REQUIREMENTS USE CODE REQ. PROPOSED SF SPACES REQ OFFICE (1ST FLOOR) 1 PER 250 SF GROSS 2824 SF 12 SPACES 1 BED/ EFFICIENCY BEDROOM 1.8 5 UNITS 9 SPACES 2 BEDROOMS 2.0 2 UNITS 4 SPACES TOTAL 25 REQUIRED 26 PROVIDED 90° ANGLE PARKING, TWENTY-FOUR-FOOT AISLE WIDTH. TWO-WAY. ALL DRIVEWAYS FOR TWO-WAY TRAFFIC SHALL BE A MINIMUM OF 24 FEET WIDE AND IN

ACES 2 BEDROOMS 2.0 2 UNITS 4 SPACES TOTAL 25 REQUIRED 26 PROVIDED 90° ANGLE PARKING, TWENTY-FOUR-FOOT AISLE WIDTH. TWO-WAY. ALL DRIVEWAYS FOR TWO-WAY TRAFFIC SHALL BE A MINIMUM OF 24 FEET WIDE AND IN NO CASE SHALL A DRIVEWAY BE LESS THAN 14 FEET WIDE STANDARD SIZE PARKING SPACES SHALL HAVE MINIMUM DIMENSIONS OF NINE FEET BY 18 FEET UNIT SIZE INFORMATION MIN APARTMENT REQ 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= 850 SF EFFICIENCY #2= 600 SF EFFICIENCY #3= 615 SF 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 3229 SF 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 6,458 SF ADDITION 3229 SF TOTAL 9,687 SF 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 >400MBH1 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

URNACE ROOM >400MBH1 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 X FEET B 300 FEET X 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 1-BEDROOM #1 800 SF 1-BEDROOM #2 850 SF EFFICIENCY #3 615 SF WH WH WH WH #4 #5 #6 #7 2-BEDROOM #1 1100 SF EFFICIENCY #1 600 SF 2-BEDROOM #2 1034 SF #1 #2 #3 TENANT SPACE #1 1436 SF TENANT SPACE #2 1388 SF 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

ALL. 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 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 24-010 171 SHEET: 3 NOT TO SCALE WHEEL CLEANING BLANKET 5 NOT TO SCALE FILTER FABRIC FENCE5A NOT TO SCALE FILTER FABRIC FENCE ELEVATION 0 SCALE: 1"=25' SITE PLAN 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

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 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 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 17 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

