Zoning Board Regular Meeting Agenda 1-14-2026 ZB 11426 AGENDA REG .PDF Hearing Documents 1-14-2026 101 N GROVE DETERMINATION.PDF 103 S BURNETT ADJMT REQUEST.PDF 11426 REORG.PDF ARCHITECTURALS 17 MELROSE.PDF CITY ENGINEER REVIEW -101 N GROVE STREET (002).PDF EXTERIOR ALTERATION PLAN - APPROVED SET 04.2.25 101 NORTH GROVE.PDF 17 MELROSE AVE - VARIANCE PLAN SUBMISSION.PDF 17 MELROSE AVE DETERMINATION AND APPL.PDF 101 N GROVE COF.PDF 1. Documents: 2. Documents:� ZB Regular Meeting January 14, 2026 1 44 CITY HALL PLAZA, EAST ORANGE, NJ 07018 REGULAR MEETING VIA ZOOM at 7:30 p.m. Wednesday, January 14, 2026 AGENDA Please click the link below to join virtually: HTTPS://US06WEB.ZOOM.US/J/87059891251?PWD=PBUHYXKLLTGD7AAHDUB0EXEEYE ABW4.1 PASSCODE: 755223 AUDIO ONLY: (929) 205-6099; (301) 715-8592 WEBINAR ID: : 870 5989 1251 PASSCODE: 209395 AGENDA The Chairman Reserves the Right to Revise the Order of the Agenda as Needed I. CALL TO ORDER A. Reading of the Sunshine Law B. Roll Call D. Determination of a quorum II. MEMORIALIZATION OF MINUTES OF NOVEMBER 12, 2025 Commissioners eligible to vote: Athill, Green Johnson Jones, Kelly, McClinton-Watson. EAST ORANGE ZONING BOARD OF ADJUSTMENT TED R. GREEN, MAYOR Jennifer Hudson, Chairperson Alycia Cohen, Planning Director FAX: (862) 930-7804 PHONE: (973) 266-5486 Shirley McClinton-Watson, Vice-Chairperson Janis Nelson Land Use Administrator� ZB Regular Meeting January 14, 2026 2 III. MEMORIALIZATION OF RESOLUTIONS NONE IV. CALENDAR OF OLD BUSINESS 1. ZBA-25-0003 (4 TH Appearance, Waived) Adjournment request to February. APPLICANT : Everetta Harper PROPERTY ADDRESS: 103 S. Burnett Street (Block 522, Lot 4) PRESENTER: John Guadagnoli, AIA PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks bulk variance approval to create front yard parking. This site is located in the TR-2 zone where the use is not permitted. Presentation • The Applicant and his/her witnesses • Other Testimony Regarding the Application (Public Comment for/against proposal) • Testimony of Objectors; Cross-Examination of expert witnesses. V. CALENDAR OF NEW BUSINESS 1. ZBA-25-0024 (Certified Complete 11/30/25; Expiration 12/15/25) APPLICANT : Jose Macias PROPERTY ADDRESS: 17 Melrose Ave. (Block 753, Lot 27) PRESENTER: Rosemary Stone-Dougherty, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor site plan, use and bulk variance approval to construct a three-story, two-family dwelling on a vacant lot. This site is located in the R-1 zone where the use is not permitted. Presentation • The Applicant and his/her witnesses • Other Testimony Regarding the Application (Public Comment for/against proposal) • Testimony of Objectors; Cross-Examination of expert witnesses. 2. ZBA-25-0006 (Certified Complete 11/30/25; Expiration 12/15/25) APPLICANT: North Grove Properties LLC PROPERTY ADDRESS: 101 North Grove Street (Block 171, Lot 13) PRESENTER: Roosevelt J. Donat, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks bulk and use variances to demolish the existing structure on lot 12 and to install an enclosed recreational area. This site is located in the R-2 zone where the use not permitted. � ZB Regular Meeting January 14, 2026 3 Presentation • The Applicant and his/her witnesses • Other Testimony Regarding the Application (Public Comment for/against proposal) Testimony of Objectors; Cross-Examination of expert witnesses. VI. REPORTS OF OFFICERS VII. OTHER BUSINESS REVIEW OF CALENDAR PROPOSED 2026 OF HEARINGS VIII. COMMUNICATIONS AND CORRESPONDENCE The next Board of Adjustment meeting is scheduled for Wednesday, February 11, 2026, at 7:00 pm via ZOOM. IX. 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Happy New Year! From: [email protected] <[email protected]> Sent: Tuesday, January 6, 2026 5:22 PM To: Nelson, Janis <Janice [email protected]> Subject: [Caution]HARPER- 103 SOUTH BURNET STREET *+“GAUTION: This email originated from outside of the organization. Do nol click inks or open attachments unless you recognize the sendors email address and know the content s safe. If you have any doubls noliy the IT Department. Hello Ms. Janis ‘The drawings are not completed as of this date. The drawings will not be ready by the next meeting. Please move me to the following meeting. The issue is obtaining a drafter to place revisions of the measurement on the document. Please move our date to February meetings. Hopefully we will be ready by the end of January. Thank You So Very Much, Ms. Harper s ZB Reorganization Meeting January 14, 2026 1 44 CITY HALL PLAZA, EAST ORANGE, NJ 07018 REORGANIZATION MEETING VIA ZOOM at 7:00 p.m. Wednesday, January 14, 2026 HTTPS://US06WEB.ZOOM.US/J/87059891251?PWD=PBUHYXKLLTGD7AAHDUB0EXEEYE ABW4.1 PASSCODE: 755223 AUDIO ONLY: (929) 205-6099; (301) 715-8592 WEBINAR ID: : 870 5989 1251 PASSCODE: 209395 AGENDA The Chairman Reserves the Right to Revise the Order of the Agenda as Needed I. CALL TO ORDER A. Reading of the Sunshine Law B. Reorganization – Oaths of Office C. Roll Call D. Determination of a quorum II. ELECTION OF OFFICERS AND REVIEW OF CONTRACTS A. Election of Chair B. Election of Vice-Chair C. Zoning Board Counsel D. Zoning Board Planning Consultant E. Zoning Board Engineering Consultant III. Adoption of 2026 calendar of hearings IV. Adjournment EAST ORANGE ZONING BOARD OF ADJUSTMENT TED R. GREEN, MAYOR Jennifer Hudson, Chairperson Alycia Cohen, Planning Director FAX: (862) 930-7804 PHONE: (973) 266-5140 Shirley McClinton-Watson, Vice-Chairperson Janis Nelson Land Use Administrator� 1711 SF UNIT 2 92 SF CIRCULATION 26 SF OPEN TO BELOW 1653 SF UNIT 1 177 SF CIRCULATION 108 SF CIRCULATION 786 SF GARAGE 791 SF RECREATION SPACE 57 SF REFUSE BUILDING DESCRIPTION: USE GROUP CLASSIFICATION R-5 (TWO FAMILY DWELLING) CONSTRUCTION CLASSIFICATION TYPE V-A (5A) COMBUSTIBLE/ UNPROTECTED N.J.A.C. 5:23 NEW JERSEY UNIFORM CONSTRUCTION CODE WITH N.J.U.C.C. AMENDMENTS 2021 INTERNATIONAL RESIDENTIAL CODE 2020 NATIONAL ELECTRICAL CODE 2021 NATIONAL STANDARD PLUMBING CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE NEW JERSEY BUILDING CODES: BUILDING CODE INFORMATION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA CLIMATE ZONE = 4A WIND SPEED = LESS/ EQUAL 100 MPH SEISMIC = CATEGORY 'B' (NOT APPLICABLE / EXEMPT SINGLE FAMILY DETACHED DWELLING) EXPOSURE CATEGORY = EXPOSURE 'B' CONSTRUCTION SUMMARY NEW CONSTRUCTION TWO-FAMILY DWELLING 3 SCALE: 1/16" = 1'-0" THIRD FL. AREA PLAN BLOCK: 753, LOT: 27 17 MELROSE AVENUE CITY OF EAST ORANGE, NEW JERSEY 07018 JOSE MACIAS NEW (2)-FAMILY DWELLING PD/BT PD 2025.005 FOR PROJECT NO. SHEET NAME SHEET NUMBER DRAWN BY CHECKED BY THESE DRAWINGS AND PARTS THEREOF ARE THE EXCLUSIVE PROPERTY OF DANTASCARRETE architecture, llc THIS DOCUMENT AND THE INFORMATION THAT IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR ANY OTHER PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IS WAS PREPARED. THESE DRAWINGS CANNOT BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM DANTASCARRETE architecture, llc PAULO J. M. DANTAS, RA AI017704 TITLE, BUILDING CODE INFO., AREA PLANS, BUILDING DATA & RENDERINGS A-100 FOR JOSE MACIAS BLOCK: 753, LOT: 27 17 MELROSE AVENUE, EAST ORANGE, NEW JERSEY 07018 NEW (2) FAMILY DWELLING 2 SCALE: 1/16" = 1'-0" SECOND FL. AREA PLAN 1 SCALE: 1/16" = 1'-0" GROUND FL. AREA PLAN FLOOR AREA RATIO GROUND FLOOR FIRST FLOOR SECOND FLOOR TOTAL SF. SF. SF. SF. NUMBER OF STORIES BUILDING HEIGHT SQUARE FOOTAGE GROUND FLOOR FIRST FLOOR SECOND FLOOR TOTAL 3 SEE ZONING SF. SF. SF. SF. CUBIC FOOTAGE TOTAL CF. BUILDING DATA: (EXCLUDES GARAGES AND STAIRWAYS) FRONT VIEW SIDE VIEW ISSUE FOR RECORD Date Description 2025.01.30 Schematic Desing-1 2025.03.28 Board Submission REVISION RECORD Date Rev # Description 1,742 1,830 1,830 5,402 848 1,653 1,711 4,212 44,175� UP WH DW DN UP DN W/D DW DN W D REFUSE AREA ALIGN 3' - 0" (4)-CAR GARAGE VESTIBULE DASHED LINE DEPICTS SECOND FLOOR OVERHANG 8'-0" x 7'-0" OVERHEAD GARAGE DOORS 38' - 0" 28' - 10" 28' - 10" 8' - 8 1/2" 20' - 1 1/2" 4" 38' - 8 5/8" 23' - 4" DOUBLE-HUNG 3'-0"x5'-0" 4' - 10 1/4" 9' - 5 1/8" 5' - 10" MECHANICAL ROOM/ STORAGE 19' - 1 7/8" RECREATION AREA BATHROOM 22' - 1 5/8" 65' - 0" 2' - 8"2' - 8" 4' - 0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" 8'-0" x 7'-0" OVERHEAD GARAGE DOORS DOUBLE-HUNG 3'-0"x5'-0" 6' - 11" 6' - 8 3/8" 3' - 6" 8' - 2" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" FURN. BEDROOM-1 MASTER BEDROOM BATHROOM BEDROOM-2 MASTER BATHROOM W.I.C. LAUNDRY/ UTILITY LIVING / DINING AREA FD KITCHEN 4' - 2 5/8" LANDING COORD. W/ GRADE 5' - 10" 10' - 0 5/8" LINEN 2' - 6" 2' - 6" 2' - 6" 65' - 0" 11' - 2 1/2" 29' - 3" 8' - 9 1/2" 20' - 5 1/2" 14' - 11 1/8" 9 3' - 0" 3' - 0" CL. 8' - 1" 13' - 0" 3' - 6" 15' - 3 1/8" 3' - 7" 3' - 7" 6' - 9 5/8" 2' - 0" 5' - 0" 8' - 2 1/4" 12' - 3 1/2" 15' - 1" 27' - 9" 13' - 0" 2' - 0" 30' - 1 3/8" 8' - 5 1/2" 3' - 10" 3' - 0" 3' - 0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x3'-6" DOUBLE-HUNG (2)-3'-0"x5'-0" EGRESS DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" DOUBLE-HUNG 3'-0"x5'-0" EGRESS DOUBLE-HUNG 3'-0"x5'-0" EGRESS DOUBLE-HUNG 2'-0"x4'-0" TEMPERED DOUBLE-HUNG (2)-3'-0"x5'-0" EGRESS TRANSOM 3'-5"x1'-8" 3' - 0" 3' - 0" 4' - 0" CL. 5' - 0" 2' - 6" 4' - 0" 4' - 0" 2' - 8" 2' - 8" 3' - 10 1/2" 11' - 2 1/2" 3' - 4" FURN. BEDROOM-1 MASTER BEDROOM BATHROOM CL. KITCHEN BEDROOM-2 MASTER BATHROOM W.I.C. LAUNDRY / UTILITY LIVING / DINING AREA ATTIC ACCESS LADDER CL. LINEN 2' - 8" 2' - 6" 2' - 8" 15' - 3 1/8" 13' - 0" 65' - 0" 15' - 1" 15' - 3 1/8" 5' - 0" 17' - 2 1/2" 12' - 10 7/8" 62' - 7" 19' - 3" 10' - 0" 29' - 3" 8' - 5 1/2" 3' - 10" 28' - 10" 3' - 0 3/8" 5" 10' - 6" 4' - 3 7/8" 8' - 4" OPEN TO BELOW 13' - 0" 2' - 6" 2' - 6" MECH. RM 12' - 3 1/2" FD 2' - 8" 4' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" FURN. 3' - 10 1/2" 11' - 2 3/8" DOUBLE-HUNG 2'-0"x4'-0" TEMPERED DOUBLE-HUNG 3'-0"x5'-0" EGRESS DOUBLE-HUNG 3'-0"x5'-0" EGRESS DOUBLE-HUNG 3'-0"x5'-0" EGRESS DOUBLE-HUNG 3'-0"x5'-0" EGRESS DOUBLE-HUNG (2)-3'-0"x5'-0" DOUBLE-HUNG (2)-3'-0"x5'-0" TRANSOM 3'-5"x1'-8" DOUBLE-HUNG 3'-0"x3'-6" FURN. 2' - 0" 2' - 0" BLOCK: 753, LOT: 27 17 MELROSE AVENUE CITY OF EAST ORANGE, NEW JERSEY 07018 JOSE MACIAS NEW (2)-FAMILY DWELLING PD/BT PD 2025.005 FOR PROJECT NO. SHEET NAME SHEET NUMBER DRAWN BY CHECKED BY THESE DRAWINGS AND PARTS THEREOF ARE THE EXCLUSIVE PROPERTY OF DANTASCARRETE architecture, llc THIS DOCUMENT AND THE INFORMATION THAT IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR ANY OTHER PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IS WAS PREPARED. THESE DRAWINGS CANNOT BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM DANTASCARRETE architecture, llc PAULO J. M. DANTAS, RA AI017704 PROPOSED GROUND FLOOR PLAN, PROPOSED SECOND FLOOR PLAN & PROPOSED THIRD FLOOR PLAN 1 SCALE: 1/4" = 1'-0" A-200 PROPOSED GROUND FLOOR PLAN 2 SCALE: 1/4" = 1'-0" PROPOSED SECOND FLOOR PLAN 3 SCALE: 1/4" = 1'-0" PROPOSED THIRD FLOOR PLAN ISSUE FOR RECORD Date Description 2025.01.30 Schematic Desing-1 2025.02.18 Schematic Desing-2 2025.03.28 Board Submission REVISION RECORD Date Rev # Description� FIRST FIN. FL. (DATUM) 0' - 0" FIRST FIN. FL. (DATUM) 0' - 0" SECOND FIN. FL. 10' - 7 1/2" SECOND FIN. FL. 10' - 7 1/2" T.O. PLATES (2ND FL.) 18' - 7 1/2" T.O. PLATES (2ND FL.) 18' - 7 1/2" GARAGE FIN. FL. -9' - 10 1/8" T.O. PLATES (1ST FL.) 9' - 0" T.O. PLATES (1ST FL.) 9' - 0" T.O. FOUNDATION -1' - 10 1/2" OUTSIDE LANDING -4' - 8 1/8" VESTIBULE LANDING -4' - 0 1/8" GROUND FIN. FL. -9' - 6 1/8" 8' - 0" 9' - 0" 34' - 11 3/4" 1" INSULATED VINYL WINDOWS/ DOORS, TYPICAL ALUMINUM FRENCH BALCONY GUARD RAILS, TYPICAL HORIZONTAL VINYL SIDING CLAP BOARD, TYPICAL FIBER CEMENT CLAP BOARD, TYPICAL 1" INSULATED VINYL FIXED WINDOWS, TYPICAL CULTURE STONE VENEER, TYPICAL APPROXIMATE GRADE VERIFY IN FIELD, COORDINATE W/ ENGINEER, TYPICAL INSULATED OVERHEAD GARAGE DOORS MASONRY STAIR & LANDING, TYPICAL ALUMINUM ROOFING CANOPY FIBER CEMENT BOARD PANEL, TYPICAL 3' - 0" 31' - 5 5/8" : TO RIDGE 7' - 7 5/8" TOTAL FACADE SF= 942 25% TRANSPARENT FENESTRATION (235.5 SF) PROPOSED= 258 SF FIRST FIN. FL. (DATUM) 0' - 0" FIRST FIN. FL. (DATUM) 0' - 0" SECOND FIN. FL. 10' - 7 1/2" SECOND FIN. FL. 10' - 7 1/2" T.O. PLATES (2ND FL.) 18' - 7 1/2" T.O. PLATES (2ND FL.) 18' - 7 1/2" GARAGE FIN. FL. -9' - 10 1/8" GARAGE FIN. FL. -9' - 10 1/8" T.O. PLATES (1ST FL.) 9' - 0" T.O. PLATES (1ST FL.) 9' - 0" 34' - 9 3/4" 3' - 0 5/8" 3' - 3 1/2" 4' - 8 1/2" TOTAL FACADE SF= 881 10% TRANSPARENT FENESTRATION (88.1 SF) PROPOSED= 151 SF BLOCK: 753, LOT: 27 17 MELROSE AVENUE CITY OF EAST ORANGE, NEW JERSEY 07018 JOSE MACIAS NEW (2)-FAMILY DWELLING PD/BT PD 2025.005 FOR PROJECT NO. SHEET NAME SHEET NUMBER DRAWN BY CHECKED BY THESE DRAWINGS AND PARTS THEREOF ARE THE EXCLUSIVE PROPERTY OF DANTASCARRETE architecture, llc THIS DOCUMENT AND THE INFORMATION THAT IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR ANY OTHER PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IS WAS PREPARED. THESE DRAWINGS CANNOT BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM DANTASCARRETE architecture, llc PAULO J. M. DANTAS, RA AI017704 PROPOSED FRONT & REAR ELEVATION A-300 1 SCALE: 1/4" = 1'-0" FRONT ELEVATION 3 SCALE: 1/4" = 1'-0" REAR ELEVATION FOR TYPICAL DIMENSIONS, NOTES, AND INFORMATION, SEE ELEVATION 1/ A-300 ISSUE FOR RECORD Date Description 2025.01.30 Schematic Desing-1 2025.03.28 Board Submission REVISION RECORD Date Rev # Description� FIRST FIN. FL. (DATUM) 0' - 0" SECOND FIN. FL. 10' - 7 1/2" T.O. PLATES (2ND FL.) 18' - 7 1/2" T.O. PLATES (1ST FL.) 9' - 0" OUTSIDE LANDING -4' - 8 1/8" VESTIBULE LANDING -4' - 0 1/8" GROUND FIN. FL. -9' - 6 1/8" T.O. FOUNDATION (STAIR) -4' - 11 7/8" 9' - 0" 8' - 0" 8' - 1 1/2" TOTAL FACADE SF= 2,093 10% TRANSPARENT FENESTRATION (209.3 SF) PROPOSED= 215 SF FIRST FIN. FL. (DATUM) 0' - 0" SECOND FIN. FL. 10' - 7 1/2" T.O. PLATES (2ND FL.) 18' - 7 1/2" ALUMINUM GUTTERS & LEADERS, TYPICAL 1" INSULATED FIBERGLASS DOOR, TYPICAL GROUND FIN. FL. -9' - 6 1/8" HORIZONTAL VINYL SIDING CLAP BOARD, TYPICAL SHINGLE ROOFING SYSTEM, TYPICAL TOTAL FACADE SF= 1,974 10% TRANSPARENT FENESTRATION (197.4 SF) PROPOSED= 272 SF BLOCK: 753, LOT: 27 17 MELROSE AVENUE CITY OF EAST ORANGE, NEW JERSEY 07018 JOSE MACIAS NEW (2)-FAMILY DWELLING PD/BT PD 2025.005 FOR PROJECT NO. SHEET NAME SHEET NUMBER DRAWN BY CHECKED BY THESE DRAWINGS AND PARTS THEREOF ARE THE EXCLUSIVE PROPERTY OF DANTASCARRETE architecture, llc THIS DOCUMENT AND THE INFORMATION THAT IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR ANY OTHER PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IS WAS PREPARED. THESE DRAWINGS CANNOT BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM DANTASCARRETE architecture, llc PAULO J. M. DANTAS, RA AI017704 PROPOSED SIDE ELEVATIONS A-301 ISSUE FOR RECORD Date Description 2025.02.18 Schematic Desing-2 2025.03.28 Board Submission REVISION RECORD Date Rev # Description 1 SCALE: 1/4" = 1'-0" SIDE ELEVATION 2 SCALE: 1/4" = 1'-0" SIDE ELEVATION� Pravin DEPARTMENT OF PUBLIC WORKS ( O\ THE CITY of EAST ORANGE 4 &) 4 CITY HALL PLAZA CX 1 EAST ORANGE, NEW JERSEY 07018 RRB WW EASTORANGENLGOY NC TED R. GREEN - MAYOR ELIZABETH A. COLLINS, CPWM Office: 973-266-5330 Director of Public Works Email: Elizabeth, Collins@eastorange-nj gov CEORG25313 December 9, 2025 Ms. Janis Nelson Land Use Administrator City of East Orange Dept. of Policy, Planning & Development 44 City Hall Plaza East Orange, NJ 07019 RE: Engineering Review #1 North Grove Properties LLC 101 North Grove Street East Orange, NJ 07017 Block 171, Lot 12 Case #: ZBA-25-0006 Existing Use: Residential Building Proposed Use: Enclosed Recreational Area Zone: R-2 Dear Ms. Nelson: We are in receipt and review of the following plans and reports: Sheet Description Date Revision No. Date Tof7 Cover Sheet 033 NA 20f7 Existing Conditions and Demolition Plan 022323 NA 30f7 200° Frontage Plan 033 NA 40f7 Layout, Grading and Drainage Plan 02233 NA Sof7 Landscape Plan 033 NA 60f7 Lighting Plan 042725 NA 70f7 Landscape and Lighting Details 042705 NA “The ste plans have been previously prepared by Eric Halpert, P.E., P.P, of Haser Consulting located at 640 Herman Road, Unit 1, Jackson, NJ 08527, dated February 23, 2023, consisting of seven (7) sheets. ‘The architectural plans have been prepared by Nafioli Gut, RA, of Gut and Vann Architecture and Consulting, dated 12/09/22. ONECITY ONECOMMUNITY Progress ONI AL ‘The Applicant presented the application to the Zoning Board of Adjustment and seeks preliminary and final sie plan approval for demolition of an existing structure to create an enclosed recreational space. The subject site contains approximately 0.11 acres. Additional site improvements include the construction of onsite drainage, lighting and associated landscaping improvements for the proposed recreational area. The subject site is located within the R-2 (Two Family Residential, Townhouses) zone. We have reviewed the plans last revised on February 23, 2023, and we offer the following comments: Cover Sheet: 1. The Applicant shall clarify the lot number on the ttl table for the proposed work. It appears that demolition work and proposed improvements are done on Lot 12 and not Lot 13. 2. A small paragraph indicating the proposed description of work shall be added on the cover sheet. 3. The owner and applicant information name shall be added on the cover sheet. 4. The signature table shall be revised to indicate the zoning board of adjustment of east orange. 5. North arrow and graphical scale shall be added for all three maps on the cover sheet. 6. A revision block shall be added on all the sheets. Survey: 1. An original signed and sealed survey shall be added as the second sheet of the plan set, and the survey date shall be within one year of the application submission dat. 2. The survey shall be conducted within one year of the application submission date. The plans are noted to be signed in 2023 and shall be updated and revised with the new survey. Existing Conditions and Demolition Plan: 1. The total limit of disturbance area shall be noted on the Site Demolition Plan in SF. If the total limit of disturbance area exceeds 5,000 , then a soil erosion and sediment control plan shall be prepared, and a soil erosion and sediment control permit shall be obtained from the Hudson- Essex-Passaic soil conservation district, 2. The applicant shall clarify if the existing 3 story building on Lot 12 is o be demolished, 3. The applicant indicates the removal of existing fences and concrete walkway which service the adjoining property. The applicant shall obtain a writen agreement with the neighboring property owner. 200° Frontage Plan 2014 1. We offer no comments. Lavout, Grading and Drainage Plan 1. Setback lines shall be shown on this plan. 2. Proposed electrical connections shall be shown. 3. Proposed contours shall be shown on the plans. 4. The footprint of the pergola shall be clearly shown on the plan. The roof leader connection of pergola to the basin shall be shown. 5. The applicant shall clarify if any new fence is proposed for this area. If proposed, a construction detail shall be added. 6. No water and sewer connections have been proposed for the kitchen area. The applicant shall revise the plans to show these connections. 7. The proposed stormwater retention system overflow is proposed to stop and the proposed retaining wall. The engineer shall provide elevations to demonstrate the constructability of this proposed design. 8 The bedding width shall be added for the proposed landscaping wall 9. The backfill material between the top of the trench and the finished grade shall be shown on the recharge trench detail 10. Calculations have been shown for 89 Grove Avenue on this plan. The applicant shall clarify how these properties are related and how the area was sized for the proposed detention basin. 11. The proposed trench drains shall be connected to the underground basin. 12. The applicant is proposing the use of an underground detention/infiltation system to mitigate stormwater runoff. Soil logs and percolation tests shall be provided for review for proper infiltration and demonstrate 2* clearance of te basin from the seasonal high ground water table. 13. A stormwater operation and maintenance manual shall be provided for this development. 14. The project is located on Lot 12, at 89 No. Grove, which is a county road. Since the project is connecting to the Lot 13, this office is awaiting a response from the Tax Assessor office to determine whether the two lots need to be assembled. Landscape Plan 1. We offer no comments. 30f4 1. The Applicant shall provide footcandle measurements for the areas beyond the property lines to demonstrate the lighting effects on neighboring properties. Landscape and Lighting Details 1. It appears that different lighting details have been provided than the lighting proposed on the lighting plan and lighting schedule. The details shall be labelled to match the identification description used on the plan and consistent details shall be provided. 2. A construction detail shall be added for the proposed brick pavers. Miscellaneous: 1. The Applicant shall comply with the City Excavation Ordinance requirements for the removal of any pavement within the right-of-way. Pavement restoration limits shall be shown for the proposed utilities 2. The Applicant shall secure the necessary permits including street opening permits for any work along the public right-of-way. A permit shall be obtained in accordance with Section 238-58.1 of the City Ordinance for the proposed depressed curb prior to construction. 