Cox24 010_issued for zoning

F 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 RAILS SHALL SUPPORT A SINGLE CONCENTRATED LOAD OF 200 LBS PER LINEAR FOOT IN ANY DIRECTION AT THE TOP. PROVIDE A MINIMUM OF 1 1/2" CLEARANCE BETWEEN THE HAND RAIL AND WALL OR OTHER SURFACE. 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 W12X53 (A992) ASTM Steel 14" TJI® 560 @ 16" OC ROOF JOISTS WITH JOIST TOP FLANGE HANGERS 6" x 6" x 1/4" STEEL TUBULAR COLUMN 10" X 10" X 3/8" STEEL PLATE WELDED TO TOP OF COLUMN BOLTED TO BEAM WITH (4) 1/2" DIA. BOLTS 2"x10" WOOD BLOCKING CUT TO FULL WIDTH BOLTED TO STEEL BEAM WITH 1/2" BOLTS AT 24" O.C. STAGGERED PATTERN. COUNTERSINK BOLT HEADS 14" TJI® 560 @ 16" OC ROOF JOISTS WITH JOIST TOP FLANGE HANGERS 5/8" PLYWOOD BUILT UP INSULATION. SEE ROOF PLAN FOR FINISH DETAILS. SLOPE TO DRAIN 2"x6" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ON INSIDE OF WALL WITH R-21 FIBERGLASS BATT INSULATION EXTERIOR WALL FINISH ON WEATHER RESISTANT BARRIER ON 1/2" PLYWOOD OR EQUAL OSB EXTERIOR WALL TYPE TYPICAL1 2 2"x4" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ON BOTH SIDES OF WALL INTERIOR WALL TYPE INSTALL 4" SOUND ATTENUATION BLANKET AT ALL BATHROOM WALLS AND BEDROOMS THIRD 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

J 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-103 OF 24-010 8 3 SCALE: 1/4"=1'-0" THIRD FLOOR PLAN 5 SHEET: A SCALE: 1 1/2"=1'-0" ROOF BEAM DETAIL

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 ISSUED FOR ZONING 6/26/2024 0.060 EPDM SINGLE PLY MEMBRANE ROOFING ON TAPERED RIGID INSULATION ON RECOVERY BOARD MECHANICALLY FASTENED TO CONCRETE DECK. ROOF MEMBRANE AND INSULATION ADHERED TO RECOVERY BOARD. JOHNS MANVILLE SE6A OR EQUAL. SLOPE TO SCUPPER 1/4" PER FOOT SLOPE TO SCUPPER 1/4" PER FOOT SLOPE TO SCUPPER 1/4" PER FOOT THRU WALL SCUPPER THRU WALL SCUPPER SLOPE TO SCUPPER 1/4" PER FOOT SLOPE TO SCUPPER 1/4" PER FOOT SLOPE TO SCUPPER 1/4" PER FOOT OVERFLOW SCUPPER OVERFLOW SCUPPER A/C CONDENSER UNITS LOCATED ON ROOF GAS CHASE 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 PRIMARY DRAIN SCUPPER WITH THROUGH WALL METAL SLEEVE PERIMETER ATTACHMENT FOR MECHANICALLY FASTENED SYSTEMS WITH JM EPDM REIFORCED TERMINATION STRIP (RTS) ROOF INSULATION JM EPDM BONDING CEMENT JM EPDM LAP CEMENT JM EPDM TAPE PRIMER / WASH JM EPDM SEALING MASTIC FLANGE METAL SLEEVE (BY OTHERS) JM EPDM TAPE PRIMER / WASH JM EPDM SEALING MASTIC JM EPDM LAP CEMENT ACCEPTABLE WOOD NAILER 4" (100 MM) MINIMUM JM EPDM MEMBRANE JM EPDM LAP CAULK (BEADED) 6" (150 MM) JM EPDM MEMBRANE (STRIP - IN FLANGE) ACCEPTABLE FASTENERS MINIMUM 4" (100 MM) O.C. JM EPDM ANCHOR DISC WITH ACCEPTABLE FASTENER (FASTENER 12" [300 MM] O.C. MAXIMUM) JM EPDM LAP CAULK (BEADED) JM EPDM LAP CEMENT JM EPDM TAPE PRIMER / WASH JM EPDM MEMBRANE JM EPDM BONDING CEMENT (FOR ADHERED SPEC. ONLY) NOTE: DETAIL SHOWN FOR WALL FLASHING APPLIED FIRST. ALTERNATE DETAIL IS TO INSTALL METAL SLEEVE FIRST AND STRIP IN TO PARAPET WALL, THEN FLASH OVER ENTIRE PARAPET WALL. THIS ALTERNATE WOULD RESULT IN FEWER EXPOSED CAULKED SEAMS. JM EPDM MEMBRANE ACCEPTABLE FASTENER AND PLATE JM EPDM REINFORCED TERMINATION STRIP (RTS) 1 3/4" - 2" (45 MM - 50 MM) MINIMUM 1 3/4" - 2" (45 MM - 50 MM) MINIMUM 7' OR 10' (2.1M OR 3.1M) MEMBRANE 6" (150 MM) 54" (1.4 M) 4' (1.2 M) 4' (1.2 M) 54" (1.4 M) 12" (300 MM) MAXIMUM 6" (150 MM) MAXIMUM WIDE JM EPDM REINFORCED TERMINATION STRIP (RTS) 3" (80 MM) SPLICE 12" (300 MM) 12" (300 MM) ACCEPTABLE FASTENER AND PLATE (MAXIMUM 12" [300 MM] O.C. ) ROOF INSULATION 5 6 JM PRESTO LOCK COPING BASE FLASHING WITH JM EPDM MEMBRANE AS FLASHING