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 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 OBSTRUCTED HIGH SIDE REACH 48" MIN. 10" MAX 48" MIN 36" MIN 9" MIN ELEVATION SWING DOOR 2B 5A SCALE: 1/2" = 1'-0" SIDE REACH CLEARANCES UNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH SEGMENT LENGTH LESS THAN OR EQUAL TO 24" GREATER THAN 24" MINIMUM SEGMENT WIDTH 32" (SEE NOTE) 36" NOTE: CONSECUTIVE SEGMENTS OF 32" WIDE MUST BE SEPARATED BY A ROUTE SEGMENT 48" LONG MINIMUM AND 36" WIDE MINIMUM. 4'-0" MIN. 2'-6" 5'-0" 5'-0" 4'-0" INTERIOR: 2 1/2" MIN. SIZE EXTERIOR: 8" MIN. SIZET-SHAPED PLAN CIRCULAR PLAN 5'-0" 5'-0" 3'-0" 2'-0" 12"12" FRONT APPROACH PULL SIDE 60" MIN. 60" MIN. DOOR WIDTH DOOR WIDTH DOOR WIDTH 48" MIN. 60" MIN. 18"MIN 25"MAX.17"-25" 2'-6" MIN. 2'-6" MIN. 15" MIN 48" MAX 48" MAX 44" MAX 20" MAX >20"-25" MAX 15" MIN 48" MAX 48" MAX 48" MAX 34" MAX 34" MAX 10" MAX > 10"-24" MAX 36" MIN 36" MIN 32" MIN 32" MIN 24" MAX24" MAX PARALLEL APPROACH 60" MIN FORWARD APPROACH 6" MAX PLAN 9" MIN 27" MIN 8" MIN 11" MIN ELEVATION PLAN 5'-0" MIN. 36" MIN. 5'-0" MIN. APPROACH FRONT APPROACH PUSH SIDE APPROACH HINGE APPROACH PULL SIDE 24" MIN. 48" MIN. LATCH APPROACH PULL SIDE 54" MIN. W/ CLOSER PROVIDE THIS SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 48" MIN. 12" MIN. 12" MIN. 22" MIN. PROVIDE THIS SPACE IF DOOR IS EQUIPPED WITH A CLOSER. HINGE APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE 42" MIN 24" MIN. 42" MIN 48" MIN. PROVIDE THIS SPACE IF DOOR IS EQUIPPED WITH A CLOSER. W/ LATCH & CLOSER WITH CLOSER ALTERNATE 42" MIN ALTERNATE 42" MIN 90° FOLDING DOOR SLIDING DOOR 32" MIN 32" MIN 32" MIN APPROACH APPROACH APPROACH APPROACH X > 15" X > 24" 18" MIN6" MIN 6" MIN 12" MIN 6 0 " D I A C L E A R 1A SCALE: 1/2" = 1'-0" 180°/360° TURNING SPACE 1B SCALE: 1/2" = 1'-0" ALTERNATE TURNING SPACE 2A SCALE: 1/2" = 1'-0" CLEAR FLOOR SPACE SCALE: 1/2" = 1'-0" ALCOVE MANEUVERING CLEARANCES 3 SCALE: 1/2" = 1'-0" INTERNATIONAL SYMBOL 4 SCALE: 1/2" = 1'-0" CLEAR WIDTH OF ACCESSIBLE ROUTE SCALE: 1/2" = 1'-0" FORWARD REACH CLEARANCES 5C5B SCALE: 1/2" = 1'-0" TOE CLEARANCES SCALE: 1/2" = 1'-0" KNEE CLEARANCES 5D 6A

NTERNATIONAL SYMBOL 4 SCALE: 1/2" = 1'-0" CLEAR WIDTH OF ACCESSIBLE ROUTE SCALE: 1/2" = 1'-0" FORWARD REACH CLEARANCES 5C5B SCALE: 1/2" = 1'-0" TOE CLEARANCES SCALE: 1/2" = 1'-0" KNEE CLEARANCES 5D 6A SCALE: 1/2" = 1'-0" MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS- PULL SIDE 6A SCALE: 1/2" = 1'-0" MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS- PUSH SIDE 8 SCALE: 1/2" = 1'-0" DOORS IN A SERIES MANEUVERING CLEARANCES 9 SCALE: 1/2" = 1'-0" CLEAR WIDTHS- DOORS ACCESSIBILITY REQUIREMENTS 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-001 OF 24-010 173 SHEET:

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 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 3-15/16" TYP. RECOMMENDED MOUNTING HEIGHT OFF FLOOR FOR UNIVERSAL/BARRIER-FREE DESIGN 30" H 12-3/16" 10" 28" 11-1/16" [280mm] HORIZONTAL TWO-WALL BAR FOR SHOWER STALL (IF PRESENT IN DESIGN) 34-3/4'' TOILET TISSUE SPINDLES (2) SANITARY NAPKIN DISPOSAL PANEL S NOT TO SCALE 18" GRAB BAR A3 FRAME 3/4" E 10-11/16" 15-1/8" 1-3/16" 7-9/16" TYP. 4-1/16" 9-1/16" 2-3/8" 3-15/16" 3/16" 1" TYP. 1" TYP. RECOMMENDED MOUNTING HEIGHT OFF FLOOR FOR BARRIER-FREE DESIGN 50-1/2" 14" 4 3/4" 8 1/8" 3 1/2" 2 3/4" RECOMMENDED MOUNTING HEIGHT OFF FLOOR FOR UNIVERSAL/BARRIER-FREE DESIGN 50-7/8" 12-1/2" 6-1/16" 1-3/8" TYP. 7-9/16" 6" 2-3/4" 1-15/16" 1/8" 2-3/8" 3-3/16" 13/16" RECOMMENDED MOUNTING HEIGHT OFF FLOOR FOR BARRIER-FREE DESIGN 28" H ALL GRAB BARS ARE SATIN FINISH WITH PEENED GRIPPING SURFACE 4'' 19-3/4'' 15-7/8'' 26-7/8'' LOCK & KEY STAINLESS STEEL DOOR STAINLESS STEEL FLANGE PIVOT POINT FILLER-TOP CONCEALED WALL PLATE WINDOW PUSH BUTTON & SPOUT SSS S S REMOVABLE WASTE RECEPTACLE LOCK & KEY DOOR PAPER TOWEL DISPENSER KNOB LATCH DOOR SS S S S REMOVABLE WASTE RECEPTACLE NOT TO SCALE 42" GRAB BAR 42" 36" A1 NO TO SCALE 36" GRAB BAR A2 18" NOT TO SCALE SHOWER GRAB BAR EDGE OF FLANGE TO WALL A4 NOT TO SCALE TOILET PAPER DISPENSER B MIRROR WALL HANGER BACK OF MIRROR SCREW LOCKING DESIGN 18" LOCKING SCREW PHILLIPS-HEAD S 36" S SS C NOT TO SCALE MIRROR NOT TO SCALE SOAP DISPENSER D NOT TO SCALE PAPER TOWEL/WASTE COMBO NOT TO SCALE SANITARY NAPKIN DISPOSAL F SECTION SOLID BLOCKING TO SECURE GRAB BAR INSTALLED TO SUPPORT A MIN. CONCENTRATED LOAD OF 250 LBS. INSTALL GRAB BARS AS PER MANUFACTURE'S REQUIREMENTS. TO 1 1/2" 1 1/4" 1 1/2" 6" MAX ℄ 4 NOT TO SCALE GRAB BAR DETAIL 8" B MIRROR. MINIMUM TOE AND KNEE CLEARANCES. ENCLOSE PIPES UNDER LAVATORY WITH "LAV SHIELD" OR "LAV GUARD" BY TRUBRO. TOP OF WATER CLOSET SEAT SHALL BE 17" TO 19" ABOVE THE FLOOR. MAX FROM FLOOR TO BOTTOM OF REFLECTIVE SURFACE SECTION ELEVATION 27" 34" HEIGHT 40" MAX RIM 33" TO 36" 15" MIN 39" TO 41" 18" MIN 7" TO 9" 1 1/2" MIN 42" 39" TO 41" 36" 6" MAX 16" TO 18" 17" 9" 11" L ℄ 2 SCALE: 1/2" =

BOTTOM OF REFLECTIVE SURFACE SECTION ELEVATION 27" 34" HEIGHT 40" MAX RIM 33" TO 36" 15" MIN 39" TO 41" 18" MIN 7" TO 9" 1 1/2" MIN 42" 39" TO 41" 36" 6" MAX 16" TO 18" 17" 9" 11" L ℄ 2 SCALE: 1/2" = 1'-0" LAVATORY ACCESSIBILITY 3 SCALE: 1/2" = 1'-0" TOILET ACCESSIBILITY A1A2 C D F A3A3 12" MAX 6" MAX MARBLE BEVEL, SLOPE NOT STEEPER THAN 1:2 VINYL TRANSITION STRIP 14" 12" 12" MAX PROVIDE TRANSITION STRIPS OR TAPERED MATERIALS AT ALL CHANGES OF FLOOR LEVELS MAX MAX MAX 12" 1 2 FLOOR FLOOR NO STEEPER THAN 1:2 14" DOOR FLOOR FINISH DOOR BARRIER-FREE DOOR SADDLES 2 CHANGE OF LEVEL OF FLOOR FINISHES 1 ACCESSIBILITY REQUIREMENTS 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-002 OF 24-010 174 SHEET:

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 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" 57'-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" 5'-0" PHLEBOTOMIST STORAGE TOILET TOILET WAITING EVENT SPACE BREAK ROOM TOILET TOILET HALL HALL RECEPTION 6'-8" JAN CL 5'-6" 4'-0" 5'-0" 3'-0" JAN SINK 4'-0" 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. 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 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