3. The Applicant shall obtain any and all amended approvals required by outside agencies, including but not limited to Hudson-Essex-Passaic Soil Conservation Districts, the Treatment Works Approval, the City of East Orange Water Commission, East Orange Department of Public Works, Fire Department, Electric and Gas utility. Iti the Applicants responsibility to determine what outside agency permits are required. Copies of said approvals shall be provided upon receipt. Should the Board look favorably upon this application, the Applicant shall submit the corrected revised plans with a point-by-point response, addressing the comments listed above, and approved by this office. We reserve the right to make additional comments pertaining to this application during the review process. Yours Truly, Elizabeth A. Collins, CPWM Director of Public Works cc: Pamela Carter, Management Specialist Dipti Raja - City Engineer Representative Steve Martini, PP, AICP Planning Board Planner Eric Bernstein — Board Attomey File ofa F/E DN BUILDING DATA OF ASSOCIATED BUILDING USE GROUP INSTITUTIONAL (GROUP I-2) NO PROPOSED USE CHANGE CONSTRUCTION TYPE PER IBC EXISTING CONSTRUCTION IS NONCOMBUSTIBLE TYPE II-B AUTOMATIC SPRINKLER SYSTEM EXISTING FIRE ALARM EXISTING ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH: • THE NEW JERSEY EDITION OF THE INTERNATIONAL BUILDING CODE 2021 EDITION • NJUCC REHAB CODE • NATIONAL STANDARD PLUMBING CODE 2021 • NATIONAL ELECTRIC CODE 2020 • ASHRAE 90.1-2019 • INTERNATIONAL MECHANICAL CODE 2021 • INTERNATIONAL FUEL GAS CODE 2021 • AMERICAN CONCRETE INSTITUTE ACI 318-14 • ICC/ANSI A117.1-2017 • NFPA 101 2012 EDITION • NFPA 99 2012 EDITION • FACILITY GUIDELINES INSTITUTE GUIDELINES FOR DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE, AND SUPPORT FACILITIES 2022 EDITION • OSHA AND ADA REQUIREMENTS & ANY OTHER APPLICABLE STATE, FEDERAL & LOCAL CODES, LAWS, REGULATIONS & REQUIREMENTS, WHICH SHALL TAKE PRECEDENCE OVER ANYTHING NOTED ON THESE DRAWINGS. CODES 3 CODE YEARS UPDATED TO REFLECT LATEST ADOPTED CODE YEARS NOT IN SCOPE OF WORK AREA OF WORK AREA OF WORK INTERIOR OF EX. BUILDING EXTERIOR EXTERIOR JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 4/2/2025 1:59:41 PM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN COVER SHEET CS1 GROVE PARK HEALTHCARE & REHABILITATION CENTER 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 SHEET SCHEDULE SHEET DESCRIPTION CS1 COVER SHEET CS2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS S1 SITE PLAN LS1 LIFE SAFETY PLAN LS2 EX. FIRST FLOOR LIFE SAFETY PLAN A1 TYPICAL DETAILS A2 CONSTRUCTION PLAN A3 ENLARGED PLANS A4 PERGOLA DETAILS A5 CONSTRUCTION DETAILS E1 ELECTRICAL NOTES E2 ELECTRICAL & LIGHTING PLAN E3 ELECTRICAL PLAN P1 PLUMBING PLAN FA 001 FIRE ALARM COVER SHEET FA 002 FIRE ALARM FLOOR PLAN 1" = 30'-0" 3 KEY PLAN EXTERIOR ALTERATION PLAN PROJECT AREA PROJECT AREA REVISIONS 3 02.14.2 4 Client Rev. 7 Date 7 DCA Comments 4.1 7 SHEET SCHEDULE REVISED TO REFLECT LATEST SHEET SET Docusign Envelope ID: AF7C03EE-5625-4718-9EF2-FEF746AE5C5A 5013-23 4/2/2025 Partial Release Amended Exterior Building Building Michael Moticha� DRAWINGS: THESE DRAWINGS ARE IN COMPLIANCE WITH THE ARCHITECT'S INTERPRETATION OF THE 2018 NEW JERSEY EDITION OF THE INTERNATIONAL BUILDING CODE. IT IS ASSUMED THAT WHEN A BUILDING PERMIT IS ISSUED BY THE BUILDING INSPECTOR, THAT HE HAS THOROUGHLY EXAMINED THE DRAWINGS AND SPECIFICATIONS ACCORDING TO THE UCC & IBC REQUIREMENTS. ANY CHANGES MADE BY ANY PARTY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE PERSON MAKING CHANGES. THE ARCHITECT DOES NOT TAKE ANY RESPONSIBILITY FOR CHANGES NOT APPROVED. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTON STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATIONS OF ANY SYMBOLS OR ABBREVIATIONS. CONSTRUCTION NOTES ON DRAWINGS ARE INCLUSIVE OF ALL TRADES AND SHALL BE READ AND UNDERSTOOD BY CONTRACTORS & SUBCONTRACTORS BEFORE CONSTRUCTION COMMENCES. THE DRAWINGS INDICATE SIZE AND GENERAL LOCATIONS AND ARE NOT TO BE SCALED. WRITTEN DIMENSIONS ARE TO BE FOLLOWED. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED ON DRAWINGS. DETAILS SHOWN IN ANY BUILDING SECTION OR DRAWING APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE NOTED. CONTRACTOR TO NOTIFY ARCHITECT IF CLARIFICATION IS NEEDED. ANY DETAILS NOT SHOWN ON DRAWING SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BEFORE CONTINUING CONSTRUCTION. THESE SPECIFICATIONS ARE INTENDED TO SUPPLEMENT THE WORKING DRAWINGS. WHERE THE SPECIFICATIONS DISAGREE WITH THE DRAWINGS, THE DRAWINGS SHALL SUPERSEDE THE WRITTEN SPECIFICATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. USE OF DRAWINGS: THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF ARCHITECT & SHALL NOT BE USED WITHOUT CONSENT. THEY ARE NOT TO BE REUSED EXCEPT BY WRITTEN AGREEMENT AND WITH THE AGREED COMPENSATION TO THE ARCHITECT. IF REUSED WITHOUT PERMISSION, THE ARCHITECT SHALL BE INDEMNIFIED AND HELD HARMLESS FROM ALL LIABILITY, LEGAL EXPOSURE, CLAIMS, DAMAGES, LOSSES & EXPENSES. DRAWINGS SHALL NOT BE USED FOR MULTIPLE OR PROTOTYPE DEVELOPMENT WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. THESE DRAWINGS SHALL NOT BE USED FOR ISSUANCE OF A BUILDING PERMIT UNLESS SIGNED & SEALED BY THE ARCHITECT. THESE DRAWINGS ARE FOR THE INTENDED USE OF A QUALIFIED N.J. LICENSED CONTRACTOR WHO IS FAMILIAR WITH THE CODES AND STANDARDS IN THE STATE OF NEW JERSEY. REGULATORY REQUIREMENTS: THESE CONTRACT DOCUMENTS WERE PREPARED IN ACCORDANCE WITH THE NEW JERSEY EDITION OF THE 2018 INTERNATIONAL BUILDING CODE (IBC) AND THE NEW JERSEY UNIFORM CONSTRUCTION CODE: TITLE 5:23 (UCC). THE CONTRACTOR & ALL OF THE SUB-CONTRACTORS SHALL CONFORM TO THIS & OTHER APPLICABLE LOCAL, COUNTY, STATE & FEDERAL CODES. CONTRACTOR TO SECURE A COPY AND BE FAMILIAR WITH THE 2018 INTERNATIONAL BUILDING CODE NEW JERSEY EDITION PRIOR TO START OF CONSTRUCTION. BIDDING: CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE CONSTRUCTION DRAWINGS & EXISTING CONDITIONS PRIOR TO GIVING BIDS FOR COMPLIANCE WITH DESIGN INTENT OF PROPOSED WORK & NOTIFY ARCHITECT OF ANY CONDITION HIDDEN OR UNSEEN WHICH IS NOT ADDRESSED ON PLANS. EXPLORATORY WORK TO BE PROVIDED BY CONTRACTOR AS REQUIRED TO ASSESS THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE GENERAL CONTRACTOR SHALL SUBMIT BIDS TO THE OWNER FOR WORK WITH SEPARATE COSTS FOR "ALTERNATES" NOTED ON DRAWINGS AND A TOTAL CONSTRUCTION COST WITH AND WITHOUT ALTERNATES. ALL BIDS SHALL INDICATE THEY MUST BE HONORED FOR A MINIMUM OF 90 DAYS FROM THE DATE OF SUBMISSION TO OWNER. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ERRORS BETWEEN DRAWINGS DURING THE CONTRACTORS BIDDING PERIOD. SUBSTANTIAL COMPLETION: CONTRACTOR SHALL IDENTIFY LONG LEAD ITEMS AT THE START OF THE JOB. IF ANY ITEMS ARE NOT AVAILABLE TO MEET THE SCHEDULED SUBSTANTIAL COMPLETION, AN APPROVED SUBSTITUTION MUST BE PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF TRADES AS INDICATED IN THE CONTRACT DOCUMENTS AND FOR ESTABLISHING THAT EACH TRADE IS AWARE OF THEIR FULL SCOPE OF WORK SO AS TO COMPLETE THE WORK IN A TIMELY FASHION. JOB IS NOT CONSIDERED COMPLETE WITHOUT OWNER SIGN-OFF. CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL CLEAN THE PREMISES, TEST APPLICABLE SYSTEMS, AND LEAVE READY FOR OCCUPANCY. FIELD VERIFICATION: CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO SCHEDULING OF WORK AND COMMENCING OF FABRICATION & CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. THE CONTRACTOR SHALL CLARIFY ANY DISCREPANCIES WITH ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY OMISSIONS OF EQUIPMENT OR MATERIAL ON DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER & ARCHITECT OF ANY EXISTING SURFACES THAT ARE NOT LEVEL OR PLUMB. THE CONTRACTOR SHALL DISCUSS WITH THE OWNER THE OPTIONS & ASSOCIATED COSTS OF REPAIRING THESE CONDITIONS. PRIOR TO PERFORMING ANY WORK, THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY THE LOCATION OF ALL UTILITIES, EQUIPMENT, AND AFFECTED DEVICES NECESSARY TO BE REMOVED, RELOCATED OR REPLACED AND SHALL EXAMINE THE APPLICABLE CONDITIONS & SUBSTRATES & CORRECT ANY UNSATISFACTORY CONDITIONS BEFORE PROCEEDING WITH THE WORK. VERIFY THAT SUBSTRATE & BASE PLIES/ COATS ARE COMPATIBLE WITH NEW WORK. ANY WORK PERFORMED OVER ANY SURFACE CONSTITUTES ACCEPTANCE OF THAT SURFACE FOR THE SPECIFIED QUALITY OF THE WORK BEING PERFORMED THEREON. NOTIFY THE ARCHITECT PROMPTLY, IN WRITING, AND IN A TIMELY MANNER, OF ANY MODIFICATIONS REQUIRED. SHOULD THE CONTRACTOR OR OWNER PROCEED WITHOUT WRITTEN VERIFICATION FROM THE ARCHITECT, THE CONTRACTOR SHALL ASSUME ALL COSTS ASSOCIATED WITH THE REDESIGN, MATERIALS AND LABOR REQUIRED TO CONCLUDE THE PROJECT. SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PERSONS, CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. CONTRACTOR TO PROVIDE ALL NECESSARY BARRICADES, SAFETY PRECAUTIONS, TEMPORARY FACILITIES, SERVICE UTILITIES, & PROTECTION AS REQUIRED TO SAFELY EXECUTE ALL WORK. CONTRACTOR TO PROTECT ADJACENT CONSTRUCTION, AND INHABITANTS, STRICTLY ADHERE TO ALL COVERING CODES ON SAFETY, INCLUDING STATE, LOCAL , AND THE OSHA ACT. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE SAFETY FOR ALL PERSON'S ENTERING THE WORK SITE OR WORK AREA DURING CONSTRUCTION. ALL WORK TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES INCLUDING, BUT NOT LIMITED TO PUBLIC UTILITIES. PROVIDE 24-HOUR NOTIFICATION OF ANY DISCONTINUITY OF UTILITY SERVICES WITH OWNER. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS FROM THE JOB SITE. INDEMNITY: THE CONTRACTOR SHALL INDEMNIFY THE OWNER, ARCHITECT, THEIR AGENTS & EMPLOYEES AND HOLD HARMLESS FROM ALL CLAIMS FOR THE LOSS OF OR DAMAGE TO PROPERTY OR PERSONAL INJURIES, OR DEATH TO ANY PERSONS CAUSED BY WORK DONE BY THE CONTRACTOR, HIS EMPLOYEES, AGENTS AND SUBCONTRACTORS. CHANGES: ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT THE ARCHITECT'S WRITTEN CONSENT. THE GENERAL CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY PROPOSED MODIFICATIONS AND / OR SUBSTITUTIONS IN WRITING FOR HIS REVIEW AND OWNER APPROVAL. NO CHANGES SHALL BE MADE IN FIELD WITHOUT FIRST SUBMITTING AMENDED PLANS. ARCHITECTURAL PLANS SHALL TAKE PRECEDENCE OVER ANY SHOP DRAWINGS PREPARED BY OUTSIDE CONSULTANTS. THE ARCHITECT ASSUMES NO LIABILITY FOR SHOP DRAWINGS OR CHANGES IN STRUCTURE WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM THESE DRAWINGS OR FROM WRITTEN RECOMMENDATIONS. CHANGES TO THE PLAN BY THE OWNER AND/ OR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE PERSONS MAKING SUCH CHANGES. THE ARCHITECT SHALL NOT HAVE CONTROL OF UNAPPROVED CHANGES & SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, FOR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK AND SHALL, WITHOUT DELAY & PRIOR TO FABRICATION OR INSTALLATION, BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES BETWEEN THE MANUFACTURER'S SPECIFICATIONS, APPLICABLE CODE PROVISIONS, AND THE CONTRACT DOCUMENTS. UNAUTHORIZED CHANGES TO PLANS BY THE OWNER AND/ OR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE PERSONS MAKING SUCH CHANGES. SUBMISSION OF A SUBSTITUTION REQUEST BY THE CONTRACTOR, WHERE PERMITTED ON THE CONTRACT DOCUMENTS, SHALL CONSTITUTE A REPRESENTATION BY THE CONTRACTOR THAT HE/ SHE HAS INVESTIGATED THE PROPOSED PRODUCT OR CONDITIONS & DETERMINED THAT IT IS EQUAL TO OR BETTER THAN THE SPECIFIED PRODUCT OR CONDITION, INCLUDING WARRANTY COVERAGE, & THAT HE/ SHE WILL COORDINATE THE INSTALLATION & MAKE OTHER CHANGES, INCLUDING MODIFICATION AND COORDINATION OF OTHER WORK AFFECTED BY THE CHANGE, WHICH MAY BE REQUIRED FOR THEIR WORK TO BE COMPLETE IN ALL ASPECTS. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY FOR CONSTRUCTION, DEMOLITION AND APPROVALS PRIOR TO COMMENCEMENT OF WORK.INCLUDING THOSE FOR WORK OUTSIDE OF THE PROPERTY LINE. INSURANCE: THE CONTRACTOR SHALL PROVIDE CERTIFICATES OF LIABILITY AND PROPERTY INSURANCE TO THE OWNER. INSTALLATION: INSTALL ALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS & THE STANDARD OF RECOGNIZED AGENCIES & ASSOCIATIONS. PROVIDE ALL ANCHORS, FASTENERS, & ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. ALLOW FOR THERMAL EXPANSION/ CONTRACTION & BUILDING MOVEMENT. SEPARATE INCOMPATIBLE MATERIALS WITH SUITABLE MATERIALS OR SPACING. PREVENT CATHODIC CORROSION. PROTECT ALUMINUM SURFACES FROM CONTACT WITH MASONRY OR OTHER METALS. PROVIDE CONTROL JOINTS AT MATERIALS & ISOLATION JOINTS BETWEEN MATERIALS/ STRUCTURE AS INDICATED & AS REQUIRED BY MANUFACTURER OR RECOGNIZED INDUSTRY STANDARDS. INSTALL PRODUCTS UNDER APPROPRIATE ENVIRONMENTAL CONDITIONS (AIR TEMPERATURE, SURFACE TEMPERATURE, RELATIVE HUMIDITY, ETC.) TO INSURE QUALITY AND DURABILITY, MAINTAIN PROPER PROTECTION DURING DRYING/CURING. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR BY THE MATERIAL'S INSTITUTE. MANUFACTURER SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF THEIR PRODUCT AND SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT AND GENERAL CONTRACTOR IN CASE OF FAILURE. MANUFACTURER'S SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBILE FOR SELECTION OF PRODUCTS WHICH COMPLY WITH THE CONTRACT DOCUMENTS & WHICH ARE COMPATIBLE WITH ONE ANOTHER, WITH EXISTING WORK, & THE PRODUCTS SELECTED BY OTHER CONTRACTORS. PROVIDE MANUFACTURER'S INFORMATION, SAMPLES, ETC. WHEN REQUESTED. ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR USE AS REQUIRED BY GOVERNING MUNICIPAL, STATE, AND/OR FEDERAL AGENCIES AND SHALL BEAR ALL REQUIRED APPROVALS. CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS, MANUFACTURER'S BROCHURES, AND SAMPLES OF ALL WORK FOR THE OWNERS REVIEW AND APPROVAL BY ARCHITECT PRIOR TO FABRICATING, ORDERING, OR INSTALLING EQUIPMENT. SHOP DRAWINGS SHALL BE BASED ON DETAILS, PLANS, AND NOTES, AS WELL AS CAREFUL SITE SURVEY TO ENSURE A PROPER FIT UNDER FIELD CONDITIONS & SHALL MAKE ADJUSTMENTS AS REQUIRED TO MAKE PARTS ALIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE SHOP DRAWINGS FOR ACCURACY, COORDINATION WITH OTHER TRADES, & COMPLIANCE WITH THE CONTRACT DOCUMENTS. ARCHITECT'S OR ENGINEER'S APPROVAL OF SHOP DRAWINGS SHALL CONSTITUTE REVIEW & APPROVAL OF THE GENERAL ARRANGEMENT OF COMPONENTS TO COMPLY WITH THE GENERAL INTENT OF THE CONSTRUCTION DOCUMENTS & IN NO WAY RELIEVES THE CONTRACTOR FROM HIS/ HER RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, EVEN IF SUCH ITEMS ARE NOT SHOWN ON THE SHOP DRAWINGS. ALL REVISIONS TO SHOP DRAWINGS AFTER THE FIRST SUBMISSION MUST BE PROPERLY IDENTIFIED ON SUBSEQUENT SUBMISSIONS. QUALITY CONTROL: CONTRACTOR SHALL USE ONLY PORTIONS OF THE SITE FOR STAGING WORK AS APPROVED BY THE OWNER, AND THE GENERAL CONTRACTOR SHALL RESTORE ANY/ALL LANDSCAPING DAMAGED TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. THOROUGHLY PROTECT CONSTRUCTION, FINISHES, FURNITURE, FITTINGS & EQUIPMENT TO REMAIN, THROUGHOUT THE CONSTRUCTION PERIOD. REPLACE, REPAIR & RESTORE ALL SUCH ITEMS DAMAGED DUE TO CONSTRUCTION OPERATIONS TO ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. ALL WORK SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONDUCT AND QUALITY OF THE WORK. THE ARCHITECT'S ADMINISTRATION OF THE CONSTRUCTION WORK, BY MUTUAL CONSENT IS NOT PART OF THIS AGREEMENT, AND IS THEREFORE NOT RESPONSIBLE FOR THIS PHASE OF THE CONTRACT. THE OWNER AND/ OR GENERAL CONTRACTOR SHALL APPOINT A PERSON TO BE IN CHARGE OF THE WORK PER NJUCC 5.23-2.21 CONSTRUCTION CONTROL EXECUTION. THE FOLLOWING, UNLESS PROVIDED FOR IN THESE DRAWINGS, SHALL BE FURNISHED & COORDINATED BY THE CONTRACTOR OR OWNER & SHALL NOT BE PART OF THE SCOPE OF WORK OF THESE CONSTRUCTION DOCUMENTS. THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THEIR DESIGN: 1. ALL SITE WORK, UNLESS NOTED AND DETAILED ON DRAWINGS, INCLUDING BUT NOT LIMITED TO: DEMOLITION OF ANY OR ALL EXISTING STRUCTURES, PAVEMENT OR TREES, CURBS, SIDEWALKS & DRIVEWAYS, LANDSCAPING, UTILITIES, SEPTIC, SITE RETAINING WALLS, AND SOIL INVESTIGATIONS, SITE GRADING & DRAINAGE. 2. SELECTION OF APPROVED INTERIOR FINISHES MATERIALS, CABINETRY, HARDWARE, FURNISHINGS, & OTHER SIMILAR EQUIPMENT. STANDARDS OF QUALITY, PERFORMANCE & ACCEPTABLE MANUFACTURERS FOR PREFABRICATED SYSTEMS & ITEMS. DESIGN OR SUPERVISING THE INSTALLATION OF HEATING, VENTILATION & AIR CONDITIONING, PLUMBING, GAS & ELECTRICAL SYSTEMS, INCLUDING PREPARATION OF REQUIRED DRAWINGS & COORDINATION WITH ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL SUBMIT ADDITIONAL DRAWINGS AND/OR SPECIFICATIONS THAT MAY BE REQUIRED BY THE BUILDING INSPECTOR. THE ARCHITECTURAL DRAWINGS SHOW THE GENERAL ARRANGEMENT & EXTENT OF THE WORK. LIGHTING AND ELECTRICAL POWER PLANS ARE FOR FIXTURE AND DEVICE LOCATIONS ONLY. THE LICENSED SUBCONTRACTORS SHALL DESIGN THE SYSTEMS EITHER BY USING WHAT IS CURRENTLY AVAILABLE & UPGRADING TO MEET THE MINIMUM CODE STANDARDS OR BY PROVIDING A NEW SYSTEM TO MEET THE MINIMUM CODE STANDARDS. THE ENTIRE INSTALLATION OF ALL SYSTEMS SHALL COMPLY WITH ALL BUILDING, STATE & LOCAL CODES & ORDINANCES AS WELL AS THE LOCAL UTILITY COMPANY REQUIREMENTS 1. PROVIDE GLASS FIBER THERMAL INSULATION FOR EXTERIOR WALLS AS INDICATED ON CONSTRUCTION DRAWINGS. INSULATION SHALL CONFORM TO ASTM C665, TYPE III, (REFLECTIVE ALUMINUM FOIL FACING) FOR ALL EXTERIOR WALLS, CEILINGS, AND TYPE 1 FOR INTERIOR APPLICATIONS. INSTALL VAPOR BARRIER TO FACE OF HEATED SIDE. 2. PROVIDE 6 MIL CARBONATED POLYETHYLENE FILM VAPOR RETARDER, RATED AT 0.1 PERMS. AND LAPPED A MINIMUM OF 6" AT ALL EXTERIOR WALLS BETWEEN THE MASONRY FOUNDATION & THE WOOD SILL PLATE. SILL SEALER TO BE MANUFACTURED BY OWENS CORNING OR EQUAL AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 3. ALL FLASH & BATT INSULATION SHALL HAVE VAPOR BARRIER ON ONE SIDE. ALL BATTS SHALL BE CUT TO LENGTHS REQUIRED FOR INSTALLATION. ALL BATTS SHOULD FIT TIGHTLY BETWEEN STUDS OR JOISTS. INSULATION SHALL BE FASTENED WITH STAPLES, THROUGH STAPLING FLANGES EVERY 8" ON BOTH SIDES. NO GAPS SHOULD BE PRESENT ALONG STUDS OF JOISTS OR BETWEEN BATTS. ALLOW FOR AIR FLOW WHERE NECESSARY. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OR VOIDS. PROVIDE AND INSTALL INSULATION AT WINDOW SHIM SPACES. 5. FOR PERIMETER & UNDER SLAB INSULATION PROVIDE EXTRUDED POLYSTYRENE INSULATION IN THE THICKNESS INDICATED ON DRAWINGS. RIGID INSULATION SHALL BE A MINIMUM OF R=5 PER 1" OF MATERIAL. RIGID INSULATION SHALL CONFORM TO ASTM C578. INSTALL AS PER MANUF. INSTRUCTIONS. 6. FOR CRAWL SPACE VENTILATION PROVIDE 1 SQ. FT. OF VENTILATION PER 150 SQ. FT. OF CRAWL SPACE AREA. 7. PROVIDE COLD ASPHALT DAMP PROOFING OF THE SEMI-FIBRATED TYPE CONFORMING TO FS SS-A-694 & IBC TO ALL BELOW GRADE MASONRY SURFACES. ON ALL EXTERIOR ABOVE AND BELOW GRADE CONCRETE UNIT MASONRY SURFACES PROVIDE AND INSTALL A TWO COAT CEMENTITIOUS PLASTER FINISH. FINISH SURFACE SHALL BE A TROWEL FINISH, TOTAL THICKNESS OF 3/8". INSTALL COVE AT INTERSECTION OF FOUNDATION WALLS AND FOOTINGS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 8. PROVIDE SEALANT AND CAULKING THAT MEET APPLICABLE SPECIFICATIONS WHERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST MOISTURE AND PASSAGE OF AIR. THOROUGHLY CAULK THE EXTERIOR JOINTS BETWEEN ALL WINDOWS AND DOOR FRAMES WITH ELASTIC NON￾STAINING COMPOUND DRIVEN TIGHT WHEN SET. CAULKING SHOULD BE FIRM, NOT HARD AND BRITTLE. ALL CAULKING SHALL BE DONE ON THE EXTERIOR SIDE USING AN APPROVED TYPE CAULKING GUN AND APPLYING THE MATERIAL UNDER PRESSURE JOINTS. SPACES TO BE CAULKED SHALL BE THOROUGHLY CLEAN AND DRY AND SHALL BE COMPLETELY FILLED. CAULK ALL JOINTS: WOOD TO MASONRY, WOOD TO METAL, WOOD TO WOOD, WOOD TO GLASS, ETC. EXTERIOR CAULKING TO BE ACRYLIC TYPE & INTERIOR TO BE BUTYL RUBBER MANUFACTURED BY TREMCO OR EQUAL. 9. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. ALUMINUM FLASHING SHALL CONFORM TO ASTM B209. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A326. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONNECTIONS, PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT WEATHERPROOF PERFORMANCE. PROVIDE ALUMINUM SHEET FLASHING .032" THICK C22A41 CLEAR ANODIZED FINISH FOR CONCEALED LOCATIONS AND .040" AT EXPOSED LOCATIONS. PROVIDE METAL FLASHING OVER ALL WINDOWS & DOORS IN EXTERIOR WALLS THROUGHOUT. PROVIDE PAN FLASHING UNDER ALL EXTERIOR DOORS. FLASHING TO BE REQUIRED IN ALL AREAS WHERE CONCRETE IS IN CONTACT WITH WOOD FRAMING. ALL WALL, BASE, CAP, THRU- WALL, AND/OR COUNTER-FLASHING ETC. AS REQUIRED TO PREVENT THE ENTRANCE OF MOISTURE & WATER. VALLEY & OTHER FLASHINGS TO EXTEND A MIN. OF 7" UNDER VERTICAL & HORIZONTAL SURFACES. STEP FLASHING SHALL BE FORMED OF SEPARATE PIECES INSTALLED WITH EACH COURSE OF SHINGLE. 10. ROOF VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION RESISTANT METAL OR COPPER AND SHALL EXTEND AT LEAST 11" FROM THE CENTER LINE EACH WAY AND SHALL HAVE THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4". 11. BACK PAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR MATERIALS. 12. ICE AND WATER UNDERLAYMENT SHALL BE USED AT FIRST 3'-0" AND AROUND ALL ROOF PENETRATIONS, EAVES, VALLEYS, CHANGES IN PITCH, AND CRICKETS OF ALL SHINGLED ROOFS, AND USED COMPLETELY AS UNDERLAYMENT FOR ROOFS OF LESS THAN A 3 ON 12 PITCH. 13. GUTTERS, DOWN SPOUTS AND LEADERS SHALL BE INSTALLED AS REQUIRED FOR PROPER ROOF DRAINAGE . ALUMINUM GUTTERS SHALL BE .032" MIN. THICKNESS & STYLE SHALL BE AS SELECTED BY OWNER. DOWNSPOUTS SHALL BE .023" THICK 3"X4" RECTANGULAR CORRUGATED STYLE. PROVIDE SPLASH BLOCKS AT ALL LEADERS. COLOR AND SHAPE AS SELECTED BY OWNER. 1. PROVIDE WINDOWS OF TYPES, SIZES, AND MANUFACTURER AS INDICATED ON CONSTRUCTION DRAWINGS. WINDOWS SHALL BE DOUBLE PANE HIGH PERFORMANCE CLEAR INSULATED GLASS. SLEEPING ROOM WINDOWS SPECIFIED SHALL COMPLY WITH IBC FOR ESCAPE OPENINGS (EGRESS). ALL GLAZING TO BE IN CONFORMANCE WITH THE IBC. 2. WINDOW MANUFACTURER TO BE SELECTED BY OWNER OR AS SPECIFIED ON THE DRAWINGS. SEE ELEVATIONS/SCHEDULE FOR WINDOW SIZES. CONTRACTOR TO SUBMIT PLANS & ELEVATIONS TO WINDOW SUPPLIER FOR FORMAL PURCHASE QUOTE AND ROUGH OPENING SCHEDULE THAT CORRELATES WITH WINDOW SIZES DESIGNATIONS ON WINDOW SCHEDULE. CONTRACTOR TO UTILIZE ROUGH OPENINGS AS PROVIDED BY WINDOW SUPPLIER'S PURCHASE QUOTE AND FRAME-OUT WINDOWS ACCORDINGLY. 3. EXTERIOR METAL CLAD DOORS SHALL BE 1 3/4" THICK PRE-HUNG DOORS MANUFACTURED BY THERMA- TRU OR EQUAL. SIZES ARE TO BE AS SHOWN ON DRAWINGS. 