P (RTS) 3" (80 MM) SPLICE 12" (300 MM) 12" (300 MM) ACCEPTABLE FASTENER AND PLATE (MAXIMUM 12" [300 MM] O.C. ) ROOF INSULATION 5 6 JM PRESTO LOCK COPING BASE FLASHING WITH JM EPDM MEMBRANE AS FLASHING AND ANCHOR DISCS TO WALL - ADHESIVE BASE FLASHING WITH PREFABRICATED METAL CURB FLASHING WALL CAP FLASHING WITH JM PRESTO LOCK COPINGR JM EPDM LAP CEMENT PREFABRICATED METAL CURB (SECURED PER MANUFACTURER'S SPECIFICATIONS) FASTEN METAL CURB FLANGE PER MANUFACTURER'S REQUIREMENTS BUT NOT TO EXCEED 8" (200 MM) O.C. WITH ACCEPTABLE FASTENERS 8" (200 MM) MINIMUM ACCEPTABLE WOOD NAILER MUST EXTEND BEYOND CURB FLANGE ON HORIZONTAL ROOF DECK WALL (OR CURB) JM EPDM BONDING CEMENT 4" (100 MM) MIN. FOR JM EPDM MEMBRANE (4" [100 MM] MIN. FOR JM EPDM FLASHING) 8" (200 MM) MINIMUM JM EPDM MEMBRANE OR JM EPDM FLASHING JM EPDM LAP CAULK JM EPDM ANCHOR DISC WITH ACCEPTABLE FASTENER 12" (300 MM) O.C. MAXIMUM JM EPDM MEMBRANE OR JM EPDM FLASHING JM EPDM LAP CEMENT JM TAPE PRIMER / WASH JM EPDM MEMBRANE JM EPDM BONDING CEMENT (FOR ADHERED SPEC. ONLY) ROOF INSULATIONROOF DECK NOTE: CLEAN AND PRIME MEMBRANE IN LAP AREAS WITH JM TAPE PRIMER / WASH. THE JM TAPE PRIMER / WASH MUST BE COMPLETELY DRY AND TACK FREE BEFORE LAP CEMENT APPLICATION NOTE: CLEAN AND PRIME MEMBRANE IN LAP AREAS WITH JM TAPE PRIMER / WASH. THE JM TAPE PRIMER / WASH MUST BE COMPLETELY DRY AND TACK FREE BEFORE LAP CEMENT APPLICATION JM EPDM LAP CEMENT JM EPDM TAPE PRIMER / WASH JM EPDM MEMBRANE JM EPDM BONDING CEMENT (FOR ADHERED SPEC. ONLY) ROOF INSULATION JM EPDM SEALING MASTIC JM EPDM MEMBRANE JM EPDM LAP CAULK (BEADED) 4" (100 MM) MINIMUM LAP SPLICE ON MEMBRANE R WOOD NAILER NAIL PER LOCAL REQUIREMENTS BUT NOT LESS THAN 12" (300 MM) O.C. JM EPDM MEMBRANE OR FLASHING JM EPDM BONDING CEMENT WOOD NAILER JM EPDM BONDING CEMENT CLEAN MASONRY WALL NAIL PER LOCAL REQUIREMENTS BUT NOT LESS THAN 12" (300 MM) O.C. CONCRETE WALL 1 2 3 JM EPDM PRE-MOLDED PIPE BOOT JM EPDM PIPE FLASHING JM TPO POLYURETHANE CAULK (BEADED) JM EPDM SEALING MASTIC CLAMPING RING (BY OTHERS) JM EPDM LAP CAULK (BEADED) JM EPDM PRE - MOLDED PIP BOOT JM ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) ROOF INSULATION ROUND ROOF PROJECTION JM EPDM LAP CEMENT JM EPDM TAPE PRIMER / WASH JM EPDM BONDING CEMENT (FOR ADHERED SPEC. ONLY) NOTES: 1. WITH MECHANICALLY FASTENED OR BALLASTED SPECIFICATIONS, MEMBRANE MUST BE MECHANICALLY ATTACHED WITH 2" (50 MM)

