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Brondmo
Glenn Goldsmith,PZ?.sident �o��g�FFO(k�OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • o!� Southold,NY 11971 Joseph Finora l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: ivyv-2102,6 Completed in field by: =�?4 ,,� Margot Coffe on behalf of NINA ALICE BRONDMO requests a Wetland Permit to demolish existing garage, main entry stairs to dwelling, and remove portions of existing driveway; construct additions onto the existing 999sq.ft. one-story dwelling with a side entry platform and steps consisting of a 960sq.ft. one-story addition that includes a 10'x11' front entry terrace on a slab foundation; remove existing 529sq.ft. seaward deck and construct a 605sq.ft. tiered wood deck with steps; existing walkways and 59sq.ft. sauna with roof overhang to remain; abandon existing septic system and install an I/A OWTS sanitary system landward of dwelling; and reconfigure existing gravel driveway. Located: 510 Trumans Path, East Marion. SCTM# 1000-31-12-1 Type of.area to be impacted: Saltwater Wetland t/Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: /Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: r Yes No Not Applicable Info need e /Modifications/Conditions/Etc.: 'x2VI�YNa ro � ✓ Present Were: V G. G dsmith N. Krupsk� E. Sepenoski L. Gillooly J. Finora NOTES 510 TRUMANS PATH DRAWING ISSUE EAST MARION , NY 11939 SHEET LIST NO. DATE ISSUED FOR Sheet Number Sheet Name 1 4/21/2026 TRUSTEES APPLICATION SCTM# 1 000-031 .00- 1 2.00-001 .000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 2 T-000.00 COVER SHEET 3 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 4 SITE PLAN FOR: 510 TRUMAINS PATH, EAST MARION, NY 11939 WILL COMPLY WITH 2O20 NYS RBC&2018 IBC REQUIREMENTS,AND THE BEST TRADE PRACTICES. T-001.00 GENERAL NOTES 5 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE T-002.00 GENERAL STRUCTURAL NOTES 6 STM (1000-31-12-1) R-40 RESIDENTIAL ZONE [LOW DENSITY RESIDENTIAL] SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7 WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS A-000.00 PROPOSED SITE PLAN 8 SOUTHOLD, SUFFOLK COUNTY, NY EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR A-001.00 PROPOSED STORMWATER MANAGEMENT PLAN DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE: 9 CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL A-101.00 PROPOSED GROUND FLOOR PLAN 10 SITE PLAN BASED ON A SURVEY BY KENNETH M. WOYCHUK LAND SURVEYING, 6/13/2025 CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE A-100.00 PROPOSED BASEMENT FLOOR PLAN 11 ARCHITECT. 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE A-200.00 PROPOSED EXTERIOR ELEVATIONS 12 INFORMATION ALLOWED EXISTING PROPOSED PROJECT SITE WITH THE OWNER AND ARCHITECT.THE PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS DRAWING REVISIONS UPLAND LOT AREA - 47,583 SF - DONE IN ACCORDANCE WITH THE APPROVED PLANS. NO. DATE REVISION 4. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF LOT AREA TOTAL - 50,510.48 SF - INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES 1 REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. 2 LOT DEPTH (FT) - 310.0 FT - 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE 3 CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED) 4 LOT WIDTH (FT) - 243.07 FT - THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY 5 LOT AREA BUILDABLE - 17,1 15.31 SF - CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY,TOOLS, 6 SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY 7 MIN. FRONT YARD (FT.) 50'-0" 139'-4" 125'-3" AND TO PREVENT CONTACT WITH PUBLIC. g Cn 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND Y MIN. SIDE YARD (FT.) 15'-0" 35'-0" 25'-4" 43'-4" PROPERTY AND PROTECT THE SAME FROM INJURY 10 MIN. REAR YARD (FT.) 100'-0" 76'-4" 91'-3" ADJACENT TO SITE. 11 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGEID 12 W MIN. ACCESSORY SIDE YARD 15'-0" - _ AS A RESULT OF CONSTRUCTION FOR THIS WORK. N 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT' THIS APPLICATION IS APPROVED ONLY FOR WORK MIN. ACCESSORY REAR YARD 15'-0" - _ ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL COMPLETION. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ALLOWABLE COVERAGE (20%) 3,423 SF - _ 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION) TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ACCORDANCE WITH APPLICABLE CODES. TOTAL EXISTING COVERAGE - 2,011 SF - 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MAIN HOUSE 999 SF MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND GARAGE INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE 307 SF CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR TIERED WOOD DECK & STEPS DURING THE EXECUTION OF THE WORK. Designer: 529 SF 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED) SAUNA ROOF W/ OVERIHANG FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING ELECTRICAL ETC.). 