4. TYPICAL INTERIOR DOORS SHALL BE PRE-HUNG WOOD DOORS AS SELECTED BY THE OWNER WITH THE REQUIRED U.L. FIRE RESISTANCE RATING AS DICTATED BY THE IBC. ALL LAVATORY AND BATHROOM DOORS SHALL BE UNDERCUT (1") ONE INCH. 5. TEMPERED GLASS SHALL BE REQUIRED IN THE FOLLOWING CIRCUMSTANCES: A. GLAZING IN FIXED & OPERABLE PANLES OF ALL DOORS, WITH A GLAZING OPENING OF A SIZE THROUGH WHICH A 3-INCH DIA. SPHERE IS ABLE TO PASS. B. GLAZING IN PANELS ADJACENT TO A DOOR WITHIN 24 INCHES, WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR A WALKING SURFACE. C. ALL WINDOW GLAZING IN A FIXED OR OPERABLE PANEL WITH AN EXPOSED PANE AREA GREATER THAN 9 SQUARE FEET AND A BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR & A TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR AND WITH A WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF GLAZING. D. IN ALL GUARDS AND RAILINGS. E. GLAZING IN OR ADJACENT TO STAIRWAYS AND ALL LANDINGS WITH THE BOTTOM EDGE LESS THAN 36 INCHES ABOVE WALKING SURFACE, UNLESS A RAILING IS PROVIDED ON THE ACCESSIBLE SIDE AS PER R308.4.6. F. ALL GLAZING IN WINDOWS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS & WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60" A.F.F. 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY EQUIPMENT/MATERIALS FOR PROPER DISPOSAL OF DEBRIS. ALL CONSTRUCTION DEBRIS MUST BE KEPT IN THE DESIGNATED WORK AREA UNTIL PROPER REMOVAL. STOCK-PILING WHICH CONSTITUTES A FIRE HAZARD IS NOT ALLOWED. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REQUIREMENTS. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN FREE PROTECTED ACCESS OF ALL TENANTS, SERVICE PERSONNEL AND THE PUBLIC THROUGH THE AREAS INVOLVED. 3. CONTRACTOR TO PROVIDE DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS REQUIRED. CONTRACTOR SHALL PROVIDE DISPOSABLE FILTERS AS REQUIRED AT EXISTING DUCT OPENINGS IN ORDER TO PREVENT THE SPREAD OF DUST AND DEBRIS THROUGHOUT THE BUILDING. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE STRUCTURAL STABILITY OF THE EXISTING BUILDINGS IN THE AREAS INVOLVING NEW WORK OR FOR PROTECTING THE EXISTING BUILDINGS FROM DAMAGE DURING THE COURSE OF WORK. THIS SHALL INCLUDE SUPPLYING AND INSTALLING SHORING, NEEDLES, BULKHEADS, AND ANY OTHER ITEMS NECESSARY FOR PROTECTION AND STABILITY. NO BEARING PARTITIONS OR ANY OTHER STRUCTURAL BUILDING ELEMENTS ARE TO BE REMOVED BEFORE ADEQUATE TEMPORARY SUPPORTS ARE IN PLACE. WORK THAT MAY JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDINGS SHALL NOT BE DONE WITHOUT CONSULTING THE ARCHITECT. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT / OWNER ANY AREAS WHICH CANNOT BE DEMOLISHED WITHOUT AFFECTING THE EXISTING BUILDING PRIOR TO THE START OF WORK. 5. ALL JACKING AND SHORING SYSTEMS SHALL REMAIN IN PLACE UNTIL ALL STRUCTURAL MODIFICATIONS HAVE BEEN COMPLETED AND SHALL BE REMOVED FROM THE UPPERMOST LEVEL DOWNWARD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING PARTITIONS, MOLDINGS, BASES (RUBBER, VINYL, METAL, CONCRETE, ETC.), SUSPENDED CEILINGS, LIGHT FIXTURES, SWITCHES, DOORS AND BUCKS, HARDWARE, ETC .. AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE THE SCOPE OF WORK FOR NEW CONSTRUCTION. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK IN ALL RESPECTS. 7. THE DEMOLITION DRAWINGS ARE BASED ON LIMITED EXISTING BUILDING CONSTRUCTION DOCUMENTS AND FIELD WORK. THE CONTRACTOR SHALL BE MADE AWARE THAT EXISTING CONCEALED CONDITIONS MAY EXIST WHICH MAY AFFECT THE INTENDED SCOPE OF DEMOLITION WORK. CONTRACTOR SHALL INCLUDE IN THE DEMOLITION COST REMOVAL OF ANY EXISTING CONDITIONS THAT DIFFER FROM THAT SHOWN ON THESE DOCUMENTS. 8. JOBSITE INSPECTION MUST BE CONDUCTED TO EXAMINE EXISTING CONDITIONS, TO DETERMINE NATURE AND SCOPE OF WORK OR ANY DIFFICULTIES THAT MIGHT ARISE AT TIME OF WORK. IN ADDITION, EXAMINE ALL WORK THAT IS INTENDED TO REMAIN AS PART OF THE COMPLETED PROJECT AND REPORT ALL DISCREPANCIES, CONCEALED CONDITIONS / UNSATISFACTORY CONDITIONS THAT MAY AFFECT THE INTENDED SCOPE OF WORK TO ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 9. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION AND/OR DEMOLITION MEANS. METHODS.TECHNIQUES. SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. THE CONTRACTOR SHALL IMMEDIATELY ISOLATE THE AFFECTED AREA IF ASBESTOS OR OTHER HAZARDOUS MATERIAL ARE DISCOVERED DURING CONSTRUCTION. NOTIFY OWNER FOR FURTHER INSTRUCTION BEFORE PROCEEDING WITH WORK. 11. PROVIDE OPENINGS IN EXISTING PARTITIONS AS REQUIRED FOR NEW DOORS & FRAMES/ NEW FINISHED OPENINGS AS SHOWN ON DEMOLITION PLAN. WHERE NEW OPENINGS ARE MADE, PROPER SUPPORT SHALL BE PROVIDED. REMOVE EXISTING FLOOR AND WALL FINISHES AS REQUIRED. PREPARE EXISTING SURFACES TO REMAIN AS REQUIRED TO RECEIVE NEW FINISHES. 12. REFER TO ALL OTHER PLANS INCLUDING, BUT NOT LIMITED TO ENGINEERING, COMMUNICATION, ETC., FOR SCOPE OF WORK TO BE INCLUDED IN BID AND PRIOR TO COMMENCEMENT OF DEMOLITION. 13. FOR DEMOLITION OF ANY ELECTRICAL/DATA EQUIPMENT, MECHANICAL, PLUMBING OR SPRINKLER EQUIPMENT, ETC. COORDINATE DEMOLITION WORK WITH THAT CONTRACTOR AS REQUIRED. PATCH & REPAIR ALL EXISTING SURFACES TO REMAIN AS MAY BE REQUIRED BY DEMOLITION. 14. IF ANY COLUMNS, BEAMS, ETC. STEEL UNCOVERED DURING THE DEMOLITION OR EXISTING PARTITION SHOWN TO BE DEMOLISHED IS FOUND TO BE LOAD-BEARING AND NO GIRDER IS SHOWN ON THESE PLANS, IT SHALL REMAIN IN PLACE, AND CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT FOR INSTRUCTION AND RESOLUTION. 15. CONTRACTOR TO CONFIRM WITH OWNER THE ITEMS TO BE REUSED. ALL EXISTING CONSTRUCTION AND EXISTING SURFACES AND UTILITIES TO REMAIN SHALL BE PROPERLY PROTECTED DURING DEMOLITION. ANY EXISTING CONSTRUCTION TO REMAIN THAT IS DAMAGED DURING DEMOLITION SHALL BE PATCHED AND REPAIRED AND / OR REPLACED PRIOR TO FINAL ACCEPTANCE OF THE WORK WITHOUT ADDITIONAL COST TO THE OWNER. 16. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION TO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUST PARTITIONS & ASSOCIATED MATERIALS USED DURING THE DEMOLITION. CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING BUT NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE SCOPE OF WORK. 17. CAP ALL ELECTRICAL LINES TO REMAIN. CAP EXISTING GAS LINES TO REMAIN. CAP ANY PLUMBING LINES TO REMAIN OR TO BE EXTENDED. 18. CONTRACTOR SHALL ENSURE THAT THE FIRE ALARM SYSTEM AND/OR FIRE SPRINKLER SYSTEM (IF APPLICABLE) WILL REMAIN OPERATIONAL IN ALL AREAS DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. IF ANY PORTION OF EITHER IS TO BE TAKEN OUT OF SERVICE FOR ANY LENGTH OF TIME, THE FIRE MARSHAL MUST BE CONTACTED. NOTE THAT EVEN TEMPORARILY COVERING DETECTION DEVICES TO PROTECT THEM FROM DIRT/DUST CONSTITUTES TAKING PART OF THE FIRE ALARM SYSTEM OUT OF SERVICE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL CONCERNING FIRE ALARM SYSTEM AND/OR FIRE SPRINKLER SYSTEM SHUTDOWN PLANS, PROCEDURES, AND FIRE WATCH PLANS THAT WILL BE IMPLEMENTED FOR SYSTEM INTERRUPTIONS DURING CONSTRUCTION. 1. THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE THE SOILS CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE DONE BY AN APPROVED AGENCY USING APPROVED METHODS. NOTIFY ARCHITECT OF ANY UNUSUAL CONDITIONS. SOIL BORING TESTING AND LOG SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. FAILURE OF THE CONTRACTOR TO REQUEST A SOIL TEST SHALL IMPOSE THE BURDEN OR RESPONSIBILITY FOR ADEQUACY OF SOIL BEARING QUALITIES AND ANY SUBSEQUENT DAMAGE UPON THE CONTRACTOR. 2. FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF, AS STATED IN THE CURRENT CODE, UNLESS OTHERWISE PROVIDED BY A GEOTECHNICAL EVALUATION AND REPORT BY A LICENSED ENGINEER. THE CONTRACTOR SHALL INVESTIGATE THE SUBSURFACE TO ENSURE THE SOIL HAS A SAFE BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. FOOTING ELEVATIONS SHALL BE ADJUSTED TO THE ACTUAL LEVELS ACCEPTED BEARING STRATA FOUND UPON EXCAVATION. A SOIL BEARING VALUE FOUND TO BE LESS THAN THE ASSUMED VALUE SHALL BE REPORTED TO THE ARCHITECT FOR FOOTING REDESIGN. 3. THE GENERAL CONTRACTOR SHALL EMPLOY A NEW JERSEY LICENSED LAND SURVEYOR TO ESTABLISH AND MAINTAIN BENCHMARKS TO SET LINES AND LEVELS AND TO PROPERLY LOCATE EACH ELEMENT OF THE PROJECT INCLUDING THE CORNERS OF THE PROPERTY AND/OR THE CORNERS OF THE PROPOSED WORK, STAKES FOR FINISHED GRADING AND OTHER SITE AMENITIES. 4. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE ALL EXCAVATING, BACKFILL AND GRADING WORK AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 5. EXCAVATE TO LEVELS SHOWN OR AS REQUIRED TO REACH REQUIRED BEARING SOIL FOR ALL FOOTINGS, FOUNDATION WALLS, SLABS, COLUMNS, RETAINING WALLS, MASONRY PIERS & TRENCH WORK, PITS, ETC., INCLUDING AS REQUIRED BY DRAWINGS FOR MECHANICAL AND ELECTRICAL TRADES FOR THE PROPER COMPLETION OF WORK. CARE SHALL BE TAKEN NOT TO DISTURB EARTH OR EXCAVATE BELOW DEPTHS INDICATED ON THE DRAWINGS. EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE WORKING AREA. EXCAVATION SHALL EXTEND A SUFFICIENT DISTANCE FROM WALLS AND FOOTINGS TO ALLOW FOR FORMS, INSTALLATION OF SERVICES AND FOR INSPECTION. PROTECT ALL EXCAVATIONS FROM FREEZING. IF EXCAVATION WORK IS PERFORMED DURING COLD WEATHER, THE BOTTOM OF EXCAVATION SHALL BE COVERED OR OTHERWISE KEPT FREE OF FROST UNTIL CONCRETE IS POURED. 6. THE CONTRACTOR SHALL PROVIDE AND OPERATE ALL PUMPS AND OTHER EQUIPMENT NECESSARY TO DRAIN AND KEEP ALL EXCAVATIONS REASONABLY FREE FROM WATER. 7. REMOVE TOP SOIL TO ITS FULL DEPTH WITHIN THE AREA OF THE ''EXTENT OF WORK" AND UNDER ALL PROPOSED WALKS, DRIVES, ETC.AND STACK FOR LATER REDISTRIBUTION WHEN FINISHED GRADE IS COMPLETED. EXCESS EXCAVATED MATERIALS SHALL BE DISTRIBUTED TO PROVIDE A SMOOTH TRANSITION TO UNDISTURBED GRADE. PROVIDE CLEAN FILL AS NECESSARY TO BRING FINISHED GRADE TO REQUIRED LEVEL. SLOPE GRADE AWAY FROM BUILDING. FINISHED GRADE SHALL BE 8" MINIMUM BELOW WOOD FRAMING. 8. DO NOT ALLOW ANY OF THE WORK PERFORMED OR INSTALLED TO BE COVERED PRIOR TO ALL OF THE REQUIRED INSPECTIONS, TESTS AND APPROVALS. SHOULD ANY OF THE WORK BE COVERED BEFORE APPROVALS HAVE BEEN OBTAINED, THE CONTRACTOR SHALL UNCOVER AT NO ADDITIONAL COSTS. 9. AFTER APPROVAL OF FOUNDATIONS AND OTHER WORK, BACKFILL AGAINST SAME USING APPROVED EXCAVATED MATERIALS FREE FROM RUBBISH, VEGETABLE MATTER, AND OTHER OBJECTIONABLE MATTER. PLACE BACK FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. BRING BACKFILL TO PROPER ELEVATIONS TO RECEIVE WORK WHICH IS TO BE INSTALLED THEREON. 10. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH HAS BEEN ANCHORED TO THE COMPLETED FLOOR ABOVE OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 11. SOIL COMPACTION UNDER ALL FOOTINGS AND GRADE BEAMS, SPREAD FOOTING, ETC . SHALL BE DESIGNED TO SUSTAIN A SOIL BEARING PRESSURE OF 3000 PSI UNDER FOOTING. COMPACT SOIL IN AREAS TO RECEIVE CONCRETE FLOORS OR SLABS TO 95%. SOIL UNDER SLABS ON GROUND SHALL BE COMPACTED TO A FIRM, UNYIELDING SURFACE. NO CONCRETE SHALL BE LAID ON FROZEN SOIL AND ADEQUATE PROTECTION AGAINST FROST ACTION SHALL BE PLACED ON EARTH WHICH HAS BEEN BACKFILLED OR OTHERWISE DISTURBED. GRAVEL FOR POROUS FILL SHALL BE CLEAN AND WELL GRADED. 12. CONTRACTOR SHALL MAKE THE PROPER PROVISIONS TO DRAIN THE EXCAVATED AREAS AS REQUIRED. ALL GRADING SHALL BE DONE TO DIRECT ALL SURFACE WATER AWAY FROM THE BUILDING WITH A MINIMUM SLOPE OF 5%, OR 1/4" PER FOOT, FOR A MINIMUM DISTANCE OF 10 FEET. SLOPE ALL FINISHED GRADE AWAY FROM BUILDING. CONFORM TO SECTION 1804 IN THE IBC. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, FILLING, AND ROUGH GRADING REQUIRED TO BRING THE PROJECT AREAS TO FINISHED GRADE. 13. SIDEWALKS, RAMPS & SLABS: CONCRETE SLABS, SIDEWALKS & RAMPS SHALL BE A MINIMUM OF 3000 PSI PORTLAND CEMENT. CONCRETE CURBING TO BE A MINIMUM OF 4000 PSI. PROVIDE 6X6 1.4/1.4 WELDED WIRE MESH IN ALL WALKS, RAMPS AND SLABS TO MEET ASTM A-185. PROVIDE EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 30' AND BROOM FINISH ALL HORIZONTAL SURFACES TO PROVIDE BARRIER FREE ACCESSIBILITY. 14. ALL FOOTINGS CONTAINING STEEL REINFORCING BARS SHALL BE GROUNDED. A BOLTED-TYPE CONNECTION DEVICE OR EXOTHERMIC WELD SHALL BE USED TO CONNECT THE FOOTING REINFORCING BAR TO THE GROUNDING ELECTRODE CONDUCTOR. COORDINATE THIS CONNECTION AND THE LOCATION WITH MASONRY SUB-CONTRACTOR. 15. RADON HAZARD AREAS SHALL BE IDENTIFIED IN ACCORDANCE WITH THE COUNTY OR MUNICPAL RADON LISTINGS ESTABLISHED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION. CURRENT LIST OF MUNICIPALITIES IN TIER ONE AREAS IS SET FORTH IN APENDIX 10-A OF NJAC 5:23 IN THE UNIFORM CONSTRUCTION CODE. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE AND PROVIDING THE CODE REQUIREMENTS AS OUTLINED IN SECTION 5:23-10.4 IF THE PROPERTY IS LOCATED IN A TIER ONE AREA. 16. WHERE EXPANSIVE SOILS EXIST, A CONTROLLED METHOD OF WATER REMOVAL & DRAINAGE MUST BE PROVIDED THAT WILL COLLECT & DISCHARGE ALL WATER TO THE GROUND SURFACE AT LEAST 5'-0" AWAY FROM THE FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM AS REQUIRED BY THE GOVERNING CODES, LOCAL AUTHORITIES AND/OR THE TOWNSHIP. GENERAL NOTES SITE WORK CONCRETE AND MASONRY WORK FRAMING NOTES THERMAL AND MOISTURE PROTECTION DOORS & WINDOWS 1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PIPING, ETC. TO COMPLETE ALL THE WORK AS REQUIRED AND AS SHOWN ON THE DRAWINGS, INCLUDING CONNECTIONS TO ALL UTILITIES AT THE STREET. THE EXISTING SANITARY SEWER LINE MUST BE LOCATED & INSPECTED TO ESTABLISH ITS USABILITY BEFORE CONNECTING THE NEW PORTIONS OF THE SANITARY SEWER LINE. IT MUST ALSO BE CLEANED OUT AS PART OF THE USABILITY TESTING. IF THE EXISTING LINE IS IN GOOD CONDITION IT MAY BE USED. IF THE CONDITION IS QUESTIONABLE, THEN IT MUST BE REPLACED. FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR CONNECTION TO EXISTING SANITARY SEWER SYSTEM (INCLUDING SOIL AND VENT PIPING), WATER SERVICE, WATER METER, TAP VALVES, BOXES, AND COLD AND HOT WATER SUPPLY SYSTEM, ALL REQUIRED GAS PIPING, HOT WATER HEATER, PLUMBING FITTINGS, AND FIXTURES, AND ALL RELATED FITTINGS AND CONTROLS. CARRY OUT REQUIRED TESTS ON WORK COMPLETED & COORDINATE ALL REQUIRED INSPECTIONS, PERMITS, & APPROVALS. COORDINATE ALL WORK WITH THE APPLICABLE UTILITY COMPANIES. 2. ALL HORIZONTAL WASTE/VENT LINES SHALL MAINTAIN A POSITIVE PITCH. WHERE VENTS PASS THROUGH THE ROOF, THEY SHALL BE ORGANIZED TO MINIMIZE THE AMOUNT OF ROOF PENETRATIONS. THEY SHALL ALSO BE INSTALLED WHEREVER POSSIBLE TO THE REAR OF THE BUILDING. 3. ALL PLUMBING FIXTURES AND HARDWARE TO BE SELECTED BY OWNER, CONTRACTOR IS TO TAKE PRECAUTIONS TO PROTECT THE FIXTURES STORED ON-SITE OR INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ACQUISITION AND CONDITION OF SAME AND REPLACE ANY DAMAGED OR IMPERFECT ITEMS OR MISSING PARTS, SET FIXTURES LEVEL AND IN PROPER ALIGNMENT WITH RESPECT TO WALLS AND FLOORS. CAULK WALL, FLOOR AND COUNTER-MOUNTED FIXTURES AND FITTINGS TO ENSURE ALL INSTALLATIONS ARE WATERTIGHT. 4. ALL HOT & COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" COPPER. UNDERGROUND WATER SUPPLY LINE SHALL BE TYPE "K" COPPER OR SCHEDULE 40 PVC & SHALL BE INSTALLED A MINIMUM OF 48" BELOW FINISHED GRADE. ALL WASTE PIPING UNDER CONCRETE SHALL BE SCHEDULE 40 PVC OR SCHEDULE 40 ABS. ALL ABOVE GROUND WASTE & VENT PIPING SHALL BE SCHEDULE 40 PVC WITH DMV TYPE FITTINGS. PIPING SHALL CONFORM TO IBC. INSULATE ALL HOT & COLD WATER SUPPLY LINES LOCATED WITHIN THE STRUCTURE. ALL PIPING SHALL BE PROTECTED FROM FREEZING. PROVIDE FROST PROOF HOSE BIBS AND DRAIN DOWN CAPABILITY FOR OUTSIDE PLUMBING LINES IN UNHEATED SPACES. 5. ALL ABOVE GROUND NATURAL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL IN THE SIZES REQUIRED AS PER IBC FOR THE INSTALLATION OF THE HEATING UNIT, WATER HEATER & APPLIANCES. PIPING SHALL CONFORM TO ASTM A53 & INSTALLATION SHALL CONFORM WITH IBC. 6. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL OF SIZES INDICATED ON SHOP DRAWINGS & FABRICATED IN ACCORDANCE WITH STANDARDS OF SMACNA. ALL DUCTWORK SHALL HAVE A 1" DUCT LINER. SIZES ARE TO BE MEASURED AS CLEAR DIMENSIONS. PROVIDE EXTRUDED ALUMINUM DIRECTIONAL WALL OR CEILING TAPE WITH DAMPERS AS SELECTED BY OWNER. CONTRACTOR SHALL BALANCE SYSTEM UNDER ACTUAL LOAD CONDITIONS MAKING ALL TESTS NECESSARY TO DEMONSTRATE THE INTEGRITY OF THE COMPLETE SYSTEM. 7. FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL & MECHANICAL WORK WHETHER SPECIFICALLY MENTIONED OR NOT, INCLUDING FINAL CONNECTIONS TO EQUIPMENT IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, STATE ELECTRICAL CODE, MECHANICAL SUB-CODE, THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY, AND ALL APPLICABLE CODES AND LAWS. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS, APPROVALS & INSPECTIONS, AND COORDINATE ALL WORK WITH THE APPLICABLE UTILITY COMPANIES. ALL ELECTRICAL WORK REQUIRED FOR THIS PROJECT SHALL BE DONE BY A LICENSED ELECTRICAL CONTRACTOR. PROVIDE SERVICE ENTRY EQUIPMENT AS REQUIRED. METER STACK & MAIN CIRCUIT BREAKER PANEL TO BE SQUARE 'D' (RAINPROOF) OR AN APPROVED EQUAL. ELECTRICAL SERVICE TO BE AS DETERMINED BY LICENSED ELECTRICIAN OR ELECTRICAL ENGINEER. PROVIDE 20% SPARE CIRCUITS IN PANEL AND MARK PANEL TO INDICATE USE OF EACH CIRCUIT. 8. AFTER THE COMPLETE CONNECTION AND INSTALLATION OF ALL THE EQUIPMENT AND APPLIANCES, TEST ALL WORK AND EQUIPMENT AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. CHECK & TEST THE ENTIRE INSTALLATION FOR VIBRATION, EXCESSIVE NOISE, CIRCULATION RESISTANCE, OR THE PRESENCE OF GROUND SHORTS IN ACCORDANCE WITH CURRENT & APPLICABLE CODES. REPAIR & REPLACE ANY DEFECTIVE WIRING, SHORTS OR GROUNDS BEFORE ACCEPTANCE OF THE WORK. 9. SYMBOLS SHOWN ARE TO SUGGEST THE TYPE OF FIXTURES TO BE INSTALLED. ALL LIGHT FIXTURES SHALL BE AS SELECTED AND/OR APPROVED BY THE OWNER. VERIFY EXACT LOCATION OF ELECTRICAL DEVICES PRIOR TO INSTALLATION. PROVIDE WIRING FOR ITEMS NOT SHOWN, SPECIFICALLY, FURNACES/BOILERS, AIR CONDITIONING UNITS (CENTRAL AND WINDOW), APPLIANCES, RANGE HOODS. VERIFY IF APPLIANCES ARE GAS OR ELECTRIC AND PROVIDE SERVICE AS REQUIRED. 10. CONTRACTOR TO SUPPLY AND INSTALL PHOTOELECTRIC TYPE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AT LOCATIONS INDICATED ON ELECTRICAL DRAWINGS AND AS SPECIFIED IN IBC 2018 NEW JERSEY EDITION R-314. UNITS SHALL BE HARDWIRED (WITH BATTERY BACKUP) AND INTERCONNECTED, SO THAT ACTUATION OF ONE DETECTOR AND ALARM SHALL ACTIVATE ALL ALARMS THROUGHOUT THE BUILDING. SMOKE & CARBON MONOXIDE DETECTORS SHALL BE UL APPROVED & INSTALLED IN ACCORDANCE WITH THE NJ EDITION OF THE IBC & NFPA 72. CARBON MONOXIDE ALARMS TO BE MANUFACTURED, LISTED AND LABELED IN ACCORDANCE WITH UL 2034. 11. ELECTRIC SYSTEM IS DIAGRAMMATIC AND LOCATIONS OF OUTLETS AND EQUIPMENT ARE APPROXIMATE. EXACT ROUTING AND LOCATION TO BE GOVERNED BY STRUCTURAL CONDITIONS AND THE OWNERS REQUIREMENTS. BEFORE WIRING OF FIXTURES AND RECEPTACLES, ELECTRICAL CONTRACTOR SHALL PERFORM A WALK￾THROUGH WITH THE OWNER, TO REVIEW THE LOCATION OF ALL ITEMS IN CONSIDERATION OF OTHER WORK AND FURNITURE LAYOUTS. RECEPTACLES SHALL BE SPACED NO MORE THAN 12'-0" O.C. AND NOT EXCEED 6'-0" FROM CORNER OF ROOM. RECEPTACLES OVER KITCHEN COUNTER TOPS SHALL BE SPACED NO MORE THAN 4'-0" O.C. AS REQUIRED. 12. ONLY NEW ELECTRICAL RECEPTACLES, SWITCHES, LIGHTING FIXTURES AND DEVICES ARE INDICATED ON PLANS, EXCEPT THAT EXISTING FIXTURES OR DEVICE LOCATIONS MAY BE REUSED. CONTRACTOR TO REVIEW QUANTITY AND LOCATION OF ALL ELECTRICAL FIXTURES/DEVICES SHOWN OR EXISTING AND THEN VERIFY WITH OWNERS. 1. ALL CONCRETE MATERIALS ARE TO COMPLY WITH THE STANDARDS LISTED IN THE AMERICAN CONCRETE INSTITUTE ACI 318-05 AND ACI 332-05. 2. CONTRACTOR TO REMOVE EXISTING FOUNDATION WALLS THAT IMPEDE THE NEW FOOTPRINT FOR NEW FOUNDATION WALLS, FOOTINGS, SLABS. ETC. 3. CONCRETE MIX SHALL BE DESIGNED TO SECURE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI, IN ACCORDANCE WITH THE PROCEDURE SET FORTH BY THE ASTM. THE CONSISTENCY OF THE MIX SHALL BE THAT REQUIRED FOR THE SPECIFIC PLACING CONDITIONS AND METHODS OF PLACEMENT AND ORDINARILY THE SLUMP SHALL BE BETWEEN 2" AND 3", BUT IN NO CASE MORE THAN 5". 4. CONCRETE FOOTINGS ARE REQUIRED UNDER ALL MASONRY WALLS, GRADE BEAMS, AND SPREAD FOOTINGS. SOIL COMPACTION SHALL BE ADEQUATE ENOUGH TO SUPPORT A SOIL BEARING PRESSURE OF 3000 PSI UNDER FOOTING. 5. BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3'-0" BELOW FINISHED GRADE FOR FROST PROTECTION AND REST ON FIRM UNDISTURBED SOIL (VIRGIN SOIL). MAXIMUM SLOPE BETWEEN THE BOTTOM OF ADJACENT STEPPED FOOTINGS SHALL BE A RATIO OF ONE VERTICAL TO TWO HORIZONTAL (10% SLOPE). ALL FOOTINGS IN CRAWL SPACES ARE TO BE A MINIMUM OF 1'-6" BELOW CRAWL SPACE SLAB. 6. PREMOLDED JOINT FILLERS USED WHEREVER EDGES OF A CONCRETE SLAB ABUTS A VERTICAL SURFACE SHALL BE RIGID, NON-EXPANDING, APPROVED TYPE PRE-MOLDED ASPHALT IMPREGNATED FIBERBOARD 1/2" THICK. 7. ALL REINFORCING STEEL SHALL BE DEFORMED HI-BOND BARS TO CONFORM TO THE LATEST ASTM SPECIFICATIONS A615, A706 OR A996. THE MINIMUM YIELD STRENGTH OF REINFORCING STEEL SHALL BE GRADE 60 AND SHALL COMPLY WITH ALL ACI CODE REQUIREMENTS. THE SIZE AND SPACING OF BARS SHALL BE AS INDICATED ON THE DRAWINGS, BUT IN NO CASE LESS THAN 1" FROM THE TOP AND OVER ANY PIPES AND CONDUCTS IN SLAB. CONTRACTOR TO PROVIDE THE NECESSARY SUPPORTS FOR REINFORCEMENT INCLUDING CHAIRS, BOLSTERS, SPACERS, ETC. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE 3". WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A185 WITH A MINIMUM TENSILE STRENGTH OF 70,000 PSI. 8. GROUT SHALL BE NONSHRINKABLE GROUT CONFORMING TO ASTM C476, AND SHALL HAVE A SPECIFIED STRENGTH AT 28 DAYS OF 3000 PSI. PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. 9. ALL SLABS TO BE TROWEL FINISHED, UNLESS SHOWN OTHERWISE ON DRAWINGS. 10. ALL PATIO ENTRY SLABS SHALL BE PITCHED AWAY FROM BUILDING 11. HOLLOW CONCRETE BLOCK LOAD BEARING UNITS SHALL CONFORM TO THE CURRENT EDITION OF THE ASTM SPECIFICATIONS FOR CONCRETE UNITS DESIGNATION ASTM-C-90 USE SOLID UNITS, ASTM-C-145, WHERE REQUIRED. ALL MASONRY SHALL CONFORM TO ACI 530 / ASCE 5 / TMS 402, OR OTHER APPROVED STRUCTURAL STANDARDS. 