MENT JM EPDM TAPE PRIMER / WASH JM EPDM BONDING CEMENT (FOR ADHERED SPEC. ONLY) NOTES: 1. WITH MECHANICALLY FASTENED OR BALLASTED SPECIFICATIONS, MEMBRANE MUST BE MECHANICALLY ATTACHED WITH 2" (50 MM) ANCHOR DISC AND ACCEPTABLE FASTENERS (MINIMUM OF 4 PER PIPE). 2. DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS. 3. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS T-JOINT. 4. BOTH SURFACES TO BE MATED MUST BE CLEANED WITH JM TAPE PRIMER / WASH. JM EPDM TAPE PRIMER / WASH MUST BE COMPLETELY DRY AND TACK FREE BEFORE APPLYING JM EPDM LAP CEMENT. 7 FLASHING LAP SPLICE JM EPDM TAPE PRIMER / WASH JM EPDM MEMBRANE OR JM EPDM FLASHING NOTES: 1. ONLY USABLE FOR FLASHING APPLICATIONS. 2. DO NOT FEATHER JM EPDM LAP CAULK. 3. BOTH SURFACES TO BE MATED MUST BE CLEANED WITH JM EPDM TAPE PRIMER / WASH. THE JM TAPE PRIMER / WASH MUST BE COMPLETELY DRY AND TACK FREE BEFORE LAP CEMENT APPLICATION. JM EPDM FLASHING OR JM EPDM MEMBRANE JM EPDM LAP CEMENT 3" (80 MM) MINIMUM JM EPDM LAP CAULK (BEADED) 4 PRESTO-LOK ALUM COPING ON 58" DENS GLASS SHEATHING ON 714" METAL STUDS AT 16" O.C. 0.063 WHITE PREFINISHED ALUM ON 58" DENS GLASS SHEATHING ON 514" METAL STUDS AT 16" O.C. ROOF 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-104 OF 24-010 8 4 SCALE: 1/8"=1'-0" ROOF PLAN 6 SHEET: NOTE: EPDM SINGLE PLY MEMBRANE ROOFING BY JOHNS MANVILLE, OR EQUAL. CONTRACTOR SHALL PROVIDE A COMPLETE ROOFING SYSTEM MEETING ALL WARRANTY REQUIREMENTS OF THE ROOFING MANUFACTURER. MANUFACTURER'S APPROVED DETAILS SHALL BE USED FOR EACH ROOFING CONDITION. CONTRACTOR SHALL SUBMIT ROOFING SPECIFICATIONS AND DETAILS TO ARCHITECT FOR REVIEW AND

QUIREMENTS OF THE ROOFING MANUFACTURER. MANUFACTURER'S APPROVED DETAILS SHALL BE USED FOR EACH ROOFING CONDITION. CONTRACTOR SHALL SUBMIT ROOFING SPECIFICATIONS AND DETAILS TO ARCHITECT FOR REVIEW AND COMMENT BEFORE ROOFING CAN BEGIN. NOTE: EPDM SINGLE PLY MEMBRANE ROOFING BY JOHNS MANVILLE, OR EQUAL. CONTRACTOR SHALL PROVIDE A COMPLETE ROOFING SYSTEM MEETING ALL WARRANTY REQUIREMENTS OF THE ROOFING MANUFACTURER. MANUFACTURER'S APPROVED DETAILS SHALL BE USED FOR EACH ROOFING CONDITION. CONTRACTOR SHALL SUBMIT ROOFING SPECIFICATIONS AND DETAILS TO ARCHITECT FOR REVIEW AND COMMENT BEFORE ROOFING CAN BEGIN. A SCALE: 1"=1'-0" COPING DETAIL

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 10'-0" 10'-0"7'-0" 2ND FLOOR 1ST FLOOR 3RD FLOOR 34'-6" 8'-0" 3'-0" 172-174 ROOF STUCCO FINISH AS SELECTED BY OWNER STUCCO FINISH AS SELECTED BY OWNER STONE VENEER AS SELECTED BY OWNER NEW RAILING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER STONE VENEER AS SELECTED BY OWNER 10'-0" 10'-0" 34'-6" MEAN ELEVATION 2ND FLOOR 1ST FLOOR 3RD FLOOR 8'-0" 3'-0" ROOF STUCCO FINISH AS SELECTED BY OWNER STONE VENEER AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER FRONT AND REAR ELEVATION 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-301 OF 24-010 87 SHEET: 1 SCALE: 1/4"=1'-0" FRONT ELEVATION 2 SCALE: 1/4"=1'-0" REAR ELEVATION

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 10'-0" 10'-0"7'-0" 34'-6" MEAN ELEVATION 2ND FLOOR 1ST FLOOR 3RD FLOOR 8'-0" 3'-0" ROOF STUCCO FINISH AS SELECTED BY OWNER STONE VENEER AS SELECTED BY OWNER NEW RAILING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER 10'-0" 10'-0" 34'-6" MEAN ELEVATION 2ND FLOOR 1ST FLOOR 3RD FLOOR 8'-0" 3'-0" ROOF STUCCO FINISH AS SELECTED BY OWNER STONE VENEER AS SELECTED BY OWNER NEW RAILING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER WOOD SIDING AS SELECTED BY OWNER SIDE ELEVATIONS 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-302 OF 24-010 88 SHEET: 3 SCALE: 1/4"=1'-0" SIDE ELEVATION 4 SCALE: 1/4"=1'-0" SIDE ELEVATION