13 Porter Site Plan Updated rcd 9 1 2026

2. ALL EXISTING EQUIMENT TO REMAIN SHALL BE PROTECTED DURING RHODE RESIDENCE 3 DEMOLITION AND CONSTRUCTION WORK. ANY DAMAGES WHICH MAY OCCUR TO EXISTING FINISHES, EQUIPMENT, OR BUILDING STRUCTURE SHALL BE PROPOSED RESIDENTIAL ADDITION 13 PORTER ROAD REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 3. ANY CUTS AND PENETRATIONS IN EXISTING WORK REQUIRED TO

3. ANY CUTS AND PENETRATIONS IN EXISTING WORK REQUIRED TO ACCOMPLISH NEW WORK SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND SHALL BE DONE NEATLY AND WITHOUT DISTURBANCE TO ADJACENT WORK TO REMAIN. 4. REMOVE AND DISCARD ALL DEMOLISHED ITEMS FROM THE PREMISES AND DISPOSE OF SUCH ITEMS LEGALLY. 5. DO NOT SCALE DRAWINGS. 6. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL EXISTING WORK DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL

IONS PRIOR TO SUBMITTING BIDS AND SHALL REPORT TO ARCHITECT ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF WORK. 7. ALL BUILDING DEPARTMENT PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. 8. REMOVE AND ABANDON ANY/OR UNNECESSRY PIPING DISCOVERED DURING 8/31/2026 11:39:18 AM DEMOLITION. THERE SHALL BE NO DEAD-ENDS GREATER THAN 24 INCHES IN ANY PIPING SYSTEM. 9. DURING DEMOLITION ANY DAMAGES DISCOVERED IN EXISTING PIPING TO 2

G PIPING TO 2 REMAIN SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND/OR ARCHITECT. 10. ALL EXISTING PIPING AND APPURTENANCES TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION. ANY DAMAGES INCURRED SHALL BE REPAIRED OR REPLACED AT NO COST BY THE CONTRACTOR. 11. REMOVE RUBBISH FROM PREMISES AND SITE AT THE END OF EACH WORK DAY AS DIRECTED AND DISPOSE OF LEGALLY AND ALL AREAS ARE TO BE LEFT BROOM SWEPT. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING

12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING WITH ALL UTILITY BASEMENT & MAIN COMPANIES FOR CUT OFF SERVICES (ELECTRIC, WATER, GAS, FIRE SERVICE, TELEPHONE, ETC.) LEVEL - DEMO PLAN 13. ALL OUTLETS, SWITCHES, WIRING, LIGHT FIXTURES, ETC. IN EXISTING WALLS OR CEILINGS BEING REMOVED SHALL BE DISCONNECTED AND REMOVED BY A LICENSED ELECTRICAL CONTRACTOR. Drawn By: AJG Checked By: FC3 14. THE CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS

14. THE CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING CODE OR ANY OTHER CODE HAVING JURISDICTION FOR DEMOLITION. AD-100 26-052 AD-100 1 1/4" = 1'-0" 26-052 08-31-2026 © F E D C B A

ARCHITECT OF RECORD: FC3 ARCHITECTURE+DESIGN, LLC NJ CERT. OF AUTHORIZ. #AC-58100 22'-3" 12" CMU CORE-FILLED WALL SCHEDULE FOUNDATION WALL

FOUNDATION WALL 4'-0" 18'-3" W/ 1-#4 VERT. REBAR EXISTING WALL CONSTRUCTION. TYP. 2x4 WOOD CONSTRUCTION (V.I.F.) 4' O.C. 2' FROM EDGE ON A 2' x 1' CONT. NEW INTERIOR 2x4 WOOD STUD PARTITION @ 16" O.C. W/ ONE LAYER 1/2" 36x18 SLIDER CONC. FOOTING

(MIN. 3500 PSI) W/ PROPOSED BASEMENT LEVEL SQUARE FOOT: GYP. BD. EACH SIDE. USE WATER RESISTANT GYP. BD. AT ALL WET AREAS USE CEMENTITIOUS BACKER BD. AT ALL SHOWERS / TUBS. 2-#4 REBAR HORIZ. 1. 22'-3" x 9'-0" = 200 S.F. GFI GFI GFI REFER TO SECTION

GFI REFER TO SECTION NO. 3 THIS PAGE NEW EXTERIOR WALL CONSTRUCTION: 8" CMU, CORE-FILLED BASEMENT WALL 2x10 FLOOR JOISTS 2x10 FLOOR JOISTS FRANK CUNHA III, AIA, NCARB @ 16" O.C.