12. MASONRY WALL REINFORCEMENT SHALL BE DUR-O-WALL TRUSS DESIGNED OR APPROVED EQUAL. REINFORCING SHALL BE NEW DEFORMED STEEL BARS CONFORMING TO THE LATEST REQUIREMENTS OF ASTM A-15. DEFORMATIONS SHALL BE IN ACCORDANCE WITH THE ASTM A-305 FABRIC REINFORCEMENT SHALL BE WELDED WIRE FABRIC CONFORMING TO THE LATEST EDlTION OF THE ASTM A-185. 13. ALL BLOCK WORK SHALL BE LAID IN A FULL BED OF MORTAR IN A WORKMANLIKE MANNER WITH VERTICAL AND HORIZONTAL JOINTS TOOLED UP BOTH INTERIOR AND EXTERIOR. ALL BROKEN AND OTHERWISE DEFECTIVE BLOCKS SHALL BE DISCARDED. WHERE BLOCK WORK INTERSECTS OTHER BLOCK WORK, THE INTERSECTION SHALL BE BONDED AT EACH COURSE AVOIDING CONTINUOUS VERTICAL JOINTS. CONTROL JOINTS SHALL BE FORMED WHERE INDICATED ON DRAWINGS. PRE-FORMED JOINT FILLERS SHALL BE INSTALLED AT CONTROL JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. ALL BLOCK WORK SHALL BE REINFORCED WITH METAL TRUSS TYPE REINFORCING, SPACED AT 16 IN O.C. VERTICALLY. WHERE NORMAL REINFORCING DOES NOT OCCUR AT A COURSE DIRECTLY OVER DOOR AND WINDOW HEADS, ADD EXTRA REINFORCEMENT. LENGTH TO BE AT LEAST 4'-0" MORE THAN OPENING. 14. NO CONCRETE SHALL BE POURED IN FREEZING WEATHER, ON FROZEN OR WET GROUND OR WHILE IT IS RAINING. BLOCK SHALL NOT BE LAID WHEN THE TEMPERATURE IS BELOW 40 DEGREES F., EXCEPT WITH PERMISSION OF THE ARCHITECT AND PROVIDED THAT THE CONTRACTOR PROVIDES A SATISFACTORY METHOD OF HEATING MATERIALS BEFORE LAYING. ALL MASONRY SHALL BE ADEQUATELY PROTECTED FROM DAMAGE BY STORMS AND FROST, AND MAINTAINED AT A TEMPERATURE ABOVE FREEZING UNTIL THE MORTAR IS SET. 15. ALL CONCRETE SLABS TO BE POURED ON 4" MINIMUM OF COMPACTED GRAVEL OR CRUSHED STONE CONTAINING NOT MIRE THAN 10% OF MATERIAL THAT PASSES THROUGH A NO. 4 SIEVE, UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE A 6 MIL. POLYETHYLENE VAPOR BARRIER, OR APPROVED EQUAL ,UNDER ALL INTERIOR CONCRETE SLABS ON GRADE. ALL SEAMS SHALL BE LAPPED A MINIMUM OF 1'-0". 16. ALL CONCRETE BELOW GRADE SHALL BE DAMP AND WATERPROOFED ON THE EXTERIOR FACE WITH APPROVED MATERIALS. PARGE PRE-DAMPED MASONRY WALLS THROUGHOUT WITH TYPE S MORTAR APPLIED IN 2 UNIFORM COATS WITH A STEEL-TROWEL SMOOTH FINISH. FORM A WASH AT TOP OF PARGING AND COVE AT THE BOTTOM. DAMP CURE PARGING FOR AT LEAST 24 HOURS. 17. OPENINGS IN BLOCK WALLS TO HAVE 4" x 8" BLOCK LINTELS, ONE FOR EACH 4" OF THICKNESS. USE ONE 3"x3"x16" ANGLE FOR EACH 4" OF BRICK OR STONE THICKNESS, UNLESS NOTED OTHERWISE. BEARING ON WALLS SHALL BE AS REQUIRED TO DISTRIBUTE THE LOAD BUT NOT LESS THAN 4". 18. FIRST & TOP BLOCK COURSE OF FOUNDATION WALLS TO BE FILLED SOLID WITH MORTAR. FILL CMU SOLID AT ALL BEAM BEARING AND COLUMN SUPPORT LOCATIONS. 19. WHERE BLOCK FILL IS CALLED FOR ON DRAWINGS, USE TYPE M CONCRETE WITH A COMPRESSIVE STRENGTH OF 2,500 PSI IN ACCORDANCE WITH ASTM C-476 AND INSTALLED IN ACCORDANCE WITH AIC-531 FOR HIGH OR LOW LIFT PROCEDURES. PLUMBING, MECHANICAL, ELECTRICAL, & HVAC METALS DEMOLITION NOTES 1. ALL FRAMING LUMBER SHOULD BE S4S, S-DRY, GRADE MARKED & COMPLYING WITH PS 20. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR #2 AND CONFORM TO STANDARDS SET FORTH BY THE AMERICAN FOREST AND PAPER ASSOCIATION (AFPA). ALL LUMBER IN CONTACT WITH MASONRY, EXPOSED TO THE WEATHER, OR AS INDICATED ON DRAWING SHALL BE PRESSURE TREATED TO COMPLY WITH AWPA C1, C2 AND C9. SIZES OF LUMBER ARE INDICATED ON DRAWINGS. 2. ALL PLYWOOD SHOULD BE MARKED WITH AMERICAN PLYWOOD ASSOCIATION GRADE STAMP ON EACH SHEET INDICATING THE SPAN RATING, EXPOSURE DURABILITY CLASSIFICATION, THICKNESS, AND GRADE DESIGNATION. PLYWOOD SHALL COMPLY WITH THE REQUIREMENTS OF PS-1-83. THE FOLLOWING MIN. THICKNESS & GRADE DESIGNATIONS SHALL BE PROVIDED FOR THE APPLICABLE LOCATIONS: WALL SHEATHING - 1/2" APA RATED SHEATHING (32/16) EXPOSURE 1, ROOF SHEATHING 5/8" APA RATED SHEATHING (40/20) EXPOSURE 1. WHERE THE DRAWINGS MAY INDICATE A DIFFERENT THICKNESS, THE LARGER THICKNESS SHALL BE INSTALLED. 3. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR COAST REGION OR EQUAL U.N.O. HAVING A MINIMUM MODULAR OF ELASTICITY (E) OF 1,600,000 PSI AND EXTREME FIBER STRESS (Fb) 1,600 PSI. 4. ALL LUMBER IS TO BE EXAMINED FOR SPLITS, CHECKS, CRACKS OR OTHER DEFICIENCIES THAT MAY EFFECT ITS STRUCTURAL INTEGRITY. ALL LUMBER THAT IS FOUND TO BE DEFICIENT IS NOT TO BE UTILIZED IN CONSTRUCTION AND IS TO BE REMOVED FROM THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY SPLIT, DAMAGED OR CRACKED FRAMING MEMBERS AS REQUIRED. 5. ALL FASTENERS SHALL CONFORM WITH 2018 IBC NJ AND FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE 602.3 (1) 6. WHEN USING PRE ENGINEERED LUMBER, FOLLOW ALL MANUFACTURER REQUIRED NAILING PATTERNS AND RECOMMENDATIONS UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE THE WORK OF OTHER TRADES WITH RESPECT TO CUTTING AND DRILLING STRUCTURAL MEMBERS, IN STRICT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ALL PREMANUFACTURED WOOD MEMBERS/ ENGINEERED LUMBER AS SPECIFIED ON DRAWINGS SHALL BE MANUFACTURED BY iLEVEL (TRUS JOIST) AND ARE TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS AND DETAILS. ANY SUBSTITUTIONS BECOME THE LIABILITY OF THE CONTRACTOR. ANY REVISIONS TO FRAMING MUST BE APPROVED BY THE ARCHITECT PRIOR TO THE SUBSTITUTION & PRIOR TO PURCHASING ANY BUILDING MATERIAL. ARCHITECT WILL ASSUME NO RESPONSIBILITY OR LIABLITIY FOR SHOP DRAWINGS PROVIDED BY LUMBER SUPPLIER OR CONTRACTOR. 7. CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND/OR MANUFACTURER FRAMING LAYOUTS FOR APPROVAL BY ARCHITECT PRIOR TO ANY PURCHASE OF MATERIAL AND/OR ACTUAL FRAMING IN THE FIELD. ANY SHOP DRAWINGS SUBMITTED FOR APPROVAL AFTER FRAMING HAS BEGUN WILL RESULT IN A CHANGE ORDER AND IMMEDIATE FIELD INSPECTION BY ARCHITECT TO VERIFY ALL FRAMING SIZES. THIS COST WILL BE THE LIABILITY OF THE CONTRACTOR AND/OR OWNER. ANY CONSTRUCTION COSTS OCCURRED FOR INADEQUATE FRAMING WILL BECOME THE LIABILITY OF THE CONTRACTOR. 8. ALL PSL AND LVL BEAMS ARE TO HAVE SOLID BLOCKING AT EACH END TO PREVENT ROTATION. IF BEAMS ARE PARALLEL TO THE FLOOR JOISTS, INSTALL SOLID BLOCKING PERPENDICULAR TO THE BEAM AT 36" O.C. WITHIN ADJACENT BAYS (TYP.) 9. ALL EXTERIOR LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED AND ALL MECHANICAL FASTENERS GALVANIZED. 10. ANCHOR BOLTS SHALL BE AT A MINIMUM OF 5/8" INCH DIAMETER. THE BOLTS SHALL BE EMBEDDED IN FOUNDATIONS TO A DEPTH OF NOT LESS THAN 7". THERE SHALL BE A MINIMUM OF TWO ANCHOR BOLTS PER SECTION OF PLATE AND ANCHOR BOLTS SHALL BE PLACED 12" FROM THE END OF EACH SECTION OF PLATE WITH INTERMEDIATE BOLTS SPACED BY A MAXIMUM OF 6'-0" O.C. 11. PROVIDE SILL PLATES AS INDICATED ON THE DRAWINGS. SILL PLATE SHALL BE (2)TWO NOM. 2X6 PRESSURE TREATED DOUGLAS FI R, UTILITY OR BETTER AND ATTACHED TO FOUNDATION WALLS WITH ANCHOR BOLTS. SILL PLATE SHALL RUN CONTINUOUSLY OVER OPENINGS AND SHALL BE NAILED TO RIM JOIST AND OPENING HEADER. ROLLED FOAM SEALER SUCH AS "SILL-SEAL" OR EQUAL SHALL BE INSTALLED BETWEEN SILL PLATE AND TOP OF FOUNDATION WALL. PROVIDE AN ALUMINUM TERMITE SHIELD UPGRADE AS AN OPTION TO BE INSTALLED ON THE OUTSIDE FACE OF THE FIRST 8" OF VERTICAL WOOD ON TOP OF THE FOUNDATION. 12. WOOD BEAMS SHALL BE INSTALLED WITH PROPER TERMITE PROTECTION AND CLEARANCE. ALL BEAMS SHALL HAVE A BEARING OF AT LEAST 4" FOR WOOD BEAMS AND 6" FOR STEEL BEAMS AND BEAR ON A SOLID MASONRY WALL. IF A METAL PLATE IS USED, IT SHALL BE AS DESIGNED AND SHOWN ON PLANS. ALL SHIMS SHALL BE METAL. WOOD SHIMS ARE NOT PERMITTED. ALL EXPOSED LUMBER DUE TO FIELD CUTS SHALL BE TREATED IN THE FIELD ACCORDING TO AWPA M4 13. INSTALL SOLID FRAMING UNDER ALL POINT LOADS DOWN TO FOUNDATION. ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THRU ALL LEVELS AND TERMINATE AT THE BASEMENT FLOOR AND BE SUPPORTED BY A THICKENED SLAB, GRADE BEAM, OR FOOTING DESIGNED TO CARRY THE LOAD. 14. MAXIMUM SPACING OF ALL STUDS, FLOOR JOISTS, CEILING JOISTS, AND ROOF RAFTERS SHALL BE 16" O.C., UNLESS OTHERWISE NOTED. PROVIDE TRIPLE STUDS AT ALL BEARING POINTS IN WOOD FRAME WALLS. 15. ALL HEADERS SHALL BE (2) 2 X 10 MIN. IN BEARING WALLS, HEADERS SHALL REST ON DOUBLE STUDS, EACH SIDE . DOUBLE ALL FRAMING AROUND FLOOR OPENINGS AND AROUND SKYLIGHTS. 16. SOLID WOOD HORIZONTAL BRACING SHALL BE INSTALLED AT MID-HEIGHT OR 8'-0" O.C. WHEN UNBRACED HEIGHT EXCEEDS 16'-0", AND IN STUD WALLS GREATER THAN 10'-0" IN HEIGHT, UNLESS OTHERWISE NOTED. PROVIDE WOOD BLOCKING MIDWAY IN BEARING WALLS. 17. ALL JOISTS AND BEAMS SHALL BEAR ON A MIN. OF 3 1/2" SOLID BASE. JOISTS SHALL BE DOUBLED UNDER PARTITION WALLS PARALLEL TO JOISTS DIRECTION AND UNDER FRONT EDGE OF BATHTUBS IF PARALLEL TO JOISTS. PROVIDE JOISTS 6" APART UNDER PLUMBING OR UTILITY WALLS (TYP.) TO ALLOW FOR PIPING. FLOOR FRAMING TO BE BOXED AROUND ALL TOILET AND TUB DRAINS. 18. ALL FRAMING LUMBER SHALL BE INSTALLED TRUE, LEVEL, IN LINE, PLUMB, SQUARE, WELL SPIKED AND NAILED, PROPERLY BRACED AND WELL SECURED IN POSITION. 19. ALL LUMBER AND MILLWORK DELIVERED TO THE JOB SHALL BE IN FIRST CLASS CONDITION AND SHALL BE PROPERLY STORED AND PROTECTED AGAINST THE WEATHER AND TERMITE INFESTATION. STORE ALL LUMBER OFF THE GROUND AND KEEP COVERED WHEN NOT IN USE. DO NOT ACCEPT ANY MATERIAL THAT IS NOT IN ACCORDANCE WITH THE REQUIREMENTS HEREIN. 20. INSTALL JOIST HANGERS FOR ALL FLUSH JOIST TO BEAM AND BEAM TO BEAM FRAMING. HANGERS SHALL BE 'SIMPSON', OR APPROVED EQUAL. 21. NO BEAM, JOIST OR STUD SHALL BE CUT OR NOTCHED SO AS TO COMPROMISE ITS STRUCTURAL CAPACITY. REFER TO IBC 2018 NEW JERSEY EDITION, FIGURE R-502.8, R-602.3(1), R-602.6(1), R-602.6(2) & R-602.6.1. 22. ALL SHEATHING AND SUB FLOORING SHALL BE APA EXTERIOR GRADE, IN THE THICKNESS SPECIFIED FOR USE AS FOLLOWS: ROOF SHEATHING TO BE MIN. 1/2" EXTERIOR GRADE PLYWOOD, AND 5/8" IF ROOF TRUSSES @ 24" O/C ARE USED. FLOOR SHEATHING TO BE 3/4" T&G EXTERIOR GRADE PLYWOOD, WALL SHEATHING TO 1/2" EXTERIOR GRADE PLYWOOD OR O.S.B. ALL PLYWOOD SHEATHING TO BE INSTALLED WITH A MIN. 1/8" GAP ALONG ALL PANEL EDGES AND ENDS. 23. ALL WOOD CONNECTORS SUCH AS CLIPS, HANGERS, STRAPPING, POST BASES AND CAPS ARE TO BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY. ALL CONNECTORS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. ALL CONNECTORS ARE TO BE USED WITH MANUFACTURER'S APPROVED FASTENERS. ALL CONNECTORS EXPOSED TO THE ELEMENTS OR EXTERIOR ARE TO BE HOT DIPPED GALVANIZED WITH HOT DIPPED GALVANIZED FASTENERS. ANY CONNECTORS EXPOSED TO SALT WATER SPRAY OR WITHIN A HALF MILE OF SALT WATER MUST BE STAINLESS STEEL TO PROVIDE DURABILITY AGAINST CORROSION. 24. INSTALL SIMPSON HURRICANE CLIPS, MODEL #H2.5 ON EACH RAFTER TYPICAL FOR TOP PLATE APPLICATION OR A MODEL #H-3 FOR A PLATE OVER CEILNG JOIST APPLICATION. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. USE MANUFACTURER APPROVED FASTENERS. 25. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, VERTICALLY AT THE CEILING AND FLOOR LEVELS, HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL. 1. ALL STRUCTURAL STEEL FABRICATION, DESIGN & ERECTION SHALL BE IN ACCORDANCE WITH ASTM A325, AISC 360 AND CHAPTER 22 IN THE NJ EDITION OF THE IBC. ALL STEEL TO RECEIVE ONE SHOP COAT OF PAINT. STEEL ANGLES & PLATES ALONG WITH BOLTS AND WASHERS, IN DIRECT CONTACT WITH EXTERIOR FINISH MASONRY & ALL EXTERIOR EXPOSED STRUCTURAL STEEL, SHALL BE PAINTED WITH INORGANIC ZINC PRIMER EQUIVALENT TO SOUTHERN COATINGS CHEMTEC 600 . 2. PROVIDE COLD FORM STEEL FRAMING & FASTENING TO COMPLY WITH ASTM A653, A792, A875, OR A1003 AND THE NJ EDITION OF THE IBC. ALL STUDS, JOISTS, BRACING, ETC. SHALL BE THE GAUGE & SIZE AS INDICATED ON THE CONSTRUCTION DRAWINGS. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 3. ALL SHOP CONNECTIONS TO BE WELDED, RIVETED, OR HIGH STRENGTH BOLTED UNLESS OTHERWISE NOTED. ALL FIELD CONNECTIONS TO BE BOLTED WITH 3/4 " DIAMETER HIGH STRENGTH BOLTS IN 15/16" DIAMETER HOLES UNLESS OTHERWISE NOTED. MINIMUM WELD SIZE TO BE 3/16" UNLESS OTHERWISE NOTED. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY THE FABRICATOR'S LICENSED ENGINEER & SUBMITTED TO THE ARCHITECT FOR REVIEW AND COORDINATION. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE FABRICATOR OF RESPONSIBILITY FOR THE ADEQUACY OF ALL CONNECTIONS. 4. REINFORCING BARS SHALL CONFORM TO ASTM-A-615, GRADE 60. WELDED WIRE FABRIC TO CONFORM TO ASTM￾A-185, UNLESS OTHERWISE NOTED. STEEL LINTELS, ANGLES, & ANCHOR BOLTS EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL CONFORMING TO A.S.T.M. A307 STANDARDS. ALL STEEL COLUMNS SHALL BE OF STANDARD HEAVY WEIGHT STEEL PIPE COLUMN SCHEDULE 40, CONFORMING TO ASTM A500 (FY=46) AND All COLUMN BASE PLATES AND BEARING PLATES TO BE 5"X5"X3/16" THICK A-36 STEEL, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLATE WASHER ARE TO BE 3"X3"X.229". 5. ALL STEEL SHALL CONFORM TO THE FOLLOWING: ALL WIDE FLANGE BEAMS - ASTM A992 (Fy=50). ALL CHANNELS, ANGLES, PLATES, ETC. - ASTM A36, A572 or A992. ALL STRUCTURAL TUBING - ASTM A500 (Fy=46) or A501. ALL STEEL PIPING - ASTM A53 (Fy=35). ANCHOR BOLTS - ASTM A307. ALL BOLTS - ASTM A325. WELDING ELECTRODES - AWS A5.1 OR A5.5 CLASS E70XX. GALVANIZED STRUCTURAL SHAPES & RODS - ASTM A123. GALVANIZED BOLTS, FASTENERS & HARDWARE - ASTM A153. 6. DISSIMILAR METALS IN CONTACT SHALL BE TREATED OR PROPERLY SEPARATED BY ELASTOMERIC FLASHING OR BITUMINOUS PAINT TO PREVENT GALVANIC AND/OR CORROSIVE EFFECTS. EXCLUSIONS TYPICAL ANNOTATION SYMBOLS SECTION CALLOUT 1 REVISION TAG DETAIL CALLOUT 1 3 2 4 1 A4 EXTERIOR ELEVATION CALLOUT INTERIOR ELEVATION CALLOUT NORTH ARROW 3068 3068 DOOR TAG WINDOW TAG 1B WALL TAG 1 A4 1 A4 ABV. ABOVE AC AIR CONDITIONING ACT ACCOUSTICAL CEILING TILE A.F.F ABOVE FINISH FLOOR A.F.G ABOVE FINISH GRADE ALT. ALTERNATE ALUM ALUMINUM AVG AVERAGE BD. BOARD BLDG BUILDING BLK BLOCK CFM CUBIC FEET PER MINUTE C.J. CEILING JOISTS CL CLOSET CLG CEILING CMU CONCRETE MASONRY UNIT C.O. CLEAN OUT COL. COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS COORD. COORDINATE DBL. DOUBLE DEMO DEMOLITION DET DETAIL DIA DIAMETER DIAG. DIAGONAL DIM. DIMENSION DN. DOWN DR DOOR DWG DRAWING D/W DISHWASHER EA. EACH EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EX. or EXIST. EXISITING EXT. EXTERIOR F.D. FLOOR DRAIN FDN. FOUNDATION FIN FINISH(ED) FIXT FIXTURE F.J. FLOOR JOISTS FL or FLR FLOOR FPSC FIRE PROOF SELF CLOSING FT. FEET GALV. GALVANIZED GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER GL GLASS GWB GYPSUM WALL BOARD GYP. GYPSUM H.C. HOLLOW CORE H/C HANDICAPPED HDW HARDWARE H.M. HOLLOW METAL HOR. HORIZONTAL HR HOUR HT HEIGHT H.W. HOT WATER INSUL INSULATION INT. INTERIOR JST. JOIST LAV LAVATORY LIN. LINEAR LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MAS. MASONRY MAX. MAXIMUM MECH MECHANICAL MET. METER MFR MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD MOUNTED MTL METAL MUL. MULLION NA NOT APPLICABLE NIC NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE O.C. ON CENTER OFF. OFFICE OH. OVERHEAD OPNG OPENING PART. PARTITION PERP. PERPENDICULAR PLYWD PLYWOOD PREFAB. PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PWR POWER QTY. QUANTITY R. RISER RAD. RADIUS REF REFRIGERATOR REFL REFLECTED REINF. REINFORCED REQ'D REQUIRED REV. REVISION RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE SCHED SCHEDULE SEP SEPARATION SPECS SPECIFICATIONS SQ. FT. or SF SQUARE FEET SQ. IN. SQUARE INCH STC SOUND TRANSMISSION CLASS STD. STANDARD STL STEEL STOR. STORAGE STR. STRUCTURAL SUSP. SUSPENDED T. TREADS TBD TO BE DETERMINED T&G TONGUE AND GROOVE T.O. TOP OF T.O.B. TOP OF BEAM T.O.P. TOP OF PLATE THK THICK TYP. TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT. VERTICAL VEST. VESTIBULE V.I.F. VERIFY IN FIELD W/ WITH W/C WATER CLOSET WD WOOD W/O WITHOUT WP WEATHERPROOF ABBREVIATIONS JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 1/10/2023 11:51:17 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN GENERAL NOTES, ABBREVIATIONS & SYMBOLS CS2 REVISIONS DocuSign Envelope ID: 29746CAD-B1C1-43DA-871E-E716F56AC55D 5013-23 06/22/23 Partial Release Building Construction Official Frederick Krowl� H/S F/E DN LIFE SAFETY LEGEND TRAVEL DISTANCE LIMITATIONS BUILDING EXIT (MAXIMUM 200'-0") SMOKE COMPARTMENT (MAXIMUM 200'-0") SUITE (MAXIMUM 100'-0") DEAD END CORRIDOR (MAXIMUM 20'-0") SLEEPING ROOM EXIT (MAXIMUM 50'-0") 199' 199' 99' 19' 49' EGRESS DOOR TAG NOMINAL EGRESS WIDTH CLEAR EGRESS WIDTH EGRESS CAPACITY XX" XX" XX NOTE: PLAN TO BE PRINTED IN COLOR TO FACILITATE PROPER COMMUNICATION OF INTENT TRAVEL DISTANCE (FT) TO MEANS OF EGRESS LIFE SAFETY SYMBOLS FIRE EXTINGUISHER CABINET HORN/STROBE TYPE K FIRE EXTINGUISHER CARBON MONOXIDE DETECTOR EMERGENCY LIGHT DIRECTIONAL EXIT LIGHT MEANS OF EGRESS LIGHTING F/E H/S F/E-K C/O AREA SYMBOLS ELEVATOR EXIT ACCESS CORRIDOR EXIT STAIR (VERTICAL EXIT ENCLOSURE) EXIT DISCHARGE - CALCULATED OCCUPANTS TO EXIT (IF APPLICABLE) HAZARDOUS ROOMS SHAFTS COURTYARD AREA ROOF AREA 3 HR. FIRE BARRIER 2 HR. FIRE BARRIER 1 HR. FIRE BARRIER 2 HR. SMOKE BARRIER 1 HR. SMOKE BARRIER NON-RATED SMOKE RESISTIVE PARTITION 1 HR. INTERIOR BEARING WALL NON-RATED PARTITION WALL & CEILING BARRIERS & PARTITIONS EM 5 5 1 FLOOR FINISH CONTRAST PROVIDED TO CLEARLY DEMARCATE CONTINUOUS CORRIDOR/ EGRESS PATH MIN. CLEAR PATH 8' - 0" COURTYARD AREA OPEN TO "CONTINUOUS CORRIDOR" AND ARRANGED SUCH SO AS NOT TO OBSTRUCT ACCESS TO THE REQUIRED EXITS (AREA OPEN TO CORRIDOR CLASSIFIED AS PUBLIC USE AREA AND ALLOWED PER IBC § 407.2.1) PERGOLA ABOVE KITCHEN VENT. SYSTEM DOES NOT CONSTITUTE AN ENCLOSED/CONSTRAINED SPACE AS NO SOLID WALLS ARE PROVIDED; AS SUCH FIRE SUPPRESSION SYSTEM IS NOT NEEDED N.I.S. 4 COURTYARD MAINTAINED AS AREA OF REFUGE WITHIN MAX TRAVEL DISTANCE 55' TO AREA OF REFUGE 60' TO AREA OF REFUGE 1.RAMP ADDED FOR EGRESS PURPOSES 2. EMERGENCY EGRESS ILLUMINATION ADDED 5 EM EM EM EMEM 5 6 DOOR SWING REVERSED FOR PROPER CLEARANCE; EM. AND EXIT DEVICE LOCATIONS REVISED OCCUPANT LOAD-FIXED SEATING PER 1004.6 ROUND DINING SET FIXED SEATING TYPE NUMBER OF OCCUPANTS ADA DINING TABLE WHEELCHAIR SEATING ADA BENCH 12 6 2 28 TOTAL OCCUPANTS 48 JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 3/24/2025 3:08:36 PM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN LIFE SAFETY PLAN LS1 3/16" = 1'-0" 1 PROPOSED LIFE SAFETY PLAN - GROUND FLOOR 1 2 REVISIONS 1 2.22.23 DCA 2 05.10.2 3 DCA 2.0 4 05.20.2 4 DCA 3.0 5 11.24.2 4 Ramp Addition 6 02.10.2 5 DCA Comments 4.0 6 OL TABLE ADDED PER FACTUAL FACILITY LOADING Docusign Envelope ID: 85AAFBA3-7356-42D7-9207-5607C04824B4 5013-23 3/31/2025 Partial Life Safety exit/ramp Release Fire Protection Subcode Greg Collier� JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732 -806 -0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL 1/4" = 1'-0" 3/3/2023 11:55:05 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN EX. LIFE SAFETY PLAN LS2 N.T.S. 1 EXISTING LIFE SAFETY PLAN 1 REVISIONS 1 2.22.23 DCA DocuSign Envelope ID: 3E596C9A-CBAB-4A74-9CEF-792412209720 5013-23 06/22/23 Partial Release Building Construction Official Frederick Krowl� KNEE CLEARANCE 11"-25" AT 9" AFF AND ABOVE. TOE CLEARANCE 17"-25" AT 9" AFF AND BELOW CLEAR FLOOR SPACE (NO DOOR SWING) REQUIRED IN MULTI￾FIXTURE TOILET ROOMS ONLY 30" MIN 48" MIN. PLAN VIEW (TYP) FRONT ELEVATION (TYP) SIDE ELEVATION (TYP) 29" MIN. 34" MAX INSULATE PIPE AS PER ICC/ ANSI A117.1-2009 OPT. MIRROR 40" MAX. OPT MIRROR 11" MIN. 17" MIN 8" MIN. 29" MIN. 27" MIN. 0' - 9" MIN. PARALLEL APPROACH 30" MIN 48" MIN. 3-1/2" MAX. MIN. 0' - 8" PLAN VIEW SEE 0' - 9" MIN.27" MIN. 36" MAX. MIN. 0' - 11" TO OPERABLE PARTS 4' - 0" MAX TO OPERABLE PARTS 4' - 0" MAX. PLAN VIEW (TYP) PAPER TOWEL DISPENSER SIDE ELEVATION (TYP) 56" MIN 16" -18" OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 60" MIN 17" - 19" 15" MIN 48" MAX 33" -36" 39" - 41" 18" MIN 12" MAX 42" MIN 54" MIN 39" - 41" 7" - 9" 1-1/2" MIN TRANSFER SIDE 33" - 36" 36" MIN 24" MIN 12" MIN LAVATORIES 1/2" = 1'-0" DRINKING FOUNTAINS 1/2" = 1'-0" PLAN VIEW (TYP) SIDE ELEVATION (TYP) FRONT ELEVATION (TYP) TOILETS 1/2" = 1'-0" INDICATES ACCESSIBLE KNEE & TOE CLEARANCE SPACE FOWARD APPROACH 48" MIN 30" MIN. 5" MAX PLAN VIEW (TYP) 15" MIN 15" MIN 15" MIN CLEAR SPACE 30" MIN 48" MIN PRIVACY SCREEN MAY BE CLOSER IF DEPTH DOES NOT EXTEND BEYOND FRONT OF URINAL 17" MAX 44" MAX URINALS 1/2" = 1'-0" FRONT ELEVATION (TYP) PLAN VIEW (TYP) ACCESSORIES MOUNTING HEIGHTS 1/2" = 1'-0" WASTE RECEPTACLE HAND DRYER SANITARY NAPKIN VENDOR WALL MOUNTED SOAP DISPENSER TOWEL BAR TOWEL BAR AND SHELF UTILITY SHELF SOAP DISH HOOKS FACIAL TISSUE DISPENSER MEDICINE CABINET TO BOTTOM SHELF 44" MAX AUDIO/VISUAL FIRE ALARM FIRE ALARM PULL STATION, GENRALLY LOCATE UNDER A/V LIFE SAFETY EQUIPMENT MOUNTING HEIGHTS N.T.S 4' - 6" FIREHOSE RACK OR VALVE FIRE EXTINGUISHER FIREHOSE VALVE CABINET FIREHOSE EXTINGUISHER & HOSE CABINET FIRE EXTINGUISHER CABINET 6' - 8" TO THE TOP OF OPERBALE PARTS MAX. 48" A.F.F. FIRE ALARM 7' - 0" 5' - 0" EXIT SIGN KNOX BOX PENALTY SIGN WITH LANGUAGE AS REQUIRED BY NJSA 39:4-198 ACCESSIBLE EQUIPMENT & SIGNAGE N.T.S 5' - 0" BUILDING ENTRANCE SYMBOL OF ACCESSIBILITY MIN 1' - 0" 1' - 6" MIN. 0' - 6" MIN. WHEN PARALLEL TO SIDEWALK APPROX. 60" POST MOUNTED SIGN 12" MAX. FOR EXTERIOR POST MTD. ACCESSIBLE SIGN TO THE TOP OF OPERBALE PARTS MAX. 48" A.F.F. INTERCOM HANDICAPPED PUSH PLATE3' - 0" R7-8 SIGN FROM THE MANUAL OF UNIFORM OF TRAFFIC CONTROL DEVICES CENTERED AT THE HEAD OF EACH PARKING SPACE WHEN PERPENDICULAR TO SIDEWALK APPROX. 72" SHOWERS 1/2" = 1'-0" 15" MIN. A.F.F. RECEPTACLES 5' - 0" (A) FRONT APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE 60" MIN MIN 18" (B) FRONT APPROACH, PUSH SIDE MIN* 48" MIN. 12" (C) HINGE APPROACH , PULL SIDE 36" MIN. 60" MIN. (D) HINGE APPROACH, PULL SIDE 54" MIN. 42" MIN. MIN 22" 42" MIN. ** MIN* 12" (F) LATCH APPROACH, PULL SIDE 48" MIN. MIN 24" 24" MIN. 42" MIN.