13 Porter Site Plan Updated rcd 9 1 2026

- MWFRS Wind Pressure, p=15.0 psf 16. INSTALL FIREBLOCKING BETWEEN FLOORS, IN CONCEALED SPACES OF WALLS, FURRED OUT SPACES, SOFFITS, BETWEEN STAIR STRINGERS AT TOP AND BOTTOM, AT THROUGH FLOOR PENETRATIONS AROUND VENTS, PIPES, SEISMIC DESIGN: DUCTS, CABLES AND WIRES. - Category B 17. CEILING RECESSED LIGHT FIXTURES DIRECTLY BENEATH THE UNCONDITIONED SPACES SHALL BE GASKETED OR SEALED BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING TO LIMIT AIR LEAKAGE BETWEEN BLOCK 175.24, LOT 3 CARBON MONOXIDE DETECTORS CONDITIONED AND UNCONDITIONED SPACES. AIR LEAKAGE RATE SHALL NOT EXCEED THREE AIR CHANGES PER

NOT EXCEED THREE AIR CHANGES PER RHODE RESIDENCE 3 GENERAL FRAMING NOTES HOUR AND SHALL BE TESTED AS DIRECTED BY THE LOCAL CODE OFFICIAL. 18. INSTALL FOIL OR PAPER FACED BATT INSULATION IN FURRING CAVITY AT BASEMENT LEVEL EXTERIOR PROPOSED RESIDENTIAL ADDITION 13 PORTER ROAD 1. LUMBER AND ITS FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION PERIMETER WALLS. INSTALL EITHER INTEGRATED FOIL FACED INSULATION OR ONE OF THE FOLLOWING INSTALL BATTERY OPERATED OR AC HARDWIRED CARBON MONOXIDE

STALL BATTERY OPERATED OR AC HARDWIRED CARBON MONOXIDE MATERIALS TO PROTECT NON FACED THERMAL INSULATION AT CRAWL SPACES: POLYETHYLENE SHEET, METAL REC. BY THE N.L.M.A. AND CODE STANDARDS LISTED ABOVE. DETECTOR IN EVERY HALLWAY OUTSIDE OF BEDROOM SHEET, MOISTURE RESISTANT GYPSUM BOARD WITH SEALED JOINTS. 2. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER. LUMBER EXPOSED OR IN CONTACT WITH THE GROUND SHALL BE 0.60 PRESSURE TREATED. 3. ALL SHEATHING AND SUBFLOORING SHALL BE EXTERIOR GRADE PLYSCORE TYPE C-D (DOUGLAS FIR PLYWOOD). ALL SUBFLOORS AND DECKING SHALL BE INSTALLED WITH SMOKE DETECTORS 4. RESIN COATED NAILS ('COOLERS') OR SCREWS. SET ALL JOISTS AND BEAMS WITH THE NATURAL CAMBER UP. ENDS LAPPED OVER

FINISH NOTES BEARING EVERY FOURTH JOIST. 5. PROVIDE 5/4" x 3" WOOD CROSS BRIDGING AT A MAXIMUM OF 8'-0" O.C. AND SOLID 1. ALL INTERIOR WALLS AND CEILINGS TO RECEIVE 1/2" SHEETROCK, TAPED AND SPACKLED AND SANDED, PROVIDE HARDWIRED SMOKE DETECTORS: BRIDGING AT JOIST ENDS (OR SIMPSON METAL STRAP BRIDGING - AS SPECIFIED). READY FOR PAINT. USE METAL CORNER BEADS AT NON-TRIMMED WINDOW OPENINGS AND AT CORNERS - ONE IN EACH BEDROOM 6. ANCHORS SILL PLATES WITH 1/2" DIA. HOOKED BOLTS 1'-6" LONG, EMBEDDED 7" MIN. INTO OF ALL WALLS AND DROPPED HEADERS. - ONE DIRECTLY OUTSIDE IN EACH HALLWAY FOUNDATION WALL, SPACED AT 3'-0" O.C. AND 12" FROM CORNERS AND ENDS OF EACH 2. BATHROOMS TO RECEIVE 1/2" WATER RESISTANT SHEETROCK AND 1/2" DUROCK IN TUB AND SHOWER - ONE IN ENTRY FOYER SECTION OF PLATE/SILL MAXIMUM, OR HURRICANE STRAPS (AS NOTED) - INSTALL AS PER