59 SF 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS I SAAC - RA E WOOD WALKWAYS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGNa- 117 SF OFFS. 430 MAIN STREET 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OFF GREENPORT, NY 11934 THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLET-E TOTAL PROPOSED COVERAGE - - 2740 SF THE JOB. T. 347-276-6093 E. clay@isaac-rae.com 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY MAIN HOUSE 999 SF CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE Applicant of Record: PROPOSED ADDITION 960 SF OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE TIERED WOOD DECK & STEPS 605 SF CONTRACTOR TO THE OWNER. SAUNA ROOF W/ OVERHANG 59 caF 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF SKILL, QUALITY AND COMPLETENESS. WOOD WALKWAYS 117 SF 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M. MONDAY THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. LOCATION MAP (NOT TO SCALE) 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT • 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM LINES. ,, �;y_ "__r-- ..._,_.- ."•- �� �` SITE PROTECTION PLAN: SYMBOL LEGEND �;. ,r r,-a ♦YV t�.".q' y,i•iq�,. BY yr•SI 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 1 SECTION NUMBER DOOR NUMBER 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED) s1 - SHEET NUMBER T - (SEE DOOR SCHEDULE) ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT BE STRICTLY OBSERVED. TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF i - DETAIL INDICATOR 1 WINDOW NUMBER WITHOUT THE EXPLICIT WRITTEN PERMISSION OF DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY (SEE WINDOW SCHEDULE) ISAAC-RAE LLC FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. ai 510 TRUMANS PATH 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT `� T MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. 1 _ DETAIL NUMBER --- - COLUMN NUMBER Project: ,_.s,, 1 / S1 SHEET NUMBER 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING _ _ Tru m a n s Path MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL �r BE STRICTLY OBSERVED. ; It 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR I i_ DETAILCL011DMARKER 0- REVISION CLOUD MARKER 510 Trumans Path, East Marion NY 11939 CONTRACTED WORKERS - - ����ffff 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT +0.0 ________ _ LINE INDICATING Project No.: FEDERAL HOLIDAYS _ LEVEL INDICATION OBJECTS ABOVE � 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR +0.0 Noce:[0'-0"]-+ IR-02 ' t3 LINE INDICATING w A OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED - OBJECTS BELOW THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS Seal/Signature: TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN& SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS a - WALL TYPE A - CABINET MARKER N ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH rs DISRUPTION. R�,G At? ,y G Y CO V .(ABBREVIATIONS � I AFF ABOVE FINISHED FLOOR CCL CLOSET EL. ELEVATION B.O. BY OTHERS/OWNERS LAM. LAMINATE N.I.C. NOT IN CONTRACT N.A. RETURN AIR TEL. TELEPHONE A.P. ACCESS PANEL CCOL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED '� 3976� �O4 ACOU_S. ACOUSTICAL CCONC. CONCRETE EQ. EQUAL GRL. GRILLE MATL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. _ TYPICAL F OF NEB ADJ. ADJACENT CCONST. CONSTRUCTION EQPT. EQUIPMENT GFI. GROUND FAULT INTER. MAX. MAXIMUM OPNG. OPENING SCHED. SCHEDULE U.O.N. UNLESS OTHERWISE NOTED A/C AIR CONDITIONING CCONT. CONTINUOUS EXIST. EXISTING GWB. GYPSUM WALL BOARD MECH. MECHANICAL OPPJOPH OPPOSITE/OPPOSITE HAND SECT. SECTION V.I.F. VERIFY IN FIELD AL_ ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET VTNCT VINYL COMPOSITE TILE APPROX. APPROXIMATE DIM. DIMENSION FIN. FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION Sim. SIMILAR W/ _ J WITH Y ARCH. ARCHITECTURAL ARCHITECTURAL CDR. DOOR FIN. FL. FINISH FLOOR HVAC. HEATING VENTING &A/C MISC. MISCELLANEOUS PL. PLASTER Sc. SOLID CORE 'VIV/0 WITHOUT BLKG. BLOCKING DBL. DOUBLE FPRF. FIREPROOF HM. HOLLOW METAL MLDG. MOLDING PLYWOOD PLY SQ.FOOT/SFT SQUARE FOOT VIVD. WOOD Date: Scale: -----"` AS NOTED CLG. CEILING IDN. DOWN S.C. POS. POINT S.ST C H. CEILING HEIGHT DWG. DRAWING FL. FLOOR LOSING NORIZ. HORIZONTAL _ _ MUL. MULLION QTY. QUANTITY STD. . STAINLESS STANDARD STEEL ` ':f��`^ j: Drawing Title: _ ' ° I COVER SHEET CL. _ CENTERLINE EA. EACH FLUOR. FLUORESCENT INSUL. - _. INSULATION NOM. NOMINAL. REC. RECESSED STL. STEEL -- -- - N C.T. - . _ CERAMIC TILE ELEC.W�___ELECTRICAL FT. FOOT/FEET JB. JUNCTION BOX _ __ __ N.A. NOT ........ _ _._-._-..._....._...�..............._........._.