* (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARANCE AT MANUAL SWINGING DOOR (FIGURE 404.2.3.2) N.T.S. (A)TWO DOORS IN A SERIES TWO DOORS IN A SERIES (FIGURE 404.2.5) N.T.S 60" MIN. 60" MIN. (B)TWO DOORS IN A SERIES 60" MIN. WIDTH DOOR 48" MIN. WIDTH DOOR 60" MIN. 48" MIN. WIDTH DOOR (C)TWO DOORS IN A SERIES JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 4/2/2025 2:00:48 PM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN TYPICAL DETAILS A1 REVISIONS Docusign Envelope ID: AF7C03EE-5625-4718-9EF2-FEF746AE5C5A 5013-23 4/2/2025 Partial Release Amended Exterior Building Building Michael Moticha� DN F/E DN 1 2 3 4 4 4 4 5 6 7-1 7-1 7-1 7-2 7-2 7-2 7-2 8 8 8 8 9 10 10 11 12 13 13 14 14 14 14 14 14 14 14 15 15 15 16 16 7-1 7-1 EXISTING RAMP TO REMAIN A3 1 A4 1 3 A4 17 A3 3 1 8' - 0" 2 3 ENCLOSURE ADDED TO MAINTAIN SAFTEY AND PRIVACY OF EXTERIOR COURTYARD FLOOR FINISH CONTRAST PROVIDED TO CLEARLY DEMARCATE EGRESS PATH 101 6' - 0" 1" / 1'-0" [No Slope] A3 6 RAMP ADDED 5 6 DOOR SWING REVERSED FOR PROPER CLEARANCE 7 NOTES ADDED TO ENSURE COMPLIANCE AND SAFETY OF EX. STAIRS/LANDINGS AND ASSOCIATED RAILNGS CONTRACTOR TO REPAIR LANDING AREA AS REQUIRED TO ACHIEVE EVEN AND SLIP RESISTANT WALKING SURFACE IN ACCORDANCE WITH IBC 2021 SECTION 1003.4, ASTM D2047 AND 1003.5. SURFACE IRREGULARITIES SHALL NOT EXCEED 1/4 INCH VERTICAL OR 1/2 INCH WITH BEVELED TRANSITIONS. REPLACE EXISTING TEMPORARY RAILING AT THE EXTERIOR STAIRCASE WITH PERMANENT HANDRAIL AND GUARDRAIL SYSTEM IN ACCORDANCE WITH IBC 2021 SECTIONS 1014 AND 1015. RE SHEET A3 FOR DETAILING OF RAILINGS. 1 TRIANGLE CONCRETE PAVER 2 VEGGIE GARDEN 3 WATER FOUNTAIN 4 5 PERGOLA COMPOSITE WOOD FENCE 6 METAL RAIL 7-1 72" ADA BENCH-BLACK 7-2 72" ADA BENCH-GRAY 8 CIGARETTE RECEPTACLE 9 PING PONG TABLE 10 ADA DINING TABLE AND BENCH 11 FOOSBALL TABLE 12 ADA KITCHEN 13 GARBAGE CAN 14 OUTDOOR SPEAKER 15 ROUND DINING SET 16 TRENCH DRAIN CONSTRUCTION LEGEND 17 30"X52" CLR FLR SPACE 18" MIN. 2" MAX. 2 1/2" MAX. 20"-24" 17"-19" JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 3/27/2025 11:43:41 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN CONSTRUCTION PLAN A2 3/16" = 1'-0" 1 PROPOSED CONSTRUCTION PLAN - GROUND FLOOR 1/2" = 1'-0" 2 ADA BENCH DETAIL REVISIONS 1 2.22.23 DCA 2 05.10.2 3 DCA 2.0 3 02.14.2 4 Client Rev. 5 11.24.2 4 Ramp Addition 6 02.10.2 5 DCA Comments 4.0 7 Date 7 DCA Comments 4.1 Docusign Envelope ID: 9AE0452E-5E4D-4FF0-8EDE-B01F5B6F056B 5013-23 3/27/2025 Partial Release Amended Exterior Building Building Michael Moticha� 654321 DN DN 20' - 1 1/2" 2' - 6" 3' - 0" 3' - 5 1/2" 2' - 2 1/2" 3' - 5 1/2" 3' - 0" 2' - 6" 2' - 6" 30"X52" CLR FLR SPACE 30"X52" CLR FLR SPACE 30"X52" CLR FLR SPACE DECK 0' - 0" 3' - 1 3/4" 1' - 8 1/2" 1' - 7 1/4" 1' - 4 3/4" 0' - 11 3/4" 2' - 6" 1' - 2 1/4" 0' - 11 1/2" 1' - 10" 1' - 8 1/2" 3' - 1 3/4" 2' - 8 1/2" 0' - 1 1/4"2' - 7 1/4" 1' - 2 1/2"0' - 1 1/4" 0' - 1 1/4" 2' - 1 1/2" 0' - 5 3/4" 6X6 ALUMINUM POST TO BE INTEGRATED WITH KITCHEN KNEE CLEARANCE PER STANDARD ACCESSIBLE DETAILS 36" BBQ GRILL AND INSULATED JACKET GRILL ACCESS PANEL TRIPLE ACCESS DRAWER ADA SINK AND FAUCET 1 1/4" THICK GRANITE STONE COUNTERTOP 7/8" THICK 1X16 COMPOSITE WOOD TRASH CAN DRAWER CLEAR 4' - 0" 4' - 7 1/2" HANDRAIL EXTENSION 1' - 0" 42" HIGH GUARDRAIL AND 36" HIGH HANDRAIL 36" HIGH WALL-MOUNTED HANDRAIL CONCRETE PAD PER SITE PLAN HANDRAIL EXTENSION 1' - 0" CONCRETE STAIRS TO GRADE IN ACCORDANCE W/ SITE PLAN. 7" MAX RISER HEIGHT AND 11" MIN. TREAD DEPTH. 4X4 WOOD PT POST 1X6 COMPOSITE WOOD SINGLE FLUSH WOOD FENCE DOOR DOOR TYPE A P.T. WOOD CORE WITH COMPOSITE CLADDING SIM. TO FENCE FENCE DOOR FENCE 11" MIN. 4" MIN- 7" MAX 1 1/2" MAX. 4 3 / 8 " 4 " 6 " 42" HIGH GAURDRAIL AT 36" A.F.F. TO 42" A.F.F. 4 3/8" MAX. SPHERE PASSAGE OPENING ALLOWED PER 1015.4 (2) 4" MAX. SPHERE PASSAGE OPENING ALLOWED PER 1015.4 (1) 6" MAX. SPHERE PASSAGE OPENING ALLOWED PER 1015.4 (2) MIN. - MAX. DIMENSIONS OF TREADS, RISERS, NOSING 1" / 1'-0" [No Slope] 4'-0" CLEAR BETWEEN HANDRAILS 60" CLEAR 60" CLEAR BTW. HANDRAILS 4'-0" CLEAR BETWEEN HANDRAILS 42" HIGH GUARDRAIL AND 36" HIGH HANDRAIL 36" HIGH WALL MOUNTED HANDRAIL 1" / 1'-0" HANDRAIL EXTENSION 1' - 0" PROVIDE EDGE PROTECTION @ 4" ABOVE RAMP RUN/LANDING WALKING SURFACE EXTEND HANDRAIL TO FLOOR OR WRAP CORNER RETURN HANDRAIL TO WALL JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732 -806 -0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 3/24/2025 3:09:30 PM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN ENLARGED PLANS A3 1/2" = 1'-0" 1 ENLARGED KITCHEN PLAN 1/2" = 1'-0" 2 KITCHEN ELEVATION 1/2" = 1'-0" 3 ENLARGED STAIR PLAN 1/2" = 1'-0" 5 FENCE ELEVATION 2 3 MIN. LANDING LENGTH WITH DOOR SPECIFIED DOOR SCHEDULE MARK WIDTH HEIGHT FROM:ROOM NAME TO:ROOM NAME DOOR HARDWARE-LOCKSET 101 3' - 8" 6' - 8" DECK PASSAGE LOCKSET 1/4" = 1'-0" DOOR TYPES 3 DOOR SCHEDULE AND DETAILS ADDED 3/4" = 1'-0" 4 RAILING OPENING LIMITATION DETAIL 4 STAIR RAILING LIMITATION DETAIL ADDED REVISIONS 2 05.10.2 3 DCA 2.0 3 02.14.2 4 Client Rev. 4 05.20.2 4 DCA 3.0 5 11.24.2 4 Ramp Addition 6 02.10.2 5 DCA Comments 4.0 3/8" = 1'-0" 6 ENLARGED RAMP PLAN 5 RAMP DETAIL ADDED DOOR PROVIDED SOLELY FOR EGRESS PURPOSES. NO ENTRY VIA COURTYARD DOOR. HARDWARE REFLECTS FUNCTIONAL USE. NO APPROACHES REQUIRED/PROVIDED ACCORDINGLY 6 DOOR SIZE REVISED, NOTE ADDED REGARDING DOOR USE Docusign Envelope ID: 85AAFBA3-7356-42D7-9207-5607C04824B4 5013-23 3/27/2025 Partial Release Amended Exterior Building Building Michael Moticha� F/E-K 26' - 0" 13' - 0" 13' - 0" 14' - 6" A4 2 LOUVER DEPTH 16' - 0" OVERALL LOUVER WIDTH 28' - 2 3/4" 3 A4 PREFAB PERGOLA DESIGNED AND MANUFACTURED BY OTHERS. INSTALLATION DETAILS PER MANUFACTURER SUPPLIED SHOP DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. PERGOLA TO BE CONSTRUCTED OF NON￾COMBUSTIBLE MATERIALS DECK 0' - 0" 1' - 1" 0' - 6" 9' - 0" 8' - 6 5/8" PREFAB PERGOLA DESIGNED AND MANUFACTURED BY OTHERS. INSTALLATION DETAILS PER MANUFACTURER SUPPLIED SHOP DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. DECK 0' - 0" 6'-0" MIN. FOOTING PAVER SYSTEM SUBSTRATE PER CIVIL PLAN COLUMN ANCHOR BASE BASE CAP BOLT PREFAB PERGOLA DESIGNED AND MANUFACTURED BY OTHERS. INSTALLATION DETAILS PER MANUFACTURER SUPPLIED SHOP DRAWINGS. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL 1/2" = 1'-0" 3/3/2023 9:23:32 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN PERGOLA DETAILS A4 1/2" = 1'-0" 1 ENLARGED PERGOLA PLAN 1/2" = 1'-0" 2 PERGOLA ELEVATION 1/2" = 1'-0" 3 PERGOLA ANCHOR DETAIL REVISIONS 1 2.22.23 DCA DocuSign Envelope ID: 589E54E9-B5D5-45C6-BBB2-B2E643637A75 5013-23 06/22/23 Partial Release Building Construction Official Frederick Krowl� JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732 -806 -0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL 3/3/2023 9:23:33 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN CONSTRUCTION DETAILS A5 1 REVISIONS 1 2.22.23 DCA DocuSign Envelope ID: 589E54E9-B5D5-45C6-BBB2-B2E643637A75 5013-23 06/22/23 Partial Release Building Construction Official Frederick Krowl� ELECTRICAL GENERAL NOTES: I. GENERAL REQUIREMENTS 1. GENERAL CONDITIONS: ALL CONDITIONS AND REQUIREMENTS UNDER THE "GENERAL CONDITIONS", THE "SUPPLEMENTARY GENERAL CONDITIONS", THE "SPECIAL CONDITIONS" SHALL BECOME A PART OF THIS SPECIFICATION, AND BIDDERS WILL EXAMINE ALL DRAWINGS AND READ ALL PARTS OF THE SPECIFICATIONS TO AVOID OMISSIONS, DUPLICATIONS AND TO INSURE COMPLETE EXECUTION OF ALL WORK FOR ELECTRICAL. 2. GENERAL: THE WORK UNDER THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT AND INCIDENTAL COSTS NECESSARY TO FURNISH AND INSTALL ALL ELECTRICAL WORK, EQUIPMENT, LAMPS, ETC. INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN, OR BOTH. 3. THE GENERAL CONTRACTOR AND/OR HIS ELECTRICAL SUBCONTRACTOR IS TO VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE OWNER OR THE OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE AND VOLTAGE SPECIFICATIONS AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE ELECTRICAL SUBCONTRACTOR IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE OWNER, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT VOLTAGE/AMPERAGE. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE BUILDING AND ELECTRICAL INSPECTORS FOR ALL CONCEALED WORK PRIOR TO CLOSING UP WALLS, FLOORS AND CEILINGS. 5. GENERAL CONTRACTOR SHALL BRING IN ALL ADDITIONAL SERVICES, ADEQUATE FOR OWNER'S NEEDS AS REQUIRED, INCLUDING BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL (WASTE), DOMESTIC WATER LINES, OUTSIDE TOILET EXHAUST AIR AND FIRE ALARM. 6. SCOPE: FURNISH LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC., REQUIRED FOR A COMPLETE INSTALLATION OF ELECTRICAL SYSTEMS AND WORK, IN ACCORDANCE WITH LOCAL CODES AND GOVERNING BODIES HAVING JURISDICTION, AS SHOWN ON DRAWINGS, AND AS SPECIFIED, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. EXISTING SERVICE -- CONTRACTOR IS TO REUSE EXISTING ELECTRICAL SERVICE WIRE, CONDUIT AND ELECTRICAL EQUIPMENT; CUT AND EXTEND TO POINT OF NEW ELECTRICAL EQUIPMENT. ALL EXISTING ELECTRICAL EQUIPMENT WHICH IS REUSED TO BE BROUGHT UP TO "LIKE NEW" CONDITION AND THE LATEST N.E.C. STANDARD. SINCE SPACE MAY OR MAY NOT BE MEASURED OR REVIEWED BY OWNER'S ARCHITECT, THE ACTUAL LOCATION OF SERVICE AND PANEL LOCATIONS MAY NOT BE KNOWN. THE ELECTRICAL SUBCONTRACTOR, IN REVIEW OF THE PREMISES IS REQUIRED TO INSTALL PANELS IN LOCATION AS NOTED ON DRAWINGS AND MUST INCLUDE IN HIS BID ANY EXTENSION OF CONDUIT AND WIRE, NEW DISCONNECTS, RELOCATION OR INSTALLATION OF PANELS, TROUGHS, WIREWAYS, ETC. TO MAKE SYSTEM WHOLE AND TO UPGRADE AS NECESSARY TO MEET CODE REQUIREMENTS. INSTALL NEW SERVICE INCLUDING CONDUIT AND WIRE FROM DEMISED PREMISES TO OWNER'S ELECTRICAL ROOM IF THE EXISTING SERVICE NEEDS TO BE UPGRADED FROM WHAT OWNER WAS ORIGINALLY TOLD SERVICE WOULD BE, OR THE SERVICE NEEDS TO BE MOVED BECAUSE IT'S EITHER SHOWN TO BE MOVED OR IS EXISTING NOW IN THE PATH OF FUTURE PARTITION OR OTHER SERVICES. IF SERVICE IS ADEQUATE BUT MUST BE RELOCATED, CUT AND EXTEND EXISTING WIRE AND CONDUIT TO POINT OF ALL NEW PANELS, DISCONNECTS, TROUGHS, TIME CLOCKS, ETC. B. POWER DISTRIBUTION SYSTEMS. C. LIGHTING SYSTEMS (ALSO SEE REFLECTED CEILING PLAN). D. ELECTRICAL ENERGIZING - MISCELLANEOUS FAN AND MOTOR. E. MOTOR POWER WIRING SYSTEM. F. CONVENIENCE RECEPTACLE SYSTEM, DOOR ALARM / ENTRY SYSTEM / SECURITY. G. EMERGENCY LIGHT SYSTEM AND BATTERIES FURNISHED AND INSTALLED BY THIS CONTRACTOR. H. GROUNDING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE AND ALL MALL REQUIREMENTS. I. NIGHT LIGHT CIRCUITING THROUGHOUT PREMISES AS PER CODE WHETHER SHOWN OR NOT ON DRAWINGS. J. LOCK OUTS FOR EXIT / EMERGENCY LIGHTING, ALARM SYSTEMS, GRILLE AT ENTRY (IF APPLICABLE) AS REQUIRED. SEE PANEL SCHEDULE FOR CIRCUITS. K. SMOKE DETECTORS FURNISHED AND INSTALLED TO INCLUDE LOCATIONS AND INTERNAL / EXTERNAL WIRING IF REQUIRED BY OWNER OR FIRE MARSHAL. L. ELECTRICAL SUBCONTRACTOR, WHEN BIDDING THIS WORK, TO CHECK TO MAKE SURE THAT SERVICE WIRE, CONDUIT, DISCONNECTS, ETC., ARE ADEQUATE FOR OWNER'S NEEDS -- IF ADDITIONAL SERVICE IS REQUIRED, INCLUDE NEW CONDUIT AND SERVICE FEED OR DISCONNECTS, METER BASE AND METER (IF APPLICABLE), ETC., TO BRING SUCH SERVICE UP TO OWNER'S NEEDS. M. FURNISH AND INSTALL ALL CONDUIT AND WIRING, DISCONNECTS, BREAKERS, BALANCING OF LOADS, ETC. FOR HOOKUP OF ALL H.V.A.C. EQUIPMENT, UNIT(S), OR INLINE HEATERS WHETHER SUCH HEATERS OR EQUIPMENT / UNITS ARE SHOWN OR NOT. N. ALL ELECTRICAL ROUGH-IN TO BE NEW AND THE ORIGINAL SERVICES TO THE DEMISED PREMISES TO BE REUSED; CUT AND EXTEND TO POINT OF ALL NEW ELECTRICAL EQUIPMENT (IF ANY EQUIPMENT IS REUSED, UPGRADE SAME TO "LIKE NEW" CONDITION AND THE LATEST N.E.C. STANDARDS) BY THE OWNER'S CONTRACTOR UNLESS NOTED OTHERWISE ON DRAWINGS. OWNER'S GENERAL CONTRACTOR TO FIELD VERIFY THAT ALL UTILITY LINES ARE AT OR ADJACENT TO OWNER'S SPACE AS NOTED AND AT THE SIZE SPECIFIED. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE DRAWINGS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO NOTIFY THE OWNER'S ARCHITECT IMMEDIATELY. O. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A NEW CIRCUIT DIRECTORY(S) WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. 7. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR IS TO INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT. THE EXIT / EMERGENCY LIGHTING SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. 8. SUBSTITUTIONS: CATALOG AND MANUFACTURER'S NUMBERS IN THIS SECTION AND ON THE DRAWINGS ARE FOR THE PURPOSE OF ESTABLISHING STANDARDS OF QUALITY AND TYPE OF MATERIALS TO BE USED. PRODUCTS OR OTHER MANUFACTURERS MAY BE USED IF SIMILAR AND EQUAL IN QUALITY AND DESIGN IN THE OPINION OF THE OWNER OR OWNER'S ARCHITECT AND ARE SPECIFICALLY APPROVED BY THE OWNER OR OWNER'S ARCHITECT, IN WRITING, PRIOR TO CLOSE OF BIDDING. REQUESTS FOR APPROVAL OF SUBSTITUTIONS SHALL BE IN WRITING, AND SHALL INCLUDE REPORTS OF TESTS, PERFORMANCE DATA OR OTHER PROOF OF EQUALITY TO THE ITEM SPECIFIED. 9. SHOP DRAWINGS: PRIOR TO THE COMMENCEMENT OF WORK, SUBMIT ONE (1) SET OF THE FOLLOWING ITEMS TO THE OWNER'S ARCHITECT IN THE FORM OF SHOP DRAWINGS, DETAILS OR CATALOG CUTS FOR THE RECORD: LIGHTING AND POWER PANELS, WIRING DEVICES, SAFETY SWITCHES, TRANSFORMER, TIME CLOCKS AND ANY OTHER ITEMS AS REQUESTED BY THE OWNER OR THE OWNER'S ARCHITECT. 10. WORKMANSHIP: A. USE EXPERIENCED, WELL QUALIFIED CRAFTSMEN, IN GOOD STANDING WITH THEIR RESPECTIVE LABOR UNIONS. B. USE CAPABLE AND EXPERIENCED SUPERINTENDENTS, AUTHORIZED BY THE CONTRACTOR TO INSTRUCT WORK, MAKE JOB DECISIONS AND ACT FOR THE CONTRACTOR IN ALL MATTERS PERTAINING TO THE CONTRACT. 11. PERMITS, TESTS AND INSPECTIONS: A. APPLY FOR, SECURE AND PAY FOR ALL REQUIRED PERMITS, FEES, LICENSES AND ROYALTIES TO ACCOMPLISH THE WORK. B. APPLY FOR, SECURE AND PAY FOR ALL REQUIRED TESTS AND INSPECTIONS TO ACCOMPLISH THE WORK IN CONFORMANCE WITH ALL CODES AND JURISDICTIONS. C. FURNISH SIGNED CERTIFIED AND ACCEPTABLE COPIES OF ALL ITEMS COVERED IN (A) AND (B) ABOVE TO THE OWNER FOR HIS RECORDS. D. COMPLY WITH RULES AND REGULATIONS OF JURISDICTIONAL AUTHORITIES AND MALL OR LEASE SPECIFICATIONS (IF APPLICABLE) AND REPORT ANY DEVIATIONS ON DRAWINGS TO OWNER. 12. CODES, RULES AND REGULATION: INCLUDE IN ELECTRICAL BID ANY ADDITIONAL MATERIALS AND LABOR, THAT MAY BE REQUIRED FOR COMPLIANCE WITH ALL GOVERNING LAWS, RULES AND REGULATIONS, EVEN THOUGH THE WORK IS NOT MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. NOTHING IN THE PLANS OR SPECIFICATIONS SHALL BE DEEMED AS AUTHORITY TO VIOLATE ANY GOVERNING CODE. 13. ACCURACY OF DATA: A. THE DATA GIVEN HEREIN AND ON THE DRAWINGS ARE AS EXACT AS COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED. THE SPECIFICATIONS AND DRAWINGS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT LOCATIONS, DISTANCES, LEVELS, ETC., WILL BE GOVERNED BY THE BUILDING AND THE CONTRACTOR SHALL USE THE DATA CONTAINED HEREIN WITH THIS UNDERSTANDING. B. THE EXACT LOCATION OF EACH AND EVERY OUTLET OF EACH WIRING SYSTEM, NOT DIMENSIONED ON THE DRAWINGS, SHALL BE AS DIRECTED BY THE OWNER, THE OWNER'S ARCHITECT OR HIS SELECTED REPRESENTATIVE. 14. CLEANUP: REMOVE ALL SURPLUS MATERIAL, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES IN A CONDITION ACCEPTABLE TO THE OWNER. 15. GUARANTEE: FURNISH A WRITTEN CERTIFIED GUARANTEE, IN ACCEPTABLE FORM TO THE OWNER, AGAINST ANY DEFECTIVE WORKMANSHIP, MATERIAL AND OPERATING EQUIPMENT. THIS GUARANTEE SHALL BE IN FULL FORCE AND EFFECTIVE FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE OF THE INSTALLATION 17. STRUCTURAL CONDITIONS: NOTCHING AND BORING OF STRUCTURAL MEMBERS WILL NOT BE PERMITTED. IF CONDUIT, BOXES, ETC. NEED TO BE HUNG FROM STRUCTURAL STEEL, ONLY HANG FROM TOP FLANGE OF BEAMS AND TOP CHORDS AND ONLY AT PANEL POINTS OF JOISTS / TRUSSES. 18. COOPERATION WITH OTHER CONTRACTORS: THIS CONTRACTOR SHALL COOPERATE WITH ALL OTHER CONTRACTORS FURNISHING LABOR MATERIALS AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. IN THE EVENT OF ANY MECHANICAL OBSTRUCTION, AS PLUMBING OR AIR CONDITIONING DUCTS IN WAY OF ELECTRICAL EQUIPMENT, IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE OWNER'S ARCHITECT BEFORE COMMENCING ANY WORK. II. BASIC MATERIALS AND METHODS 1. RACEWAYS AND BOXES A. WHERE SIZES OF RACEWAY OR BOXES ARE NOT INDICATED, THE CONTRACTOR SHALL SIZE THESE ITEMS AS REQUIRED FOR THE INSTALLATION. B. FLEXIBLE METAL CONDUIT AS ALLOWABLE BY CODE SHALL BE USED FOR FINAL CONNECTION OF LIGHTING FIXTURES AND WIRING DEVICES TO BE INSTALLED IN HUNG CEILINGS. C. WORK INSTALLED IN METAL PARTITIONS SHALL BE RUN IN CONCEALED ELECTRIC METALLIC TUBING OR FLEXIBLE CONDUIT AS REQUIRED BY GOVERNING CODE AND OWNER. D. BRANCH CIRCUIT WORK CHASED INTO EXISTING CONSTRUCTION FOR CONCEALMENT UNDER PATCHED FINISHES, MAY BE INSTALLED IN RIGID CONDUIT, OR EMT. E. CONDUITS THAT RUN EXPOSED ON EXTERIOR OF BUILDING SHALL BE RIGID CONDUIT WITH WEATHER TIGHT, CORROSION RESISTANT FITTINGS. F. FLEXIBLE STEEL CONDUITS SHALL BE USED IN MAKING UP SHORT, FLEXIBLE CONNECTIONS TO ROTATING OR VIBRATING MACHINERY, MINIMUM 12" LENGTH AND FOR CONNECTIONS BETWEEN JUNCTION BOXES IN HUNG OR FURRED CEILING FIXTURES. G. ALL INTERIOR FEEDERS OR EXPOSED FEEDERS TO THE PUBLIC'S EYE, SHALL BE INSTALLED IN RIGID CONDUIT OR EMT. H. MINIMUM SIZE CONDUIT SHALL BE 3/4" TRADE SIZE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. I. ALL WORK RUN IN UNEXCAVATED AREAS, CRAWL SPACES, TUNNELS, OR UNDERGROUND SHALL BE INSTALLED IN RIGID CONDUIT. J. ALL WORK RUN EXPOSED WITHIN THE BUILDING MAY BE INSTALLED IN RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. K. ALL WORK RUN CONCEALED WITHIN HUNG OR FURRED CEILINGS, METAL STUD PARTITIONS AND THE LIKE, MAY BE INSTALLED IN RIGID STEEL CONDUIT, ELECTRIC METALLIC TUBING EXCEPT THAT WIRING IN OR THROUGH SLABS SHALL BE IN RIGID CONDUIT. L. GALVANIZED PRESSED STEEL OUTLET BOXES OF PROPER SIZE AND TYPE AS REQUIRED BY THE BUILDING CONDITIONS SHALL BE PROVIDED FOR ALL INTERIOR OUTLETS FOR LIGHTING, SWITCHES, RECEPTACLES, CLOCKS, SIGNALS, AND THE LIKE. M. PROVIDE GALVANIZED FITTINGS FOR EXPOSED WORK, THREADED FOR CONDUIT CONNECTIONS AND PROVIDE WITH SUITABLE COVERS. N. THE OUTLETS FOR LOCAL SWITCHES SHALL BE INSTALLED ADJACENT TO THE TRIM ON THE STRIKING SIDE OF THE DOOR, REGARDLESS OF THE LOCATIONS INDICATED ON THE DRAWINGS; THEREFORE, CHECK ALL DOOR SWINGS BEFORE INSTALLATION CONDUIT AND OUTLETS. 2. GROUNDING: A. ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING THE FOLLOWING ITEMS, SHALL BE PROPERLY GROUNDED. 1. SECONDARY FEEDER CONDUIT AND EQUIPMENT ENCLOSURES. 2. PANEL BOARD ENCLOSURES, PULL AND JUNCTION BOXES, CABLE TROUGHS. 3. ALL CONDUITS, METAL MOLDING AND OUTLETS BOXES. 4. FAN AND EQUIPMENT HOUSINGS EXPOSED ON THE STRUCTURE OR ON GRADE. 3. SAFETY SWITCHES: PROVIDE WHERE SHOWN OR AS REQUIRED, HEAVY-DUTY, METAL ENCLOSED, EXTERNALLY OPERATED FUSED, OR UNFUSED, SAFETY SWITCHES, OF SUCH TYPE AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT THE LOAD FOR WHICH THEY ARE INTENDED. THE OPERATING MECHANISM SHALL BE SO DESIGNED THAT THE SWITCHES MAY BE LOCKED IN THE "ON" OR "OFF" POSITIONS. WHERE "WEATHERPROOF" SAFETY SWITCHES ARE INDICATED OR REQUIRED, THESE SHALL BE AS SPECIFIED ABOVE EXCEPT ENCLOSURES SHALL BE NEMA III, RAINTIGHT. 4. MOTOR AND OTHER WIRING: A. PROVIDE ALL REQUIRED CONDUIT, WIRING AND SAFETY SWITCHES FOR ALL MOTORS, AND ANY OTHER ELECTRICAL EQUIPMENT INSTALLED OR CONNECTED UNDER THIS DIVISION. B. ALL MOTORS WILL BE FURNISHED AND SET UNDER OTHER DIVISION, THE WORK OF THIS DIVISION SHALL INCLUDE PROVIDING ALL CONNECTIONS SO AS TO BE COMPLETE. C. ALL STARTING DEVICES, MOTOR CONTROLLERS, FLOAT SWITCHES, LEVEL SENSORS, ALARM DEVICES, REMOTE CONTROL PUSH BUTTONS, ETC., WILL BE FURNISHED BY THE VARIOUS CONTRACTORS, UNLESS OTHERWISE NOTED HEREIN, BUT THIS CONTRACTOR SHALL SET THESE DEVICES AND PROVIDE ALL CONNECTIONS. D. FOR EACH THERMOSTAT (BY H.V.A.C.), PROVIDE 4" X 4" OUTLET BOX WITH 3/4" EMPTY CONDUIT STUBBED UP INTO CEILING AND BUSHED. PROVIDE STEEL DRAG WIRE FOR EACH LOCATION. 5. WIRING DEVICES: A. COMPUTER RECEPTACLES SHALL BE HUBBELL #IG5262, COMPUTER GRADE WITH "ISOLATED" GROUND LUGS. B. ALL WIRING DEVICES INSTALLED IN THIS BUILDING SHALL BE "SPECIFIED GRADE," MANUFACTURED BY ARROW, HART AND HEGEMAN, HUBBELL, GENERAL ELECTRIC, OR EQUAL. C. LOCAL SWITCHES SHALL BE TOGGLE TYPE, A.C. RATED 20 AMPERES, 125 VOLTS, QUIET-TYPE WITH SILENT OPERATING MECHANISM, TOTAL CLOSED IN A MOLDED COMPOSITION BASE. SWITCHES SHALL BE SINGLE POLE, THREE OR FOUR-WAY AS INDICATED. WHERE LOCK TYPE LOCAL SWITCHES ARE INDICATED, THESE SHALL BE SIMILAR TO ABOVE SPECIFICATION WITH KEY OPERATOR; PROVIDE TO OWNER TWO (2) KEYS FOR EACH SWITCH INSTALLED. D. ALL RECEPTACLES INSTALLED IN THIS BUILDING SHALL BE OF THE GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION TO CONDUIT SYSTEM. 6. WIRES AND CABLES: A. ALL WIRE FOR LIGHT AND POWER INSTALLATIONS SHALL BE HIGH CONDUCTIVITY COPPER, 600 VOLT INSULATED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS STANDARDS FOR TYPE "THHN" WIRES, EXCEPT AS NOTED ON THE DRAWINGS OR OTHERWISE SPECIFIED HEREIN. ALL EXTERIOR WIRE SHALL BE THHW TYPE OR OTHER WET TYPE. B. THIS CONTRACTOR SHALL CAREFULLY REVIEW ALL DRAWINGS INCLUDED IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL FURNISH AND INSTALL PLENUM RATED CABLING IN ALL AREAS BEING UTILIZED AS A RETURN AIR PLENUM. C. NO WIRE SHALL BE SMALLER THAN ON. 12 A.W.G. ALL WIRE NO. 8 AND LARGER SHALL BE STRANDED. D. WIRES SHALL BE COLOR CODED. E. ALL WIRES SHALL BE POLARIZED. G. HOME RUNS AND BRANCH WIRING FOR 120 VOLT CIRCUITS SHALL BE AS FOLLOWS: LENGTH HOME RUN WIRE SIZE CIRCUIT WIRE SIZE 1' TO 50' 50' TO 100' 100' TO 150' 12 10 8 7. LIGHTING FIXTURES: A. ALL LIGHTING FIXTURES AND LAMPS SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE DELIVERED HANDLED, ASSEMBLED AND INSTALLED AT THE SITE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE UNLOADING, STORAGE AND PROTECTION OF ALL ITEMS FOUND TO BE DEFECTIVE AND SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. B. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL THE NECESSARY LABOR AND MATERIALS FOR THE COMPLETE INSTALLATION OF THE LIGHTING FIXTURES AS INDICATED ON THE DRAWINGS. C. ALL LED, FLUORESCENT, AND INCANDESCENT LAMPS SHALL BE AS NOTED ON PLANS AND SPECIFICATIONS AND SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. D. SEE ELECTRICAL DRAWING FOR LIGHTING FIXTURE DESCRIPTIONS. III. SPECIFIC ELECTRICAL SPECIFICATIONS: 1. SEE ELECTRICAL DRAWINGS: OWNER'S CRITERIA THE ELECTRICAL CONTRACTOR IS TO BECOME FAMILIARIZED WITH OWNER'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. IV. MISCELLANEOUS: 1. ALUMINUM WIRE IS STRICTLY PROHIBITED FOR THIS PROJECT. 