SECTION OF PLATE/SILL MAXIMUM, OR HURRICANE STRAPS (AS NOTED) - INSTALL AS PER COMPARTMENTS WITH FULL TILE ON SURROUNDING WALLS. TILE FLOOR AND BASE THROUGHOUT. 8/31/2026 11:35:04 AM - ONE IN BASEMENT I.R.B.C. 2021. 3. ALL TRIMWORK SHALL BE PAINT GRADE LUMBER (COORDINATE W/ OWNERS). - SMOKE DETECTORS TO BE HARDWIRED IN SUCH WAY THAT THE 7. FRAME ALL OPENINGS LARGER THAT 16' WITH DOUBLE HEADERS AND TRIMMERS. DOUBLE 4. ALL FINISHED FLOORING MATERIAL SHALL BE SELECTED BY THE OWNER (S.B.O.) UNLESS NOTED OTHERWISE. ACTIVATION OF ONE DEVICE WILL ACTIVATE ALL ALARMS JOIST UNDER PARTITIONS PARALLEL TO JOISTS. 5. ALL PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNER UNLESS NOTED OTHERWISE. - SMOKE ALARMS TO HAVE BATTERY BACKUP 8. PROVIDE HEADERS FOR OPENINGS IN FRAM WALLS AS FLOOWS: 2 FOR OPENINGS FROM: 0'-0" TO 2'-0" USE (2) 2" x

PENINGS FROM: 0'-0" TO 2'-0" USE (2) 2" x 4" 2'-0" TO 3'-0" USE (2) 2" x 6" 3'-0" TO 5'-0" 5'-0" TO 7'-0" USE (2) 2" x 8" USE (2) 2" x 10" ABBREVIATIONS FLAME SPREAD AND SMOKE 7'-0" TO 8'-0" USE (2) 2" x 12" 9. WOOD STAIRS SHALL BE CONSTRUCTED AS FOLLOWS: DENSITY STRINGERS: CLEAR SOUFTWOOD WITH A MINIMUM EFFECTIVE DEPTH OF 3'-2" T.M.E. - TO MATCH EXISTING DWG - DRAWING TREADS: HARDWOOD FOR FINSHED STAIRS - SOFTWOOD FOR BASEMENT GENERAL NOTES

D STAIRS - SOFTWOOD FOR BASEMENT GENERAL NOTES STAIRS (9: MINIMUM WITH 1" NOSING) V.I.F. - VERIFY IN FIELD W,W,M. - WELDED WIRE MESH RISERS: SOFTWOOD (8 1/4" MAXIMUM) - NOT REQUIRED ON BASEMENT STAIRS 10. ALL MULTIPLE MICRO-LAM GIRDERS SHALL BE GLUED WITH CONSTRUCTION ADHESIVE AND S.B.O. - SELECTED BY OWNER EL. - ELEVATION ALL WALL AND CEILING FINISHES SHALL BE TESTED IN SCREWED TOGETHER WITH A MINIMUM OF 2 ROWS OF 2 1/2" FRAMING SCREWS AT 12" O.C. ACCORDANCE WITH NFPA 286 OR HAVE SMOKE 11. ALL JOISTS FRAMING INTO FLUSH GIRDERS SHALL BE SECURED WITH GALVANIZED METAL M.O. - MASONRY OPENING P.T. - PRESSURE TREATED Drawn By: AJG Checked By: FC3 DEVELOPED INDEX NOT GREATER THAN 450 AND FLAME JOIST HANGERS, INSTALLED AS PER MANUFACTURER'S SPECIFICATION. SPREAD CLASSIFICATION NOT GREATER THAN 200 12. ALL WOOD FRAMING SHALL BE INSTALLED AND FASTENED IN ACCORDANCE WITH THE 2021 R.O. - ROOF OPENING T.O. - TOP OF ACCORDING TO ASTM E84 BUILDING CODE, NEW JERSEY EDITION, SECTION 602.3 TALBES 1-4. ALL WALLS SHALL BE

BUILDING CODE, NEW JERSEY EDITION, SECTION 602.3 TALBES 1-4. ALL WALLS SHALL BE BRACED IN ACCORDANCE WITH SECTION 602.10.5 'CONTINUOUS STRUCTURAL PANEL A.F.F. - ABOVE FINISHED FLOOR I.P. - IRON PIPE G-100 26-052 G-100 SHEATHING' OF THE 2021 INTERNATIONAL BUILDING CODE, NEW JERSEY EDITION. T.M. - TAX MAP F.M. - FILED MAP 1 26-052 08-31-2026 © F E D C B A

ARCHITECT OF RECORD: FC3 ARCHITECTURE+DESIGN, LLC EXISTING SURVEY BY OTHERS PROPOSED ADDITION SETBACK NJ CERT. OF AUTHORIZ. #AC-58100 FRANK CUNHA III, AIA, NCARB REGISTERED ARCHITECT NEW JERSEY #16411 FC3 PROJECT NO. 26-NJ-052 6 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF

BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW AND CURRENT STATUTES. Consultant: Aaron Gonzales, PhD 5 REV. # 4 WEST ORANGE , NJ 07072 BLOCK 175.24, LOT 3 RHODE RESIDENCE 3 PROPOSED RESIDENTIAL ADDITION 13 PORTER ROAD 8/31/2026 11:35:51 AM 2 SURVEY/SITE PLAN Drawn By: AJG Checked By: FC3 S-100 26-052