Cox24 010_issued for zoning

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 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 N/A N/A 7 UNITS CONFORMS 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 NO CASE SHALL A DRIVEWAY BE LESS THAN

OTAL 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 TABLE 601 PRIMARY STRUCTURAL FRAME 1

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 OFFICE SPACE #1 1436 SF OFFICE 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 KITCHENS WALL, FINISH MATERIAL OR ITEM

MAIN 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 81 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 ISSUED FOR ZONING 6/26/2024 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 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

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 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" 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. BREAK ROOM 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"

L 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

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 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 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. 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 ROUGH OPENING DIMENSIONS PRIOR TO FRAMING FOR DOORS AND WINDOWS 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

FOR DOORS AND WINDOWS 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 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-102 OF 24-010 84 SHEET: 2 SCALE: 1/4"=1'-0" SECOND FLOOR PLAN

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 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 DN LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM SLEEPING SLEEPING CL CL CL CL CL hall BATH BATH BATH BATH ldry ldry ldry KITCHEN KITCHEN KITCHEN KITCHEN hall hall hall EFFICIENCY APT #4 1-BEDROOM APT #5 1-BEDROOM APT #6 EFFICIENCY APT#7 2'-0" 11'-11" 23'-11" 2'-0"10'-6" 18'-8" 22'-10" 13'-11" 9'-5" 29'-11" 7'-5"3'-7"13'-5" 5'-0"5'-0" 5'-0" 8'-0" 11'-11"6'-4" 4'-7" 0" CL BEDROOM CL 4" 11'-11" 14'-0"12'-4" 11'-0" 11'-6" NEW STEEL COLUMN TO ALIGN WITH COLUMN BELOW NEW STEEL COLUMN TO ALIGN WITH COLUMN BELOW 44" GFI GFI GFI 44" GFI 44" GFI GFI GFI OFFICE 7'-0" OFFICE CL 10'-3"5'-8"2'-0" 3'-0"5'-0" 8'-5" 16'-1" 8'-1" 44" GFI 44" GFI 44" GFI D/W GFI GFI D/W GFI GFI D/W GFI GFI 44" GFI 44" GFI 44" GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI 44" GFI 44" GFI 44" GFI 44" GFI NEW STAIR TO MATCH EXISITNG STAIR DESIGN BELOW AS ALLOWED PER CODE W12X53 (A992) ASTM STEEL W12X53 (A992) ASTM STEEL 14" TJI® 560 @ 16" OC ROOF JOISTS 14" TJI® 560 @ 16" OC ROOF JOISTS 14" TJI® 560 @ 16" OC ROOF JOISTS 14" TJI® 560 @ 16" OC ROOF JOISTS W12X53 (A992) ASTM STEEL W12X53 (A992) ASTM STEEL A WH WH WH WH 2'-0" 5'-0" 5'-0" 5'-0" 2'-0" GAS CHASE E.P. E.P. E.P.E.P. CONCRETE PAN TREAD STEEL STAIR SHALL BE DESIGNED IN ACCORDANCE WITH 1BC NJ EDITION OF THE NJ UNIFORM CONSTRUCTION CODE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND BE SEALED BY AN ENGINEER LICENSED TO PRACTICE IN NEW JERSEY. GUARD RAIL HEIGHT SHALL BE 42" ABOVE STAIR NOSING AND LANDING. HAND RAIL HEIGHT SHALL BE 36" ABOVE STAIR NOSING. GUARD RAIL BALUSTER SPACING SHALL NOT ALLOW THE PASSAGE OF A 4" DIA. SPHERE BETWEEN THE BALUSTERS. STAIR NOTES 1. 2. 3. 4. 5. 10. 9. 8. 7. 6. EXTEND HAND RAILS HORIZONTALLY 12" BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. STAIR SHALL SUPPORT A UNIFORM LIVE LOAD OF 100 PSF AND A MINIMUM CONCENTRATED LIVE LOAD ON TREADS OF 300 LBS ON 4 SQUARE INCHES. HAND RAILS AND GUARD RAILS SHALL SUPPORT 50 LBS PER LINEAR FOOT IN ANY DIRECTION A THE TOP. HAND RAILS AND GUARD