2. DURING DEMOLITION, ANY ELECTRICAL EQUIPMENT, FIXTURE SYSTEMS, CONDUIT AND WIRE TO BE REMOVED AND NOT REUSED - THIS EQUIPMENT, FIXTURING SYSTEMS, CONDUIT, AND WIRE MAY NOT BE ABANDONED AND LEFT WITHIN THE SPACE, IT MUST BE REMOVED TO AN APPROVED DISPOSAL SITE. STANDARD WIRED DEVICE MOUNTING HEIGHTS NOT TO SCALE STANDARD NOTES AND DETAILS SHOWN ON THIS SHEET ARE INTENDED TO BE GENERAL AND MAY NOT BE SPECIFIC OR APPLICABLE TO THIS PROJECT. 48" 18" TYPICAL WALL SWITCH TYPICAL DATA OUTLET 46" 12 12 12 OUTLET/SWITCH NAMEPLATE DETAIL NOT TO SCALE NOT USED JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN ELECTRICAL COVER SHEET E1 REVISIONS DocuSign Envelope ID: 921F8888-C08A-45EF-ACFE-7F653550EB96 5013-23 05/05/23 Partial Electrical Release Electrical Subcode Kenneth Verbos� TV GFCI CO S S3 SD GFCI GFCIGFCI DN H/S F/E 110V DUPLEX RECEPTACLE (15" MIN. A.F.F. EXCEPT KITCHEN & BATH 44" A.F.F.) 110V DUPLEX GROUND FAULT INTERRUPTER CIRCUIT RECEPTACLE SINGLE-POLE SWITCH THREE-WAY SWITCH SMOKE DETECTOR, INTERCONNECTED TO ALL SMOKE DETECTORS W/ BATTERY BACK-UP CARBON MONOXIDE DETECTOR INTERCONNECTED TO ALL CO DETECTORS W/ BATTERY BACK-UP 80 CFM EXHAUST FAN (VENT TO EXT. AS REQ'D) NOTES: SYMBOLS SHOWN ARE TO SUGGEST THE TYPE OF FIXTURES TO BE INSTALLED. ALL FIXTURES SHALL BE AS SELECTED AND/OR APPROVED BY THE OWNER. VERIFY EXACT LOCATION OF ELECTRICAL DEVICES PRIOR TO INSTALLATION. ELECTRICAL LEGEND IMAGE DESCRIPTION 120V DUPLEX OUTLET FOR WALL-MOUNTED TV @ APPROX. 66" A.F.F. - EXACT HEIGHT PER OWNER. INSTALL W/ ARLINGTON TVBS505. TV CABLE INSTALLATION BY OTHERS. 110V QUAD RECEPTACLE (15" MIN. A.F.F. EXCEPT KITCHEN & BATH 44" A.F.F.) 120V/20A CIR. FOR FOUNTAIN￾COORDINATE WITH FOUNTAIN INSTALLER FOR TERMIANTION DETAILS L-1 L-3 L-4 L-4 L-4 L-4/ L-4 L-4 L-4 L-4 L-4 L-4 L-3 L-3 L-3 L-3 L-3 L-3 L-3 L-1 L-1 L-3 L-3 L-3 L-3 L-3 L-3 L-3 L-3 L-3 L-1 L-3 L-1 L-3 L-3 L-3 L-1 L-2/ L-2/ NOTE: CONTRACTOR TO PROVIDE DUSK-TO-DAWN LIGHTING CONTROLS MAGLOCK DOOR RELEASE AT RECEPTION DESK L-4 L-4 L-4 L-4 L-4 L-4 LIGHTING LEGEND MARK TYPE MANUFACTURER MODEL WATTS LANDSCAPE SPOT LIGHT PATH LIGHT WALL SCONCE STRING LIGHTS L-1 L-2 L-3 L-4 LEONLITE 20ZH3UDL-2P20WC30-BLK LIGHT BLUE 3 LB77102 HAMPTON BAY 24 10328 HINKLEY 3515601BZ-LED JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 3/26/2025 11:14:58 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN ELECTRICAL & LIGHTING PLAN E2 3/16" = 1'-0" 1 ELECTRICAL POWER PLAN - GROUND FLOOR 1/8" = 1'-0" 2 LIGHTING/ACCESS CONTROL PLAN 2 REVISIONS 2 05.10.2 3 DCA 2.0 6 02.10.2 5 DCA Comments 4.0 7 Date 7 DCA Comments 4.1 6 RELOCATION OF PROPOSED EXIT SIGN AND EGRESS LIGHTING 7 CONTRACTOR TO PROVIDE EGRESS ILLUMINATION IN ALL EXIT ACCESS CORRIDORS, STAIRWAYS, AND EXTERIOR EXIT DISCHARGES IN ACCORDANCE WITH IBC 2021 SECTION 1008.3. • ILLUMINATION SHALL BE A MINIMUM OF 1 FOOT￾CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. • EMERGENCY POWER SUPPLY FOR ILLUMINATION SHALL COMPLY WITH IBC 2021 SECTION 1008.3.4. EGRESS ILLUMINATION NOTE ADDED , CONTRACTOR TO V.I.F. EXISTING ILLUMINATION AND ADD AS NEC. Docusign Envelope ID: 382AC1ED-5557-49DA-B80A-DA628F578BEC 5013-23 3/27/2025 Partial Release Amended Exterior Building Building Michael Moticha� EXISTING FIRE ALARM PANEL ELECTROMAGNETIC LOCK TYPICAL ARRANGEMENT AT EACH DOORWAY SDC 492 PULL STATION EMERGENCY DOOR RELEASE SPECTRALERT ADVANCE MINI￾HORN MHW ARRANGED TO ALARM ON EMERGENCY DOOR RELEASE ACTIVATION ARRANGED TO DE-ENERGIZE ALL DOORS ON LEVEL SUPERVISED BY FACP FIRE ALARM RELEASE TO EACH DOOR- CONTRACTOR TO FULLY TEST AND VERFIY CIRCUIT RELEASES DOOR AND IS SUPERVISED BY FACP IEI 232W KEYPAD MOUNTED ON INTERIOR SIDE OF DOOR DECK NEW SDC 490 SERIES EMERGENCY DOOR RELEASE DOOR RELEASE BREAK GLASS ALARM WILL SOUND SDC 40" - 48" A.F.F. NEW SPECTRALERT ADVANCE MINI￾HORNS MHW 60" -70" A.F.F. CODE ENTERED INTO KEYPAD LOCKED UNLOCKED TIMED INTERVAL MAX. 30 S DOOR RELEASE PULLED FIRE ALARM/ WATER FLOW ACTIVATED UNLOCKED UNLOCKED FIRE ALARM/ WATER FLOW DEACTIVATED DOOR RELEASE MANUAL RESET JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 2/14/2023 11:37:37 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN ELECTRICAL PLAN E3 N.T.S. 1 TYPICAL CLINICAL NEEDS WIRING NOTICE TO OWNER: THE PROPOSED ALTERATIONS WILL AFFECT THE FIRE SAFETY AND EVACUATION PLAN. IT THE RESPONSIBILITY OF THE FACILITY OWNER TO UPDATE AND REVISE THE FIRE SAFETY AND EVACUATION PLAN IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO: • IBC 2021 SECTION 1002.2 • IFC 2018 SECTION 404 • NFPA 101-12 19.7.2.2 • 42 CFR § 483.73 THE UPDATED FIRE SAFETY AND EVACUATION PLAN SHALL BE SHARED AND REVIEWED WITH THE FIRE MARSHAL INTERCONNECTION TO EXISTING FIRE ALARM PANEL TO BE USING EXISTING SUPERVISED DRY OUTPUT WITH NO ADDED LOADING ON EXISTING FIRE ALARM PANEL BATTERY 3/4" = 1'-0" 4 TYPICAL DOOR RELEASE ELEVATION 1 1/2" = 1'-0" 5 SEQUENCE OF OPERATION- CLINICAL NEEDS LOCKED • • • • • • • • PROVIDE ELECTROMAGNETIC LOCK NORMALLY LOCKED WITH NO DELAYED EGRESS FUNCTIONALITY. DOOR SHALL MEET REQUIREMENTS OF IBC SECTION 1010.2.14 AND NFPA 101 SECTION 18.2.2.2.5.2 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: DOOR SHALL UNLOCK ON ACTUATION OF THE AUTOMATIC SPRINKLER SYSTEM OR AUTOMATIC FIRE DETECTION DOOR SHALL UNLOCK ON LOSS OF POWER DOOR LOCKS HAVE THE CAPABILITY OF BEING UNLOCKED BY A SWITCH, LOCATED AT RECEPTION DESK, THAT DIRECTLY BREAKS POWER TO THE LOCK THE PROCEDURES OF UNLOCKING THE DOORS SHALL BE DESCRIBED AND APPROVED AS PART OF THE EMERGENCY PLANNING AND PREPAREDNESS REQUIRED BY CHAPTER 4 OF THE INTERNATIONAL FIRE CODE ALL CLINICAL STAFF SHALL HAVE THE KEYS, CODES OR OTHER MEANS NECESSARY TO OPERATE THE LOCKING SYSTEMS EMERGENCY LIGHTING SHALL BE PROVIDED AT THE DOOR THE DOOR LOCKING SYSTEM UNITS SHALL BE LISTED IN ACCORDANCE WITH UL 294 A BUILDING OCCUPANTS SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A CONTROLLED EGRESS LOCKING SYSTEM BEFORE ENTERING AN EXIT REVISIONS DocuSign Envelope ID: 921F8888-C08A-45EF-ACFE-7F653550EB96 5013-23 05/05/23 Partial Electrical Release Electrical Subcode Kenneth Verbos� SCALE: TYPICAL ENGRAVED NAME PLATE 2 NTS SCALE: TYPICAL COVERPLATE AND SWITCH 3 NTS SCALE: TYPICAL RECEPTACLE LABELING 4 NTS SCALE: TYPICAL DISCONNECT SWITCH LABEL 5 NTS SCALE: ELECTRICAL HANDHOLE DETAIL 6 NTS SCALE: LIGHTING FIXTURE GROUNDING 1 NTS SCALE: EXTERIOR LIGHTING CONTROL SCHEMATIC 7 NTS M BURIED CONDUIT TRANSITION FOR FINAL CONNECTIONS TO 8 EQUIPMENT SCALE: TYPICAL TRENCH DETAIL 9 NTS JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732-806-0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN ELECTRICAL DETAILS E4 REVISIONS DocuSign Envelope ID: 921F8888-C08A-45EF-ACFE-7F653550EB96 5013-23 05/05/23 Partial Electrical Release Electrical Subcode Kenneth Verbos� A. GENERAL PLUMBING NOTES a. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED WORK, TESTED AND READY FOR OPERATION. THE WORK THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST THOROUGH MANNER UNDER THE DIRECTION OF AND TO THE SATISFACTION OF THE OWNER. b. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEW, UNUSED, BEST OF ITS RESPECTIVE KINDS. AND FREE FROM DEFECTS AND OF FIRST -CLASS QUALITY. BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ANSI FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. c. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK UNTIL ITS COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. d. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS INSTALLED TO BE FREE FROM INHERENT DEFECTS AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF WORKMANSHIP, FREE OF COST TO THE (OWNER) FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION. e. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND LEASE CRITERIA (IF APPLICABLE) AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. PREPARE ALL REQUIRED DOCUMENTS, DRAWINGS AND PERFORM ALL REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE APPROVALS. f. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR THE WORK BEFORE HAVING SUBMITTED A PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. g. THIS CONTRACTOR MUST PROVIDE OWNER'S CONSTRUCTION REPRESENTATIVE WITH COPIES OF REQUIRED INSURANCE AND COPIES TO BE FURNISHED TO THE OWNER BEFORE COMMENCING WORK h. SUBMIT ELECTRONICALLY THREE (3) SETS OF SHOP DRAWINGS IDENTIFIED WITH PROJECT NAME OF THE FOLLOWING (1) ELECTRIC HOT WATER HEATER OR INSINKERATOR (2) PLUMBING FIXTURES AND TRIM. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PIPING LAYOUT TO THE OWNER FOR THEIR FILE. i. THE PLUMBING SUBCONTRACTOR IS A SUBCONTRACTOR OF THE GENERAL CONTRACTOR. j. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS IS NOT PERMITTED. WHEN HANGING FROM STRUCTURAL STEEL ONLY HANG FROM TOP FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF JOISTS/ TRUSSES. B. WORK RESPONSIBILITY a. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS FOR A COMPLETE, SAFE INSTALLATION OF PLUMBING WORK IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING IN GENERAL THE FOLLOWING, b. SANITARY DRAINAGE CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME WITH FINAL CONNECTIONS. PLUMBER SHALL VERIFY EXACT LOCATION OF WASTE PIPE OUTLET BEFORE SUBMITTING BID AND NOTIFY THE ARCHITECT OF ANY LOCATION DISCREPANCIES. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONCRETE SAWCUTTING REQUIRED TO MAKE THE FINAL CONNECTION TO THE WASTE PIPING OR CAPPED OUTLET(S). SAWCUTTING, EXCAVATING, BACKFILLING AND NEW CONCRETE MUST MEET WITH THE OWNER'S APPROVAL. 1. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. 2. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. c. COMPLETE VENT SYSTEM, ALL FIXTURES INDIVIDUALLY VENTED WITH FINAL CONNECTION THROUGH ROOF. ROOF PENETRATION AND FLASHING TO BE PERFORMED BY OWNER'S ROOFER (IF APPLICABLE). COST OF ROOF PENETRATION AND FLASHING TO BE PART OF THIS CONTRACT, UNLESS NOTED OTHERWISE IN BID PROPOSAL (IF APPLICABLE). d. DOMESTIC WATER SUPPLY SYSTEM INCLUDING CONNECTION TO NEW OR EXISTING DOMESTIC WATER SERVICE AND FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME. VERIFY EXACT LOCATION AND SIZE BEFORE SUBMITTING BID. e. INSULATION OF ALL HOT AND COLD WATER PIPING, INCLUDING UNDER LAVATORY A.DA PIPE WRAPPINGS f. FURNISH AND INSTALL WATER METER (IF APPLICABLE) ACCESSIBLE TO UTILITY COMPANY OR OWNER'S REPRESENTATIVE FOR MONITORING WATER BUT METER SHOULD IN NO WAY BE IN THE PATH OF THE A.DA/CABO -ANSI 5'~0" CIRCULAR PATTERN . g. COSTS FOR WORKING BELOW SLAB. h. INSTALLATION OF FLOOR DRAIN, BACKFLOW PREVENTER (IF REQ. BY CODE) PER OWNER REQUIREMENT AND CLEANOUT PER LOCAL CODE. COORDINATE ALL LOCATIONS WITH OPERATIONS MANAGER. i. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE). REFER TO GAS PIPING PLANS FOR GAS PIPING C. GENERAL ITEMS a. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND FLOOR, PACK WITH NON -ASBESTOS ROPE AND FILL WITH EXPANDO NON -SHRINKING CEMENT. b. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS. c. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. d. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. 1. TEST DRAINAGE AND VENT PIPING BY FILLING WITH WATER TO OVERFLOWING AT ROOF, WATER LEVEL TO REMAIN. 2. TEST WATER PIPING WITH WATER 1 1/2 TIMES THE WORKING PRESSURE. e. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE, IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C651 -05. f. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN 1/4 INCH PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. g. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY OWNER'S CONSTRUCTION MANAGER. D. MATERIALS a. DRAINAGE AND VENT PIPING EXTRA HEAVY HUB AND SPIGOT CAST IRON SOIL WITH RUBBER GASKETS CONFORMING TO ASTM C564. NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING TO ASTM A 666, TYPE 304 STAINLESS STEEL SHIELD, TYPE 304 STAINLESS STEEL BANDS AND SLEEVE. NPS 1 1/2" TO NPS 4": 3" WIDE SHIELD WITH 4 BANDS. NPS 5" TO NPS 10": 4" WIDE BAND WITH 6 BANDS. b. DOMESTIC WATER PIPING: 1. WATER PIPING BELOW SLAB: TYPE K HARD COPPER TUBING, WITH CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95 -5 SOLDER. 2. WATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING USING SILVER SOLDER. ALL WATER SUPPLY PIPING TO CONFORM TO NSF/ANSI 61 AND ASTM B 75, ASTM B 88, ASTM B 251, OR ASTM B 447. ALL PIPE FITTINGS SHALL CONFORM TO ASSE 1061 , ASME B 16.15, ASME B 16.18, ASME B 16.22, ASME B 16.23, ASME B 16.26, AND ASME B 16.29. c. WATER HAMMER ARRESTERS, PROVIDE ON HOT AND COLD WATER BRANCHES TO FIXTURES, J. R. SMITH HYDROTROL MODEL 5020 FOR UP TO 60 FIXTURE UNITS. WATER HAMMER ARRESTERS SHALL CONFORM TO ASSE 1010. d. VALVES, GATE VALVE WATTS SERIES B -3000, CHECK VALVE WATTS SERIES B -5000, BALL VALVE WATTS SERIES B6080 OR B6081 FULL PORT. ALL VALVES 1/2" TO 2" BRONZE BODY. VALVES SHALL CONFORM TO NSF/ANSI 61 . E. INSULATION a. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1" THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. b. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P -TRAP AND ANGLE VALVE ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC "LAV -GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103. F. SPECIFIC PLUMBING SPECIFICATIONS a. INSTALL NEW ONLY IF EXISTING DOES NOT MEET CURRENT ADA/CABO -ANSI (AS APPLICABLE) STANDARDS, OR IS DAMAGED, NOT IN WORKING ORDER OR NOT EXISTING AS APPLICABLE. b. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTILIZING THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. G. OWNER'S CRITERIA a. THE PLUMBING CONTRACTOR IS TO BECOME FAMILIARIZED WITH OWNER'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. PROPANE GAS GRILL PROPANE GAS GRILL WATER FOUNTAIN BY OTHERS INSTALL 3/4" PIPE UNDER PAVERS TO SMALLER CNCRETE PLANTER AND SET WITH MICRO DRIP LINES HANDWASHING SINK PLUMBING LEGEND WATER SOURCE 3/4" PIPE MICRO DRIP IRRIGATION TUBING JOB NUMBER: DRAWN: SCALE: DATE: DRAWING PROJECT CONSULTANTS: CHECKED: NJ C.O.A. #: 21AC00125800 1777 AVENUE OF THE STATES SUITE 404 LAKEWOOD, NJ 08701 732 -806 -0073 | [email protected] NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NG NAFTOLI GUT, R.A. SIGNATURE & SEAL As indicated 1/10/2023 11:51:18 AM 22-725 GROVE PARK HEALTHCARE AND REHABILITATION CENTER 12/09/2022 HS 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 EXTERIOR ALTERATION PLAN PLUMBING PLAN P1 1/8" = 1'-0" 2 PROPOSED PLUMBING AND IRRIGATION PLAN - GROUND FLOOR REVISIONS DocuSign Envelope ID: 29746CAD-B1C1-43DA-871E-E716F56AC55D 5013-23 02/03/23 Partial Release Plumbing Gregory Wilson� 36" MINIMUM CEILING MOUNTED SMOKE/HEAT DETECTOR LENS FACP & POWER SUPPLY MOUNTING HEIGHTS 90" IF CEILING HEIGHT ALLOWS, OTHERWISE 6" DOWN FROM CEILING MANUAL FIRE ALARM BOX LENS 72" MAXIMUM A.F.F. MEASURED TO TOP OF PANEL ENCLOSURE 42"-48" TO THE HANDLE 5'-0" MAXIMUM ON LATCH SIDE OF DOOR FIRE 80"-96" VISUAL APPLIANCES IN SLEEPING AREAS DISTANCE FROM CEILING TO TOP OF LENS DOOR SYNCHRONIZE 2 OR MORE ALLIANCES IN ANY FIELD OF VIEW PANEL TO BE INSTALLED WITH 36' CLEARANCE IN FRONT OF CABINET TO OPEN DOOR FOR SERVICE AC SUPPLY / RETURN DIFFUSER STAND-ALONE VISIBLE APPLIANCE COMBINATION AUDIBLE/ VISIBLE APPLIANCE ACCEPTABLE SMOKE DETECTOR TOP OF WALL MOUNTED SMOKE DETECTOR ACCEPTABLE HERE 12" MAX TYPICAL MOUNTING HEIGHT DETAIL FOR ALL COMPONENTS SCALE: NOT TO SCALE FIRE ALARM WIRE LEGEND SYMBOL DESCRIPTION PART NUMBER DEVICE LEGEND EXISTING FIRE ALARM CONTROL PANEL QTY FACP WALL MOUNTED HORN/STROBE 5820XL P2RK 0101 FPL FPLR FPLP THHN TFFN X X X X X X X X ADDRESSABLE CIRCUIT (SLC) NOTIFICATION CIRCUIT(NAC) 2 COND. SOLID UTP SOLID TAG DESCRIPTION TYPE GAUGE 16 AWG 14 AWG AB ANNUNCITOR DATA CIRCUIT 2 COND. SOLID 16 AWG X X X X X C ANNUNCITOR 24VDC CIRCUIT 2 COND. SOLID 16 AWG X X X X X FIRE ALARM COVER SHEET FIRE ALARM SYSTEM GROVE PARK HEALTHCARE AND REHABILITATION CENTER 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 04/11/2024 OPERATE ALL AREA AUDIO/VISUAL SIGNALS SOUND LOCAL PIEZO AT FACP INDICATE DEVICE AND LOCATION AT FACP/FAAP SEND ALARM SIGNAL TO CENTRAL STATION MONITORING SEND TROUBLE SIGNAL TO CENTRAL STATION MONITORING ILLUMINATE LED ON DETECTOR SMOKE DETECTOR IN ALARM MANUAL PULL STATION TROUBLE BATTERY FAULT GROUND FAULT OPEN CIRCUIT LOSS OF PRIMARY POWER LOSS OF COMMUNICATION OUTPUTS SEQUENCE OF OPERATION INPUTS 10. THE FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED TO MEET THE REQUIREMENTS OF A CLASSIFICATION L1 SYSTEM AS DEFINED IN BS5839-1:2017 AND BSEN54. 11. FIRE ALARM SYSTEM TO BE FULLY ADDRESSABLE 'OPEN PROTOCOL' TYPE. 12. FIRE ALARM SYSTEM TO BE FULLY TESTED AND COMMISSIONED UPON COMPLETION OF WORKS PRIOR TO HANDOVER. 13. ALL WIRING ASSOCIATED WITH THE FIRE ALARM SYSTEM TO BE 'FIRE RESISTANT' LSOH CABLES. FIRE RESISTANCE SHALL BE BY MEANS OF COPPER CONDUCTORS SRI INSULATED TO BS6889 LONGITUDINALLY FOLDED LSOH COATED ALUMINIUM FOIL STRIP WITH LSOH. THE CABLES ARE TO BE 300/500V TO BS7629. 14. ALL WALLS PENETRATED BY SERVICES TO HAVE HOLES SEALED WITH INTUMESCENT FOAM AND PILLOWS WHERE NECESSARY TO PROVIDE FIRE RESISTANCE TO MATCH WALL. 15. DETECTORS SHALL BE PROGRAMMABLE COMBINED MUTLI SENSOR UNITS, PROGRAMMED AS DETAILED. ALL DETECTORS TO BE LOOP POWERED. 16. THE FIRE ALARM AND DETECTION INFORMATION SHOWN ON THIS DRAWING IS INDICATIVE. THE FIRE ALARM DESIGNER MUST PROVIDE FULLY DETAILED DESIGN DRAWINGS IN ACCORDANCE WITH THE SYSTEM REQUIREMENTS TO FULLY COMPLY WITH THE RESPECTIVE BRITISH STANDARD. THE DESIGNER MUST ASSUME THAT NO VARIATIONS WILL BE ACCEPTABLE UNLESS SPECIFICALLY ADVISED AND APPROVED BY THE APPOINTED FIRE ENGINEER.FIRE ALARM NOTES 1. ALL ELECTRICAL WORKS SHALL COMPLY WITH THE 18TH EDITION IEE WIRING REGULATIONS (BS 7671:2018) INCLUDING ALL CURRENT AMENDMENTS AND GUIDANCE NOTES, AND THE CURRENT BUILDING STANDARDS (SCOTLAND) REGULATIONS. 2. THE FINAL DESIGN OF THE FIRE ALARM SYSTEM SHALL BE CONTRACTORS RESPONSIBILITY TO ENSURE FULL COMPLIANCE WITH THE AFOREMENTIONED STANDARDS. 3. CONTRACTOR TO REFER TO ASBESTOS REGISTER PRIOR TO UNDERTAKING ANY WORKS ON SITE. 4. ALL FIRE ALARM CABLING SHALL BE RUN FIXED TO NEW CONTAINING SYSTEMS. 5. FOR FIRE ALARM EQUIPMENT DETAILS/ SPECIFICATION PLEASE REFER TO THE HARLEY HADDOW EQUIPMENT SCHEDULE. 6. ALL FIRE ALARM LAYOUTS SHOWN ARE CLASSIFIED AS DETAILED DESIGN. THE ELECTRICAL CONTRACTOR SHALL PRODUCE WORKING/ INSTALLATION DRAWINGS AND ENSURE THE FINAL SPATIAL CO-ORDINATION IS UNDERTAKEN PRIOR TO INSTALLATION. COORDINATION SHALL TAKE COGNISANCE OF OTHER SERVICES, ARCHITECTURE AND STRUCTURAL ENGINEERING DRAWINGS. 7. ALL ELECTRICAL EQUIPMENT MOUNTING HEIGHTS AND LOCATIONS ARE TO BE CONFIRMED WITH THE ARCHITECT PRIOR TO INSTALLATION. HEIGHT OF ALL EQUIPMENT TO BE DDA COMPLIANT. 8. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS ONLY TO BE TAKEN. 9. REFER TO ARCHITECTS DRAWINGS FOR ALL SETTING OUT INFORMATION. NO DIMENSIONS SHALL BE MEASURED FROM THIS DRAWING. 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 GROVE PARK HEALTHCARE AND REHABILITATION CENTER ••••••••••••ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH: THE NEW JERSEY EDITION OF THE INTERNATIONAL BUILDING CODE 2018 EDITION NJUCC REHAB CODE NATIONAL STANDARD PLUMBING CODE 2018 NATIONAL ELECTRIC CODE 2017 ASHRAE 90.1-2016 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 AMERICAN CONCRETE INSTITUTE ACI 318-14 ICC/ANSI A117.1-2009 NFPA 101 2012 EDITION, NFPA 99 2012 EDITION FACILITY GUIDELINES INSTITUTE GUIDELINES FOR DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE, AND SUPPORT FACILITIES 2018 EDITION OSHA AND ADA REQUIREMENTS & ANY OTHER APPLICABLE STATE, FEDERAL & LOCAL CODES, LAWS, REGULATIONS & REQUIREMENTS, WHICH SHALL TAKE PRECEDENCE OVER ANYTHING NOTED ON THESE DRAWINGS. CODES HEAT DETECTOR IN ALARM CODES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH: • THE NEW JERSEY EDITION OF THE INTERNATIONAL BUILDING CODE 2021 EDITION • NJUCC REHAB CODE • NATIONAL STANDARD PLUMBING CODE 2021 • NATIONAL ELECTRIC CODE 2020 • ASHRAE 90.1-2019 • INTERNATIONAL MECHANICAL CODE 2021 • INTERNATIONAL FUEL GAS CODE 2021 • AMERICAN CONCRETE INSTITUTE ACI 318-14 • ICC/ANSI A117.1-2017 • NFPA 101 2012 EDITION, NFPA 99 2012 EDITION • EXECUTIVE SHOWER ELEVATION A • • NFPA 101 2012 EDITION, NFPA 99 2012 EDITION • FACILITY GUIDELINES INSTITUTE GUIDELINES FOR DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE, AND SUPPORT FACILITIES 2018 EDITION NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NAFTOLI GUT, R.A. SIGNATURE & SEAL DocuSign Envelope ID: A6F3B40D-DB34-45F4-914D-CE13C57D2346 5013-23 3/31/2025 Partial Fire Alarm device outside Fire Protection Subcode Greg Collier� EXISTING RAMP TO REMAIN DN 75cd N1-01 HOME RUN TO EXISTING FACP AT GENERATOR ROOM SCALE: 3/16" = 1'-0" GROUND FLOOR FIRE ALARM FLOOR PLAN B SCALE: NOT TO SCALE FIRE ALARM RISER DIAGRAM (E = EXISTING) FROM EXISTING FACP N1-01 75CD FIRE ALARM FLOOR PLAN FIRE ALARM SYSTEM GROVE PARK HEALTHCARE AND REHABILITATION CENTER 101 NORTH GROVE STREET EAST ORANGE, NJ 07446 BLOCK: 171 LOT: 13 04/11/2024 NJ LICENSE #: 21AI02127300 NY LICENSE #: 041823 NAFTOLI GUT, R.A. SIGNATURE & SEAL DocuSign Envelope ID: A6F3B40D-DB34-45F4-914D-CE13C57D2346 5013-23 3/31/2025 Partial Fire Alarm device outside Fire Protection Subcode Greg Collier� PROPOSED LANDING AND STEPS TO SECOND FLOOR PROPOSED CONCRETE SIDEWALK (TYP.) FOUR-CAR GARAGE PROP. 10' DEP. CURB PROPOSED CONCRETE APRON (TYP.) PROPOSED GRANITE BLOCK CURB (TYP.) CURB TAPER (TYP.) PROPOSED LAWN AREA PROPOSED PAVEMENT RESTORATION (TYP.) MATCH EXISTING MATCH EXISTING PROP. ASPHALT DRIVEWAY PROPOSED PORCH WITH CANOPY PROPOSED A.C. UNITS CONCRETE PAD PROPOSED CONCRETE WALKWAY MELROSE AVENUE 17.3' 3.0' 3.2' 27.5' 3.7' 3.0' 19.9' 20.0' PROPOSED CONCRETE WALKWAY PROPOSED REFUSE AREA IN GROUND FLOOR 5.0' PROPOSED 3 STORY TWO FAMILY DWELLING UP 1.5' 16.9' 1.5' 7.2' PROPOSED FULL HEIGHT CURB PROPOSED FULL HEIGHT CURB PROPOSED CURB FLAIR PROPOSED CURB FLAIR W G E/T/C PROPOSED 3 STORY TWO FAMILY DWELLING 102 102 103 UP PQ MELROSE AVENUE 200' BL 753 L 27R-1 ZONE 200' C-1 ZONE R-3 ZONE R-2 ZONE R-1 ZONE R-1 ZONE R-1 ZONE R-4 ZONE po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man ERRA DESIGN LLC revisions date 03.12.2025 scale 1"=10' 17 MELROSE AVENUE BLOCK 753, LOT 27 17 MELROSE AVENUE CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY TAX MAP SHEET# 75 1 VARIANCE PLAN N 200 100 200 400 scale: 1"=200' 0 man ERRA DESIGN LLC job no. 25006 drawn by sp checked by jam GENERAL NOTES 1. LOCATION: BLOCK 753, LOT 27 17 MELROSE AVENUE CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY TAX MAP SHEET # 75 2. OWNER/APPLICANT: JOSE MACIAS 434 HEYWOOD AVENUE CITY OF ORANGE, NJ 07050 3. LOT AREA: 3,896 S.F. (0.089 ACRES) 4. ZONE DISTRICT: R-1 - DISTRICT (SINGLE-FAMILY RESIDENTIAL) 5. EXISTING USE: VACANT 6. PROPOSED USE: TWO-FAMILY RESIDENTIAL 7. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "TOPOGRAPHIC SURVEY TAX LOT 27, BLOCK 753. 17 MELROSE AVENUE, CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY," , DATED JANUARY 30, 2025, PREPARED BY SCHMIDT SURVEYING. 8. PROPOSED BUILDING INFORMATION , AS SHOWN, PER ARCHITECTURAL DRAWINGS ENTITLED, "NEW TWO FAMILY DWELLING FOR JOSE MACIAS, BLOCK 753, LOT 27, 17 MELROSE AVENUE, CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 07018" DATED ISSUED FOR RECORD FEBRUARY 18, 2025, PREPARED BY DANTASCARRETE ARCHITECTURE. 9. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0113F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 10. UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE, THEIR ACCURACY OR COMPLETENESS ARE NOT GUARANTEED BY THE ENGINEER. MARK OUTS FROM UTILITY COMPANIES AND FIELD CONFIRMATION BY CONTRACTOR MUST BE MADE PRIOR TO CONSTRUCTION SO THAT DISTURBANCE AND/OR DISRUPTION TO THESE UTILITIES MAY BE AVOIDED. 11. CONSTRUCTION SHALL OCCUR DURING WORKING DAYTIME HOURS AND IN ACCORDANCE WITH THE CITY OF EAST ORANGE ORDINANCE FOR CONSTRUCTION AND NOISE. 12. THESE PLANS HAVE BEEN PREPARED FOR THE PURPOSE OF SITE PLAN REVIEW AND APPROVAL. THE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL FINAL APPROVALS HAVE BEEN OBTAINED, AND ALL CONDITIONS OF THE APPROVALS HAVE BEEN SATISFIED. 13. NEW CURBS AND SIDEWALK ARE REQUIRED ALONG PROPERTY FRONTAGES. ALL WORK SHALL CONFORM TO CITY STANDARDS AND SHALL BE REPLACED IN KIND. 14. CONTRACTOR IS RESPONSIBLE FROM OBTAINED A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK IN OR OCCUPANCY OF THE PUBLIC RIGHT OF WAY 15. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE CITY OF EAST ORANGE PRIOR TO SUCH WORK. 16. BASEMENT/GROUND FLOOR SHALL BE UTILIZED FOR RECREATION/STORAGE ONLY AND SHALL NOT BE USED AS A BEDROOM. VARIANCES REQUESTED VARIANCE PLAN 17 MELROSE AVENUE VARIANCE PLAN SCALE: 1"=10' SECTION DESCRIPTION 51-92.B.(1).a PERMITTED USES ALLOWED IN THE ZONE INCLUDE SINGLE-FAMILY; WHEREAS A TWO-FAMILY DWELLING IS PROPOSED. 51-92.E.(1) A MINIMUM COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS A COMBINED SIDE YARD SETBACK OF 6.2 FT. IS PROPOSED. 51-92.E.(1) A MAXIMUM LOT COVERAGE OF 35% IS PERMITTED; WHEREAS A LOT COVERAGE OF 45.7% IS PROPOSED. 51-92.E.(1) A MINIMUM NUMBER OF STORIES IS 2.5 REQUIRED; WHEREAS OF 3 STORIES ARE PROPOSED. 51-92.E.(1) A DENSITY NOT TO EXCEED 10 DWELLING UNITS PER ACRE IS PERMITTED; WHEREAS A DENSITY OF 22.5 DWELLING UNITS PER ACRES IS PROPOSED. BLOCK 753, LOT 27 CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY SOURCE: NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BGIS, NJ-GEOWEB KEY MAP SCALE: NTS REQUIRED/ ALLOWED MINIMUM LOT WIDTH MINIMUM LOT AREA MINIMUM FRONT YARD SETBACK MINIMUM SIDE YARD SETBACK (BOTH SIDES) MINIMUM REAR YARD SETBACK MINIMUM SIDE YARD SETBACK MAXIMUM HEIGHT OF BUILDINGS MAXIMUM NUMBER OF STORIES MAXIMUM DWELLING UNITS PER ACRE MINIMUM LOT DEPTH MAXIMUM LOT COVERAGE ZONING TABULATION ZONING DISTRICT: R-1 DISTRICT (SINGLE-FAMILY RESIDENTIAL) VARIANCE REQUESTED VARIANCE REQUESTED * PRE-EXISTING NONCONFORMITY (V) VARIANCE REQUESTED 1. EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION, BUT LOTS CREATED THROUGH SUBDIVISION SHALL BE LARGER THAN 4,000 FT. EXISTING LOT AREA = 3,896 S.F. 2. EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION, BUT LOTS CREATED THROUGH SUBDIVISION SHALL BE WIDER THAN 40 FT. EXISTING LOT WIDTH = 35.50 FT. 3. EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION, BUT LOTS CREATED THROUGH SUBDIVISION SHALL BE DEEPER THAN 100 FT. 4. THE FRONT SETBACK OF A NEW STRUCTURE SHALL MATCH THE SHORTER FRONT SETBACK OF THE TWO CLOSEST PRINCIPAL BUILDINGS ON EACH SIDE OF THE PROJECT SITE ON THE SAME BLOCK FRONTAGE AS THE SITE. (17.3 FT.) 5. REAR YARD SETBACK IS 25% OF LOT DEPTH: 25% X 109.76 = 27.4 FT. MAXIMUM FLOOR AREA RATIO 3,896 S.F.1 35.50 FT.2 13 FT. 27.4 FT.5 3 FT. 35 FT. 2 1/2 STORIES 17.3 FT.4 10 100 FT.3 35%N/A 3,896 S.F. 35.50 FT. 109.76 FT. EXISTING PROPOSED - - - - - - - - N/A 3,896 S.F. 35.50 FT. 109.76 FT. 17.3 FT. 3.0 FT. 6.2 FT. 27.5 FT. BUILDING (LOT) COVERAGE TABULATION IMPERVIOUS COVERAGE TABULATION EXISTING BUILDING COVERAGE NO STRUCTURES PRESENT PROPOSED BUILDING (LOT) COVERAGE DWELLING/OVERHANGS 1,820 S.F. TOTAL 1,820 S.F. (1,820 S.F./3,986 S.F.= 0.457) 45.7% EXISTING IMPERVIOUS COVERAGE NO STRUCTURES PRESENT PROPOSED IMPERVIOUS COVERAGE DWELLING/OVERHANGS 1,820 S.F. STEPS, WALKS, PADS 288 S.F. PAVEMENT 396 S.F. TOTAL 2,504 S.F. (2,504 S.F./3,986 S.F.= 0.628) 62.8% PARKING REQUIREMENTS TABULATION REQUIRED OFF-STREET PARKING (51-164 OFF STREET PARKING REQUIREMENT) RESIDENTIAL UNITS (3- BEDROOM X 0.5 SPACE) X 2 UNITS = 3 SPACES TOTAL SPACES PROPOSED = 4 SPACES 22.5 27.49 FT. 3 STORIES VARIANCE REQUESTED N/A 45.7% BUILDING HEIGHT CALCULATION + 102.50 +102.50 +101.10 + 101.10 AVERAGE FOUNDATION GRADE 101.10+101.10+102.50+102.50 = 101.80 4 AVERAGE FOUNDATION GRADE = 101.80 HIGHEST ROOF ELEVATION (111.00 + 18.62) = 129.62 BUILDING HEIGHT (129.62 - 101.80) = 27.82 SCALE: 1"=20' F.F.E. 111.00 G.F.F.E. 102.00 G.F.E. 101.50 10 5 0 10 20 scale: 1"=10' VARIANCE REQUESTED PERMITTED USE SINGLE-FAMILY - TWO-FAMILY VARIANCE REQUESTED DRAWING INDEX SHEET SHEET TITLE 01 VARIANCE PLAN 02 REMOVALS, GRADING & UTILITY PLAN ZONING BOARD SIGNATURES BOARD CHAIRPERSON BOARD SECRETARY DIRECTOR OF PUBLIC WORKS DATE DATE CITY OF EAST ORANGE TAX AND ZONING MAP SCALE: 1"=200' N PROPERTY OWNERS WITHIN TWO HUNDRED FEET BLOCK LOT OWNER 720 23 JONES, BERNICE TAYLOR- & DAVID 38 MELROSE PL EAST ORANGE, NJ 07018 720 24 BROWN, LLOYD & BODISON, SHARONDA C 32 MELROSE AVE. EAST ORANGE, NJ 07018 720 25 DAVIS, LINDA 28 MELROSE AVE EAST ORANGE, NJ 07018 720 26 CONTRERAS, LUIS 18 MELROSE AVE EAST ORANGE, NJ 07018 720 27 MOSELY, BEVERLY A. ET AL 22 MELROSE AVE. East Orange, NJ 07018 720 28 YEARTY, LEONARD J. & ROSESHARON 10 MELROSE AVE EAST ORANGE, NJ 07018 720 29 CROUCH, ANDREA 8 MELROSE AVE EAST ORANGE, NJ, 07018 720 30 C&C CONTRACTORS LLC 6 MELROSE AVE. EAST ORANGE, NJ 07018 720 31 101-103 LITTLETON AVENUE, LLC 121 SANFORD ST EAST ORANGE, NJ 07018 720 32 DUMMETT, PATRICIA 117 SANFORD STREET EAST ORANGE, NJ 07018 720 33 ABELARD, MARIO & MARIE 115 SANFORD ST EAST ORANGE, NJ 07018 720 34 OMOTOSO,TOLUWANI P & ADEDEWE,ADEOLA 113 SANFORD STREET EAST ORANGE, NJ 07018 720 35 SIMMONS, DARRYL D 111 SANFORD ST EAST ORANGE, NJ 07018 720 36 OLIVERA, SERGIO 109 SANFORD ST EAST ORANGE, NJ 07018 752 11 KILGORE, MABELINE 155 SANFORD ST. EAST ORANGE, NJ 07018 752 12 FRANCINA & ALMON LLLC 57 HARDING PKWY MOUNT VERNON, NY, 10552 752 13 CRUZ, WENDALIS 11 WAYNE AVE EAST ORANGE, NJ 07018 752 14 BROWN, JALICIA L 15 WAYNE AVE EAST ORANGE, NJ 07018 752 15 BERNARD, BRIAN C. & NILA 17 WAYNE AVE EAST ORANGE, NJ 07018 752 16 Okoronkwo, Isaac N & Ngozi C 21 WAYNE AVENUE EAST ORANGE, NJ 07018 752 17 BREWLEY, ALISON & DAZZEL, SYLVAN 25 WAYNE AVE EAST ORANGE, NJ 07018 752 18 JOSEPH, CHRISTOPHER 177 NORWOOD ST 1ST FLR NEWARK, NJ 07106 752 19 BELL, EFFICH & WIFE 29 WAYNE AVE. EAST ORANGE, N. J. 07018 SOURCE: CITY OF EAST ORANGE TAX MAPS 72, 73, 74, & 75 & ZONING MAP. BLOCK LOT OWNER 753 8 BASTIAN, BERNICE 36 WAYNE AVENUE EAST ORANGE, NJ 07018 753 9 RAYFORD, SHANNON 32 WAYNE AVENUE EAST ORANGE, NJ 07017 753 10 BARBOZA, AMIDI 30 WAYNE AVE EAST ORANGE, NJ 07018 753 11 CRAWLEY, RONALD & ROXANNE H/W 28 WAYNE AVE EAST ORANGE, NJ 07018 753 12 CAVANESS, DIANA & JOHN 24 WAYNE AVE EAST ORANGE, NJ, 07018 753 13 WIMBERLY, TERRELL & RANENE GEORGE- 22 WAYNE AVE. EAST ORANGE, NJ 07018 753 14 SMALLWOOD, SHANIESE 18 WAYNE AVE EAST ORANGE, NJ 07018 753 15 JONES, LOUISE E. 16 WAYNE AVE. EAST ORANGE, NJ 07018 753 16 DUCLONA, THERESE 14 WAYNE AVE EAST ORANGE, NJ, 07018 753 17 JOHNSON, CASSANDRA E. 10 WAYNE AVE. EAST ORANGE, NJ 07018 753 18 DUMERJEAN,ANATOLE & ISRAEL,LUCILLE 141 SANFORD ST. EAST ORANGE, NJ 07018 753 19 JGA DEVELOPMENT LLC 211 WARREN ST NEWARK, NJ 07103 753 20 GRAHAM, DONTAYE T. 137 SANFORD ST EAST ORANGE, NJ 07018 753 21 SALIM, JAMAL A & SHEFALI THALIA 135 SANFORD ST EAST ORANGE, NJ 07018 753 22 NEWMAN, SAMANTHA 25 SEQUOIA DR CEDAR GROVE NJ 07009 753 23 BARCLAY, HERON 127 SANFORD ST EAST ORANGE, NJ 07018 753 24 JONES, DANA 9 MELROSE AVE. EAST ORANGE, N.J. 07017 753 25 HENRY, RALSTON & MIGUEL 254 ELMWOOD AVE EAST ORANGE, NJ 07018 753 26 KING, JACQUELINE 15 MELROSE AVE EAST ORANGE, NJ 07018 753 28 MOSES, JOHN & ELLET 19 MELROSE AVENUE EAST ORANGE, N.J. 07018 753 29 HILL, YOLANDER 23 MELROSE AVENUE EAST ORANGE, NJ 07018 753 30 SALOMON, BERNADETTE 27 MELROSE AVE EAST ORANGE, NJ 07018 753 31 SPOSATO, CARLOS 29 MELROSE AVE EAST ORANGE, NJ 07018 753 33 DRAKE, TAMIKA 35 MELROSE AVE EAST ORANGE, NJ 07018 20 10 20 40 scale: 1"=20' 0 N PROJECT DESCRIPTION THE PROJECT IS PROPOSING A THREE (3) STORY TWO-FAMILY DWELLING ON AN EXISTING VACANT LOT WITH ASSOCIATED SITE IMPROVEMENTS. THE PROPOSED PROJECT WILL PROVIDE A TOTAL OF TWO (2) THREE-BEDROOM UNITS. THE PROPOSED BUILDING WILL HAVE PUBLIC RIGHT-OF-WAY ACCESS FROM MELROSE AVENUE. GARBAGE AND RECYCLING WILL BE PROVIDED IN THE FORM OF A TRASH ROOM LOCATED ON THE GROUND FLOOR. IT IS NOT ANTICIPATED THAT THE PROPOSED BUILDING WILL HAVE ANY NOISE IMPACTS OR INCREASE IN NOISE POLLUTION TO THE ADJACENT PROPERTIES. NO ENVIRONMENTAL HAZARDOUS MATERIALS HAVE BEEN FOUND ON-SITE. CITY CLERK DATE DATE SCALE: NTS GRANITE BLOCK DETAIL SCALE: NTS MIX I-2 SURFACE COURSE, MIX I-5 1 1/2" TH. BITUMINOUS CONCRETE STABILIZED BASE COURSE, 3" TH. BITUMINOUS CONCRETE SOIL AGGREGATE 6" TH. N.J.D.O.T. TYPE I-5 (IF REQUIRED) 3500 PSI CONCRETE @ 28 DAYS 10" MIN. 6" 4" FINISHED PAVEMENT SURFACE JOINTS TO BE 3/4" WIDE MAX. & POINTED USING 1:2 MIX CEMENT. MORTAR JOINTS TO BE CLEANED PRIOR TO MORTARING MIN. 4" MIN 6" MIN. 4" MIN 12" MIN. 3" 6" 18" MIN. 4" 1" RAKE BELGIAN BLOCK 10"-12" FINISHED GRADE LONG WITH 1/4" TO 1/2" JOINTS CLASS "B" CONCRETE 3500 P.S.I. BITUMINOUS TYPE, TO BE INSTALLED BETWEEN 13 MM PREFORMED EXPANSION JOINT FILLER, PAVEMENT LESS 1/2" THICKNESS OF THE STRIP EQUAL TO THE DEPTH OF JOINT FILLER R= 1-1/2" R= 1-1/4"PAVEMENT SURFACE JOINT SEALER AIR-ENTRAINED CLASS B CONCRETE NJDOT SPEC. NOTES: 1. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 10' APART AND SHALL BE FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASTHO SPEC. M-213 RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB. 2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CURB. 3. CONCRETE TO NJDOT CLASS "B" (4,500 PSI, 28 DAY STRENGTH) 18" 6" MIN. 8"10" 1" 6" 1/2" THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER FACE WHEN CURB IS CONSTRUCTED ADJACENT TO BITUMINOUS PAVEMENT CONCRETE CURB DETAIL� PAVEMENT SAWCUT (TYP.) MELROSE AVENUE TO BE REMOVED EXISTING CURBING AND SIDEWALK TO BE REMOVED AND REPLACED ALONG FRONTAGE ENCROACHMENTS TO BE REMOVED FENCE TO BE REMOVED TO BE REMOVED TO BE REMOVED MELROSE AVENUE WV GV C.O. 10.0 MIN. SS W G SS W G G SS W G E/T/C E/T/C E/T/C PROPOSED 3 STORY TWO FAMILY DWELLING 102 102 101 101 102 103 103 UP MAX. MAX. MAX. + TC100.10 BC99.60 + DC100.02 BC99.85 + DC100.10 BC99.93 + TC100.30 BC100.00 + TC100.30 BC99.80 2.00% + 100.38 + 100.50 8.33% 2.00%MATCH EXISTING SIDEWALK + 100.20 MATCH EXISTING 2.00% SIDEWALK +100.44 +100.38 + 100.50 + 100.28 + 100.52 + 101.40 GFE 101.50 FFF=111.00 GFFE=102.00 GFE=101.50 4.00% + BS101.00 + TS105.00 + 101.40 + 101.40 + 101.40 101.50 + + 101.10 +102.50 + 102.50 + 105.00 + VFE 105.50 + 101.25 + 100.80 + 100.64 +101.10 4.00% 2.0% HP 102.90 + 2.0% + 102.60 GFFE 102.00 +102.50 + 103.50 INV=94.1 PROPOSED GAS SERVICE PROPOSED UNDERGROUND ELETRICAL, TELE & CABLE SERVICE PROPOSED 46 LF 4"Ø SDR-35 SANITARY SEWER LATERAL @ S=2.0% MIN. FINAL LOCATION PER WATER COMPANY PROPOSED 1"Ø POLY. WATER SERVICE PROPOSED CLEANOUT po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man ERRA DESIGN LLC revisions date 03.12.2025 scale 1"=10' 17 MELROSE AVENUE BLOCK 753, LOT 27 17 MELROSE AVENUE CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY TAX MAP SHEET# 75 2 REMOVALS, GRADING & UTILITY PLAN N 10 5 0 10 20 scale: 1"=10' man ERRA DESIGN LLC job no. 25006 drawn by sp checked by jam EXISTING CONDITIONS & REMOVALS PLAN SCALE: 1"=10' NGRADING & UTILITY PLAN SCALE: 1"=10' F.F.E - FIRST FLOOR ELEVATION G.F.F.E - GROUND FLOOR FINISH ELEVATION G.F.E - GARAGE FLOOR ELEVATION V.F.E. - VESTIBULE FLOOR ELEVATION GENERAL NOTES 1. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "TOPOGRAPHIC SURVEY TAX LOT 27, BLOCK 753. 17 MELROSE AVENUE, CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY," , DATED JANUARY 30, 2025, PREPARED BY SCHMIDT SURVEYING. 2. PROPOSED BUILDING INFORMATION , AS SHOWN, PER ARCHITECTURAL DRAWINGS ENTITLED, "NEW TWO FAMILY DWELLING FOR JOSE MACIAS, BLOCK 753, LOT 27, 17 MELROSE AVENUE, CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY 07018" DATED ISSUED FOR RECORD FEBRUARY 18, 2025, PREPARED BY DANTASCARRETE ARCHITECTURE. 3. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0113F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 4. UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE, THEIR ACCURACY OR COMPLETENESS ARE NOT GUARANTEED BY THE ENGINEER. MARK OUTS FROM UTILITY COMPANIES AND FIELD CONFIRMATION BY CONTRACTOR MUST BE MADE PRIOR TO CONSTRUCTION SO THAT DISTURBANCE AND/OR DISRUPTION TO THESE UTILITIES MAY BE AVOIDED. 5. CONSTRUCTION SHALL OCCUR DURING WORKING DAYTIME HOURS AND IN ACCORDANCE WITH THE CITY OF EAST ORANGE ORDINANCE FOR CONSTRUCTION AND NOISE. 6. THESE PLANS HAVE BEEN PREPARED FOR THE PURPOSE OF SITE PLAN REVIEW AND APPROVAL. THE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL FINAL APPROVALS HAVE BEEN OBTAINED, AND ALL CONDITIONS OF THE APPROVALS HAVE BEEN SATISFIED. 7. NEW CURBS AND SIDEWALK ARE REQUIRED ALONG PROPERTY FRONTAGES. ALL WORK SHALL CONFORM TO CITY STANDARDS AND SHALL BE REPLACED IN KIND. 8. CONTRACTOR IS RESPONSIBLE FROM OBTAINED A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK IN OR OCCUPANCY OF THE PUBLIC RIGHT OF WAY 9. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE CITY OF EAST ORANGE PRIOR TO SUCH WORK. 10. BASEMENT/GROUND FLOOR SHALL BE UTILIZED FOR RECREATION/STORAGE ONLY AND SHALL NOT BE USED AS A BEDROOM. ON-SITE PIPE BEDDING DETAIL SCALE: NTS CLEANOUT RISER COVER DETAIL SCALE: NTS TYPICAL SANITARY LATERAL CONNECTION SCALE: NTS DOMESTIC WATER SERVICE CONNECTION DETAIL SCALE: NTS NOTES: 1. COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC MATERIAL AND BOULDERS. 2. APPROVED MATERIAL SHALL COMPLY WITH NJDOT SPECIFICATION 901.11 SOIL AGGREATATE AND BE DETERMINED BY TESTING ANALYSIS AND SHALL PASS CLEAN FILL CERTIFICATION. 3. IN ACCORDANCE WITH THE LATEST SOIL CONSERVATION REQUIREMENTS, UNPAVED AREAS SHALL HAVE A MINIMUM OF 5" OF TOPSOIL NON PAVED AREAS APPROVED BACKFILL COMPACTED IN MAX. 1 FT. LIFT GROUND LEVEL PAVED AREAS 3/4" CLEAN CRUSHED STONE COMPACT IN MAXIMUM 1 FT. LIFT PAVEMENT AREA (SEE PAVEMENT SECTION) GRASSED AREA: 5" TOPSOIL, FERTILIZING, SEEDING & MULCHING PIPE I.D. PIPE O.D. PLUS 2' VARIES 1'-0" MIN. ABOVE TOP OF PIPE 6" MIN. DGA OR OTHER SUITABLE ONSITE, COMPACTED, WELL-DRAINED MATERIAL AS APPROVED BY THE TOWNSHIP ENGINEER COMPACTED IN MAXIMUM 1 FT. LIFT 6" MIN. FINISHED GRADE 3"± BITUMINOUS PAVEMENT CAMPBELL FOUNDRY CASTING #1000 WITH CAM-LOCK OR EQUAL RISER CONCRETE SETTING SLAB 11-7/8" EXPANSION JOINT CONCRETE PAVEMENT STONE BEDDING NOTE: 3"± RISER COVER REQUIRED FOR ALL RISERS LOCATED IN SIDEWALK OR PAVEMENT 4' MIN. 45'MAX. SPRING LINE FINISH GRADE PAVEMENT EXIST. CURB FROM FROM BUILDING PLAN SANITARY SEWER MAIN SECTION MINIMUM SLOPE 1/8" PER FOOT UNLESS DIRECTED BY THE MUNICIPAL ENGINEER 30° ELBOW TEE-WYE BUILDING 1/8 BEND "Y" BRANCH OR DOUBLE "Y" BRANCH CL PAVEMENT (IF APPLICABLE) ASBESTOS CEMENT DISTRIBUTION MAIN 45° 2'-0" MAX. GROUND R.O.W. LINE 12" PRECAST CONCRETE PAD CURB FACE 4'-0" MIN. GOOSE NECK 1" CORPORATION STOP 4'-0" MIN. 3'-6" MIN. 60° SERVICE CLAMP APPROVED BY THE MUNICIPAL UTILITY DEPARTMENT CONTRACTOR TO FURNISH ADAPTORS AND FITTINGS NECESSARY TO CONNECT TO EXISTING SERVICES CEMENT LINED DUCTILE IRON PIPE MIN. CLASS 52 WATER MAIN CURB EXTENSION BOX WITH STATIONARY ROD 1" GROUND KEY CURB STOP W/ ORISEAL OR APPROVED EQUAL 1" TYPE "K" COPPER WATER SERVICE (MIN.) OR OTHER APPROVED MATERIAL. TRACER TAPE TO BE UTILIZED WHEN NON-MAGNETIC SERVICE IS UTILIZED COMPACTED BANKRUN SAND & GRAVEL OR CRUSHED STONE AS DEEMED NECESSARY BY THE MUNICIPAL ENGINEER MIN. 6"Ø SDR-35 PVC PIPE OR APPROVED EQUAL NOTE: COMPACTED BACKRUN SAND OR DENSE GRADED AGGREGATE SHALL BE PLACED UP TO THE SPRINGLINE OF THE PIPE AND UP TO THE UNDERSIDE OF THE CLEAN OUT CASTING OR AS DEEMED NECESSARY BY THE MUNICIPAL ENGINEER. "Y" BRANCH OR SADDLE TEE WITH RUBBER SEAL (OPENING TO BE DRILLED IN PIPE) APPROVED BACKFILL WIDTH VARIES12" MIN. EXISTING PAVEMENT 6" TH. BITUMINOUS CONCRETE STABILIZED BASE COURSE, MIX I-2 2" TH. BITUMINOUS CONCRETE SURFACE COURSE, MIX I-5 SAWCUT PAVEMENT EDGE (TYP.) PAVEMENT RESTORATION DETAIL SCALE: NTS CONCRETE SIDEWALK & PAD DETAIL SCALE: NTS SLOPE 1/4" PER 1 FT. TOWARD CURB CLASS "B" CONCRETE FINISHED GRADE COMPACTED SUBGRADE 4" DENSE GRADED AGGREGATE BASE COURSE 6X6-W2.9XW2.9 WELDED WIRE REINFORCEMENT (WWR) FOR CONCRETE PADS NOTES: 1. SUBBASE SHALL BE COMPACTED TO A FIRM AND EVEN SURFACE TO THE SATISFACTION OF THE ENGINEER. 2. ALL CONCRETE SHALL BE AIR-ENTRAINED AND CONTAIN AN AIR CONTENT OF 6% ±1.5% 3. CONCRETE SHALL BE STRUCK OFF WITH A TRANSVERSE TEMPLATE AND FINISHED WITH FLOATS AND STRAIGHTEDGES UNTIL A SMOOTH SURFACE HAS BEEN OBTAINED. 4. THE SURFACE SHALL BE FINISHED WITH A WOODEN FLOAT AND BRUSHED WITH A WET, SOFT-HAIRED BRUSH. 5. ALL EDGES SHALL BE FINISHED AND ROUNDED WITH AN EDGING TOOL HAVING A RADIUS OF 1/4 INCH. 6. PREFORMED EXPANSION JOINT FILLER, 1/4" INCH THICK, SHALL BE FORMED AROUND ALL APPURTENANCES, SUCH AS MANHOLES AND UTILITY POLES, EXTENDING INTO OR THROUGH THE CONCRETE. 7. THE SURFACE OF THE CONCRETE SHALL BE SO FINISHED AS TO DRAIN COMPLETELY AT ALL TIMES. 8. 1/2" PREMOLDED BITUMINOUS FIBER EXPANSION JOINTS AT 20 FOOT INTERVALS. 9. 1/2" CONTRACTION JOINTS AT 5 FOOT INTERVALS. 10. FOR CONCRETE PAD CLASS F1 (MODERATE) CONCRETE EXPOSURE; MIN. 4500 PSI @ 28 DAYS 11. FOR SIDEWALK, CONCRETE TO BE 4" THICK CLASS B; MIN. 4000 PSI @ 28 DAYS 4" SIDEWALK 6" PADS 4" MIN. VARIES (REFER TO SITE PLAN) CONCRETE DEPRESSED CURB DETAIL SCALE: NTS PAVEMENT 18" TYP. OR PER RAMP DETAIL VARIES 20" 18" 6" 14" 4 1/2" 10" 20" 8" 2" A ASECTION A - A ELEVATION VIEW NOTES: 1. CONCRETE FLUSH CURB SHALL BE UTILIZED AT ALL ADA ACCESSIBLE RAMPS AND WHERE CURB OPENINGS ARE PROVIDED FOR THE CONVEYANCE OF STORMWATER RUNOFF. COMPACTED SUBGRADE 2" TH. BITUMINOUS CONCRETE SURFACE COURSE, MIX I-5 4" TH. STABILIZED SUBBASE, DGA DRIVEWAY PAVEMENT CROSS-SECTION SCALE: NTS 18" 2"� CHRD City of East Orange g @ Department of Policy, Planning and Development GZ” LAND USE APPLICATION & SITE PLAN REVIEW CHECKLIST COMPLETE: ue OFFICE USE ONLY: — Applicant Information: Type of Proposat: 0 New Resident cue Eo 0 New Accessory Structure. Address Name. oo | 3 NewNon Residents Sucre Block — Lr — ivi Lot er — 0 ower Telephon | Duchied _____ DueActon Required ___ J — A ——— PP J — Lo —— (YURI HewiogOue: Determination of Compson Verified by: Subject Property Information: Street Address: 17Mvosedvence Bock) 78 eter 27 casew Zoning Distrie: Re Master Plan Designation: Dimensions: Frontage: 3550 Depth: _ 10976 _ Tout Avex: 3896 sat Present Use: vacant undeveloped ot PopowedUsegy "25 story two family residential dweling Contact Information: [ree APPLICANT. Name JdoseMacias ______________ |; ee Address: _434 Heywood Avenue, Orange, NJO7050 | © - mc e— [E—" [ S——— Email edumacd370@ gmail com néiidal ATTORNEY Name _ Rosemary Stone-Doughery, Esq. of AY. Srauss, LLC____ | Bionis sos sens Address 290 West Mount Pleasant Avenue. Sue 3250. Lings(on, NJ 07d es os sponsor 1. J ——— 1 Teh —— LT Email rsionedoughery@aysiauss com So ty ENGINEER + Name: _Giouanni Mani PE of mar c ore] Rives G5 Cow Sees Su 6. 10. Bok 05 Boil NU OBBTS~ | Soin cbt ve Eo phones: S0B-800:5300 - he Te pan ee ————— LT Email cho ranaradosyn com of kevn@Raerades con | Tiree puelon Cot ARCHITECT / Name: Paulo LA. Dantas. RA of DantasCarite Archilecture | $s (Ses im rr PLANNER. Adds 427 ristnut Sicees. Sue 302. Union. NJ 07083 fie Telephon): 908.008.2422 — fe — — Email: poulo@dantascarrals com -o- desgn@dantascarrets com 1 —_— Application Represents A Request For the Following: ~~ Aoplication Represents A Request For the Following: ~~~ 1SUBDIVISION: Minor Subdivision Approval Subdivision Approval Preliminary] Subdivision Approval [Fina] Number oflots tobe created Number of proposed dwelling waits _______ (Including remainder lo) applicable SITE PLAN: X__ Minor Sit Plan Approval Preliminary Sit lan Approval [Phases f applicable) __| TT FinalSite Plan Approval [Phases (if applcabie) | ~ Amendment or Revision to 3n Approved Site Flin Areata be diurbed (quire fee) 2,504 sq f _ “Tota number of proposed dwelling units { new-consicion two-family residential Gweling Request for Waiver From Site Fan Review and Approval Reason for request —— CnormaiReier Appeal decision ofan Administrative Officer [N.JS. 405D-70a] 7 Mapor Ordinance Interpretation of Special Question [N.1$.40.$5D-705) ZZ Variance Relief (hardship) N.JS, 40:55D-70c(0] XT Variance Relic substantial benef) [V1 40:530-706(2)] XT Variance Rell (ue) IN.JS. 40550700] Conditions) Use Approval (N.S. 0:55D-67) Direct isuance of a permit fo a siructur in bed of a mapped tect, public drainage way, or flood control basin NIS:8D-341 Direct issuance of a permit for aft lacking street frontage [N.J5. 40:55D-35] 2. Sections) of Ordinance from which a variances requested: 51-92.8.(1)a - to permit a two-family use; £1 REN combine side ar sebace o16 proposes 51:92 £1) maximum lol coverage of 45.7% proposed; ST.82E(1) 3 stores proposed; and 51.62 E (1) - densi per acre 3. Waivers Requested of Development Standards andlor Submision Requirements tach aditionsl pages 2 needed] ‘Seo attached Requested Checkist (design) Waivers. 4 Has this application been heard before the board? © YES xNO 1f50, please lst date of hearing/adoption ___ _ ‘Was the case denied or approved? APPROVED DENIED 2 —_—mm— Instructions: —— Instructions 000000 Follow al steps lise in the checklist and supply requested information. The Land Use Administrator will deerme and nial what site spcific ems willbe needed. When you nish these sips, be sur o ince he followin. © CHECKLIST & APPLICATION — You will ned to supply on (1) original completed checklistappliation to the Land Use Adminisraor. Be sure to sign, date and notaize a th end. Keep copy for your les © APPLICATION FEES) - Make certified bank checks or money orders peyabl othe City of Eat Orange. 000uewiarce Enclosed Fee(s): $2100.00 018 (se zoning detention form for fee amount snus Enclosed Fee(s) ta (sce zoning detention form for ) SESE. 7CAUTION®: The Appa es s NONREFUNDABLE Dot spy arly re sre SH rn dopo 1. You have the legal building lot information Toa ERS 2. You have egal cces to the parcel 3. You know the zoning of your property 4. Yon want procesd forward inthe ull sit plan review and municipal board hearing process —_— TTR Tee First Step: Obtain Building Lot / Zoning Information First Stop: Obtain Building Lot / Zoning Information The Zoning, Officer determines whether the propesed use and lot dimensions planned i ois not in conformance with he zoning lw ofthe City of East Orange. In making this determination, the Zoning, Officer primarily cuamines four itera: 1) lo dimensions; 2) whether or no the lot i in conformance with th adopted Eas Orange Land Use and Development Code, 3) detail use of proposed activities at subject propery, 4) whether property is previously subject 10 any prior applications Note Having an existing hous. busines or other improvements o the prevailing sion of a property snot a guarante that the lo will be recognized a legal andlor conorming or Pleas submit with Site Plan Resiew Checklist / Land Use Application, 1 copy of the following items: X Zoning Determination Form — Present the aforementioned fom to the East Orange Zoning Officer whom wil review sie plans and complete zoning determination form. His office i located i the Deparment of Policy, Planning & Development (Basement) of City Hall. It is recommended that applicants submit he. soning determination request as carly a5 posible othe Zoning Officer. Your ic plan will not be technically reviewed unt the zoning determination is ssucd. Submit th Zoning Determination Form to the Division of Comprehensive Planing along with your application an sit plans and fee as described in Second Sep noted below. x Site Plan ~ provide one sit lan copy, size 22'x36" to the Zing Officer or review X___ Copyof Current Deed al casements must be noted and tached. ————————— eases Second Step: Organize & Submit Application Packet —Second Step: Organize & Submit Application Packet Number of Packets: lea submit one (1) packet along with the items listed below to th Division of Comprehensive Planning fo processing. Your pplication will NOT be processed without ll applicable information i hs seeion. #1. Application - Include the name, address and signature of the curent owner of he record. Make sre ll quired forms ae notarized. #2. Fees ~ Pay all fess at tim of aplication submission vi certified bank check or money oder payable to the City of Eas Orange. You willbe provided with receipt indicating ht fe are pa NA 3. Subdivision Application — If applicable, complete this document if you plan to subdivide the subject propery. NA C14. Assemblage Form — IF applicable, complet his document F planing o assemble parses in subjct aca #S. Site Plans ~ Submit six (6) sit plan. Check off cach clement in the Site Plan Review checklist that is presented on your site plan while puting a ine through th tems that do ao apply fo your projec. Each clement shouldbe checked o have fe trough hem 6. Completed and signed W-9 Form. 3 epee Third Step: Gather Additional Information me THIF Sip Gather Additional information Include on 1) copy ith pplication of cach tr eo, where splice, The Ld Use Adrian wil any ta fms hey we mean you spc NA (1 Trafic aelations atc study wn L Daity wast water fl storm water cautions ——— eee eS emt Fourth Step: Complete Certifications APICINTCERTIFICATION 1 the applican,ceiy ht the information submited is complete and corer | undersand te he intent ofthe Ste Pian Review proces ist address the impacts of locaton and yp of Svcs and tht modfcton may be required Sit work il not be done prior (0 municipal planing boar or board of adjustment approval and sssnce of & building pri. ) Signature: rae lacie Due mes Print Name: 1 certify, JoseMacas ___, that the foregoing statements and the materials submitted are true. | further certify that | am the individual applicant, or that | am an officer of the corporate applicant, or that I am a general partner of the patnersip applicant and that | am authorized to sign the application for the Corporation. (1 he applicant s # ostomgoaion an autharized Corporate office must sign ths certification. 11 he applicant is partnership, + SRONE lara must sign this certification] Pes Levey papain ES Sai wm 2s) RB tp nee ep Steel sin Seles CEM sven conn a Glu am the recorded own HTHARPEARYPRAO ubject of this application, that | have authorized the "3licant to make this application and that | agree to be bound by the application, the representations made, and the decision in the same manner s if 1 wer the applicant. [IF the owner 1s a corporation, an authorized corporate cr must sig this Certification The owas paptershis a general erin most sig. hs certiion] SCONE i» Pot god spr) bore me oh / Wo EY a 3 ERA fade: Severin Son GREYS ON GOUGHRNHIName of wierd rope: Joe ups pr iE [ise pus. Se fo eve SE LAY DE cror cermiric pag FRET Ts hota taxes dc onthe i LSbeied prior to the fling of this application. Additonaly, | Ae Re is office has no objection in allowing the above referenced case to as scheduled. ER ol iceion in allowin the shove re to proce Property Address: 17MevoseAvenwe - fi Tr S—— Applicant soit Centifiedby: ___ a" LT — Office of fhe Ta Cllecor, City of East Orange 4 - 00 Fifth Step: Notice meee Sixth Step: Application Submission [[r7roveD 3 Tie PLANNING BOARD OF Tie Cr OF FaeT ORANGE AT A | PLANNING BOARD CHAIRPERSON BOARD SECRETARY | crv cere To CITY ENGINEER I I APPROVED BY THE BOARD OF ADJUSTMENT OF THE CITY OF EAST ORANGE AT CITY CLERK CITY ENGINEER LEEsouvmon vows wre _ — oo | vi - OFFICE USE ONLY. HAVE COMMENTS BEEN RECEIVED FROM THE FOLLOWING LOCAL AGENCIES: 0 Department of Policy, Planning and Development © Department of Public Works TO Department of Property Maintenance © Deparment of Fire © Department of Tax Assessment © Department of Tax Collector TO Department of Water 0 Departmentof Health ARE THE ORDINANCE STANDARDS FOR SITE PLAN REVIEW MET? Each of the discretionary standards for site plan review in your ordinance would be listed, and they would be checked off as met or unmet 1 2 I Cm ——— a“ 5 6. 72 8a o 10. ss am 6 Applicant: Jose Macias Property Address: 17 Melrose Avenue Block 753, Lot 27 Zone: R-1 Nature of Application: D-1 use variance with bulk variance relief application to construct two-family residential dwelling on the existing vacant undeveloped lot. Five (5) Variance(s) Requested/Required (long with any other relief that may be required) 1. D1 use variance to permit a two-family welling in a single family zone; 2. Maximum ot coverage permitted is 35%, wherein 45.7% is proposed; and 3. Minimum side yard setback of 13 f. required, wherein both side yard setbacks proposed are 62tt 4. Maximum number of stories permitted is 2.5, wherein 3 stories are proposed (although no height variance is required); and 5. Maximum density of 10 dwelling units is permitted, wherein 22.5 dwelling units is proposed asa result of the ot size Applicant's Argument(s) as to Why the Variances Requested Should be Granted: 1. The plan allows for adequate light, air and open space as the application is for construction of ONE (1) new two family dwelling on an undeveloped lot in @ mature neighborhood, that isin characteristic ofthe surrounding mix of single and two-family dwellings 40:55D-2(c) 2. The planits within the general scheme and requirements of the neighborhood and will contribute to the well-being of the neighborhood and community by developing the existing vacant ot and fiting within the scope and size of neighboring properties. 40:65D-2(e) 3. The property in question provides sufficient space for the applicant's plan. 40:55D-2(g) 4. The plan does not promote traffic congestion or blight as itis adding only one new two- family dweling in a mature neighborhood that exceeds RSIS parking standards. 40:55D-2(h) 5. The planwil promote a desirable visual residential environment in the neighborhood and will enhance the neighborhood by adding a new construction two-family dwelling and filing the voidigap along Melroso Avenue. 40:55D-2() 6. Finally, the plan will make more effective use of the vacant undeveloped property. 40:55D- 2m) Applicant: Jose Macias Property Address: 17 Melrose Avenue Block 753, Lot 27 Zone: R-1 Nature of Application: D-1 use variance with bulk variance relief application to construct a two-family residential dwelling on the existing vacant undeveloped lot. Statement in Support of Requested Checklist/Design Waiver TERRA man| J [SIRIRYA Prepared: 0512172025 17 Melrose Avenue Block 753, Lot 27 City of East Orange, Essex County, New Jerse Minor Site Plan approval by Planning Board Information required for completeness of Application Requested Checkist Waivers 8. Existing features on subject property + Easements (accoss/uity) ~ No easements are presen on ste, tisis not appicable + ising lghing, trafic ication, and pedestrian walkways, dently he oes, deection of Iuminalion. power and hours of operation of exsing outoorghiing,~ Tis sa residnil project therefore, tare is no ighting, aff circulation or pecesinan walkways boing oropased for he ste. Tris requirement is nl applicable C. Proposed modification or sit improvements. Must show the folowing, ncucing dimensions + Sinage olan with deta (include height and width Gimensons. telling snd ka no. sinage s being propos forthe sie. This requirement s not applcati. The projet 5 ended for residential use. . ‘subect property, No landscaping is being proposed for the sie waiver requested . Soil erosion and sedmentation plan (separale page), if applicable. - The total disturbance of the Proposed work is les than 5,000 square feet therefore, th project is exempt, This req remem is not applicable. + Notation of ce que location adkiions at subject property. if applica, No actions cel towers are being proposed or the sie, not appicatie (0 ts project Applicant: Jose Macias Property Address: 17 Melrose Avenue Block 753, Lot 27 Zone: R-1 Nature of Application: D-1 use variance with bulk variance relief application to construct a two-family residential dwelling on the existing vacant undeveloped lot. Zoning Determination & Denial Letter 5/5/2025 Planning and Zoning Board Zoning Determination (HF GES 5 NL CITY OF EAST ORANGE, 44 CITY IALL PLAZA, EAST ORANGE, NEW JERSEY 07013 TOBE COMPLETED ov APPLICANT Date: 05/14/2025 Name: Jose Macias Tepnons: 9733926674 vamarounur dose Macias Address of Owner: 434 Heywood Ave Orange, NJ 07050 SUBJECT PROPERTY Address: 17 Melrose Avenue Block: 753 Lov: 27 Frontage: 35.50 Depth: 109.76 Total Area: 3,896 sf Restrictions, covenant, association by ows, sisting of proposed on he rapory: Yes (attach copies): No: X Proposed: ote testo covenants saves, asia, ct sn pepe st fo Fe dt ee En neat Ep rons. | Applicant is proposing a 3-story two-family dwelling Vacant Lot TO BE COMPLETED BY ZONING OFFICER Zoning omen ROGETE Lawson Upon ew of sho rojct documenes, th owing as bon trina proscorzone: RY ——r Oremtesiatazne © Constionatyparmitd intr one [E———— Che enclosed project propost meats zoning reuicomerts Th closed project proposal does NOT meet zoning requirments or th tolwing reson J —1 Je —————— 0 Proposed rect does ot meet th alow dimension euamants: [EE e——— proposes: _ Cron Yoo Sesacs oaurest______proponass [EESTA——— proposed Mim ori Rear propos) [Erte r— f— > [Err— proposed ______) ox Comags cures: 35% proposes 457% 30 sree arr Reroc proposes — Weg Raurng: 21280088 proposes Isories moun equies: 10 poposes: 25) ON Seu Loosing Roars: prpoea______) Dover — THE PROPOSALIMUST BE HEARD BY THE FOLLOWING BOARD: Zoning BordotAdjusimans C lanwing Bows THE FOLLOWING APPROVALS ARE REQUIRED: Osterman O Subanon Appr variance Omir Or ose Cor Once Lrr— A —————— I SO S— Use variance including height, FAR, or densily (in accordance with $800 N.J.S.A. 40:55D-70d) 5375 Bulk variance (in accordance with N.J.S.A. 40:55D-70c) $10 200 Ft List Variances under N.J.S.A. 40:55D-70d not requiring site plan or subdivision | eschews | $1,000. Total Due:2,185 Additional escrow may be required. (Chapter 51-5763) PLANNING AND ZONING BOARD ZONING DETERMINATION anv or exst onawGe 44GITY HALL PLAZA EAST ORANGE, NEW JERSEY 07018 TO BE COMPLETED BY APPLICANT Towsome Nameotppican: __ Jose Macias 0000000000000 Astiesofspphenn: 434 Heywood verve. Orenge NI GTCR0 Telephone; __ 973-392-6674 Name of Owner (fdiferent fom applicant __Same as owner Address of Owner: CE le Subject Prope: Loe RE A I Se Texap lock __753 LR ee orf Block MER I Fel Oimensons Frontage: _35.50 op: 109.76 Tota Ares:_3.896 sat Restrictions, covenants, easements, association bylaws, existing or proposed onthe property. es (attach copies): _ No: X Proposed: ” review snd must be writen nasi nerstandobe Engi oder 65 aver Proposed ie:_-story two-family residential dwelling ee en Ll Fe A I i resent eof the premises _yacanl undeveloped land SE X The projects zoned: R-1__ a uteri Side Yad Setbacks (Required: 130° roposed. 6.2110 sky) EE i man FEE ee e— Ee — i oe SER ea. Tr ite. At mre me ow Ay rea DR fr rarer ele | copvofzongoensisaossszimanes EYE SSRI SO WN 5 SHR SONY PE T TE ——————— na, EsstOngsCly heptane. 412025 #2572, POLICY. PLANNING AND DEVELOPMENT Aopleation Number. TATE £0 Sa pen EC — } PamiNonber J onsen eve. — «* EAST ORANGE, NJ 07018 Project Number: (973) 266-5199 FAX(862) 930-7804 Fee: 350 '[email protected] Denial of Application oat 552025 To. Jos acias cc: ae TELE TY 32807 SEINE ae SRE ors Re: 17 MELROSE AVE SBE aun zone mr DEAR JOSE ACIS, Contin of 3) tres soy (2) wo fry dveting win associated se improvements THE PROPOSED IS DENIED FOR THE FOLLOWNG REASON (5) You requested construction of a cfm hein, bu te zone ony paris an-aril eling, Thrers you ue seek aU variance asocaied wih Buk snes Scare EL A — BERT CAWSON. ZONING OFFICER S53 CF Applicant: Jose Macias Property Address: 17 Melrose Avenue Block 753, Lot 27 Zone: R-1 Nature of Application: D-1 use variance with bulk variance relief application to construct a two-family residential dwelling on the existing vacant undeveloped lot. Photos of the Existing Conditions of the Property Ses ih i J’ % i 4 hy, 7’ : i 4 - 1 LJ 7 1 y a 2 ” ] 3 4 9 L! 3 1 2 1) Gi & Â¥ LE | it. | : Applicant: Jose Macias Property Address: 17 Melrose Avenue Block 753, Lot 27 Zone: R-1 Nature of Application: D-1 use variance with bulk variance relief application to construct a two-family residential dwelling on the existing vacant undeveloped lot. OPRA Response From own, sin ssi Soun@enstornge igo So rs ont 0s eng To Rory Soe Dough moneda @oscass cor Slee 16] Oran pea Fett Gootaternoon is. Sons Dougray: Som asc, Justin R. Brown Deputy City Clerk Office of the City Clerk CITY OF EAST ORANGE 44 City Hall Plaza, East Orange, NJ 07018 973.266.5110 icy Bb oncoming 2 IE SEES 7 HONORABLE TED GREEN MAYOR . ERGY Ee ST ck 253 Lt 27 Quins. core 1 asus psn nano se ER over Yew Sie na Teron d Sor fn TER Seo Jr = Wines Son aoe oor Ew hen Ls nose ne. re 5) river] ero Sh 4 om co er AERA FIER a Te EREREE =A FREREEE] [Bsn wow he Sooo Rr EEEEEEE ion oe me ts ll PO I mre mo Sy prt Fe ae sn oe 0 a ¢ a er Sire Tr Hr = [EI mers 8 Cc Tg— Eee — Jo di | 1 —— TE on Tn So Sou our we FE oa oo fo om on wi be So EAN "SE i, FEE I | fit} hid flat ® i in B,,, g : dll H HE i : nin gy i LEE so fd goog: EIR TER HI Heit fl tt A SELENE H i LH Eris da His VIED 1D Wir iin 585 5&8 ABEL dil di i ih H H Mi g ! b i TER EERE RIHIRE HERI HEI LEE I GE : fii; il % fH 0, % Yo iy fe 2 dn LH iY Ye fg psf Ce di HE jf jiid fii If HE ii] i: FL HIER EH HEM HEREIN Applicant: Jose Macias Property Address: 17 Melrose Avenue Block 753, Lot 27 Zone: R-1 Nature of Application: D-1 se variance with bulk variance relief application to construct a two-family residential dwelling on the existing vacant undeveloped lot. 200-foot Radius List fue 2) G5 INTER - OFFICE “= MEMORANDUM To: Jun Zheng, Engineer, Public Works From: Janis Nelson, Land Use, Division of Comprehensive Planning Date: April 30th, 2025 Re: Request for 200-foot radius 17 Melrose Avenue, Block 753, Lot 27 Please provide a 200-fot radius area map for the subject location so that | may provide the applicant with a certified list of property owner's within 200 feet of the subject property. Relationships AY, STRAUSS | Reten 535 Fifth Avenue, ath Floor, New York, NY 10017 NJ 973-287-0957 | FAX 973-533-0127 If you should require any additional information, please contact me at (973) 266-5486. If you should require any additional information, please contact me at (973) 266-5486. Please check the adjacent box once map and list are posted to applicant. Verified by Kwason Morris - Policy, Planning & Development —_— IMPORTANT NOTICE ——— IMPORTANTNOMICE 000 IF ANY OF THE PROPERTIES ON THE ATTACHED PROPERTY NOTIFICATION LIST CROSS ANY OF THE FOLLOWING COUNTY ROADS PARKS. OR STATE HIGHWAY YOU MUSTAOTIS Tf APPROPRIATE AUTHORITY: ‘COUNTY ROADS PARKS Genial Avenue Emons Prk Pak Avene Rove Prk preyiem Nascar North Grove Street Soverel Park Soh Grove Set Frei» South Orange Avenue Columbia Playground One a Pt Men dP Ti irons STATE HiGHWAYS Rowe 280 NEW JERSEY DEPARTMENT OF TRANSPORTATION 05S PARKWAY AVENUE TRENTON, Ni d5és2 GARDINSTATEPARKWAY NEW JERSEY HIGHWAY AUTHORITY WOODBRIDGE, NEW JERSEY 07095 PUBLIC UTILITIES ELECTRIC & GAS PUBLIC SERVICE ELECTRIC & GAS 507k Pace Newark 07102 WATER CITY OF EAST ORANGE WATER DEPARTMENT 108 Grove Set Eas Orange) 07017 TELEPHONE verizon $40 Brod St Newark 07101 CABLE TELEVISION COMCAST 257 Prospect Avenue Seis Wes Orange, N1 07052 15 HR " 2(2|2|2(2(2(22(2/2(2 <|2[2]2|82|312|2|212/2(2[2|2[2|2|2|2 HEE EEE EEE EEE EEE EE EEE EEE EE s HHEHEHEEEEEH EEE EHHHEHEEEEHEE EEE EER BHEEEEHEEER SHE HEHEHE EEE EEE SEE HE : HHHEEEEREEEEEHEREEHEHHHHEHEEERE Ho 1215151215 1512151512151 21 21512 2 2 212) 21 2 2 231 351 51312] H HENEEEEE ERE HNEHEEER 8 H BEERNNEEREEEEREN HN HERR EE EERER REE H H S82 | | 13 El | JE] (EE HEE os Zl a S22 s2E | 12). el (BEE =z . BEEEEEEE EEE HE HEEEEE EH EERE EHE EEE s HEHHEHHREHHHERHHHHEE EHERHEHERREE EE HEHEHEHEEEEH HHHEHHHEBEEEBEHR HHHEHHEEBEREE HEHEHE EHH EHEEEE HEHEHE HEE HEHE EEE RHEE RE EEE s EEEREEEEEE EH HE HBB EEE HEE EEEE HE EH 3 H HEHEHE HHHHEEE Hib 82 HEEEEEENEER EEE eer 2| 5 [8 =(512(2(2|_|2|3]2(2|2(2|2]2 EE REEEERELE EEE 4|5(2(5|8| 2) 3|2| 35 5| 3) 5] 5 | 2] 2] 2 FEE EEE EE HE EERE HEHEHE EEHEEEEE EE HHHHHEEEEREREE EEE HE EEEEEHHE EEE EE HHEHAE EEE BREE eld 1 6 EYE E11 EH EI El ETE EEE g 2 bl HH 2 PRE 2223 | [52 HEERE HE HENESEEEMEEERE HEHE EERE EERE 2 HH HE HEHEHE EH] HEEEEEERREGEREE HEHHEEEEEREEEEE HEHE 223242 El HEIRIE] ka] bei be] be =) 4 nA TS HT = x)= be ZS £ Wij, SES M SW Tr — oFrioE 973 5677209 | pax 973 799 0461 umes en 8 wes wr JPRELICHOMURPHYLLP.COM November 7, 2025 VIA FEDEX OVERNIGHT & EMAIL Janis Nelson, Board Secretary City of East Orange 4 City Hall Plaza East Orange, NJ 07018 RE: North Grove Properties, LLC 101 North Grove Street, East Orange, NJ (Block 171; Lots 12 & 13) SUBMISSION OF CERTIFICATE OF FORMATION Dear Janis: “This firm represents North Grove Properties, LLC (“Applicant”) in the above referenced matter. Please find enclosed a copy of the Certificate of Formation. “Thank you for your attention to this matte. Respectfully Submitted, 15/ Julie Prelich JULIE PRELICH Paralegal MURPHYLLP.COM NEWARK. ONE GATEWAY CENTER SUTE 00, NEWARK. 3 arc: 973877 6984 | INFOSMURPHYLLP.COM a SSE PLAZA 10 FLOR ST YORK 1000 NEW JERSEY DEPARTMENT OF THE TREASURY DIVISION OF REVENUE AND ENTERPRISE SERVICES CERTIFICATE OF FORMATION 101 NORTH GROVE LLC 0450770666 The above-named DOMESTIC LIMITED LIABILITY COMPANY vas duly filed in accordance with New Jersey State Law on 02/17/2022 and was assigned identification number 0450770666. Following are the articles that constitute its original certificate. 1. Name: 2. Registered Agent: 3. Registered Office: 4. Business Purpose: FRoPRTY Ent 5. Effective Date of this Filing is: Garson 6. Members/Managers: 7. Main Business Address: BRST ORANGE, NEW JERSEY 07017 Signatures: SomHoRTzeD REERESENTATIVE IN TESTIMONY WHEREOF, ave CRP affned my Offical Seal fo 5 a 2 17th day of February, 2022 (3 Bret : (& Bi? © Hi= J) Ani UE ‘_ Elizabeth Maher Muoio = Se Teaser an PN. S— Page 10f 1