__.,._ � _. _ ....._.._. _,� ._ d. _..._...... N Sou)hoId own Drawing No.: CO N Board of Trustees O -- N T v i NOTES GENERAL NOTES : BASED ON THE 2025 NYS RESIDENTIAL CODE AND 2025 NYS ENERGY CODE DRAWING ISSUE NO. DATE ISSUED FOR CONSTRUCTION NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS 1 4/21/2026 TRUSTEES APPLICATION 2 1. RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION B BUSINESS 3 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO NAIL 4 RELATED TO BASIC DESIGN INTENT AND FRAMING DETAILS.THEY ARE INTENDED TABLE 3.4. WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP,THE NUMBER OF 10D JOINT DESCRIPTION NAIL QTY. SPACING NOTES BUILDING USE RETAIUOFFICE 5 AS A CONSTRUCTION AID , NOT A SUBSTITUTE FOR GENERALLY ACCEPTED COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED BUILDING HEIGHT (SEE ELEVATIONS) 6 GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE NUMBER OF 8D NAILS IN THE STRAP. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TOP PLATE 10'WALL:44-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 7 PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE 2, RAFTER-TO-WALL ASSEMBLY: 8 A PROFESSIONALLY FINISHED, STRUCTURALLY SOUND AND A WEATHERPROOF CEILING JOIST 8'WALL:3� 8d COMMON EACH DESIGN CRITERIA THE 2025 INTERNATIONAL RESIDENTIAL CODE w/2025 NEW YORK STATE SUPPLEMENT: LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR TRUSS TO TOP TOE-NAIL 9 COMPLETED PRODUCT. PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE TO TOP PLATE 10'WALL:44-8d COMMON JOIST 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 10 AND CONSTRUCTION MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 11 CODES, ORDINANCES AND REGULATIIONS, ETC. THESE CODES ARE TO BE THE WALL TOP PLATE SHALL BE ATTACHED TO THE TO THE WALL STUD WITH UPLIFT PARALLEL RAFTER WFCM -SBC LAP NAIL (LIVE LOADS PSF) (DEAD LOADS PSF) CONNECTIONS. ROOFS OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED 12 CONSIDERED AS PART OF THE SPECIIFICATIONS FOR THIS BUILDING AND WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3C. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE BALCONIES 50 10 SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVER PARTITION WFCM -SBC LAP NAIL DECKS 40 10 DRAWING REVISIONS 3. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT 3. WALL-TO-WALL ASSEMBLY: SCALE DRAWINGS). WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS W/O STORAGE 20 5 NO. DATE REVISION 4. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION CONNECTIONS IN ACCORDANCE WITH TABLE 3.36. WHEN WALL STUDS ABOVE DO NOT FALL IN TO RAFTER WFCM -SBC END NAIL ATTICS w/STORAGE 20 10 1 AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. BLOCKING 2-8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 15 2 TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 10 3 AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES 4. WALL ASSEMBLY TO FOUNDATION: _.._.- 4 FOR A SPECIFIC USE EXPRESSED OFF IMPLIED IN THE USE OF THESE PLANS. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE,OR BOTTOM PLATE RIM BOARD 2- 16d COMMON EACH END ROOMS (SLEEPING) 30 10 5. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN TO RAFTER END NAIL 5 CONCRETE FOUNDATION AND SLAB-ON-GRADE 15 INCHES IN MASONRY BLOCK FOUNDATIONS OR ------ - -. .-_. __� - - - ------ STAIRS 100 10 6 INSURE THAT MASONRY OR PREFABRA TED C U S S O THE GENERAL CONTRACTOR IS TOE SO C 6. G C WALL FRAMING: LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B. WHEN STEEL STRAPS _ _ ________ __ 7 FIREPLACES MEETS OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND �..-_... __r....,r_...=........v.-.,_�n......m.-. .._..x=.�z..,., _ .,_:... .-_. _. _...... 200 ARE LAPPED UNDER THE BOTTOM PLATE 3 INCH SQUARE WASHES SHALL BE USED WITH THE GAURDRAILS (ANY DIRECTION) APPLICABLE CODES. � NAIL --------------------------------------------------- 8 7. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT- ANCHOR BOLTS. ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE JOINT DESCRIPTION MAIL QTY. SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT. C) 9 IN ITEMS SUCH AS BOOKCASES, SHEILVING, PANTRY, CLOSETS,TRIMS, ETC. 3.2A. IN ADDITION TO SPACING, ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM ----- ---"- -- - - -- ------- -- - - - - -------- --- -- - - - - - ---- ---------------- THE END OF A SILL PLATE AND ALL TOP PLATE TO PER FACE NAIL _ 10 8. 130 MPH WIND LOAD REQUIREMENTS;SHALL BE TAKEN INTO ACCOUNT DURING 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 11 CONSTRUCTION. TOP PLATE FOOT SEE NOTE: 1 (ROOF- FOUNDATION) DETAIL PAGE &GENERAL NOTE PAGE TYPE I EXTERIOR SHEARWALLCONNECTIONS: - "-"5. :...��----___x.--R.:.a.:._._... ..�.:n..._..,..:.:__..:...-:_:..__:._............:.............-_m-...._. 12 TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 7/16 INCH WOOD STRUCTURAL PANEL ON THE TOP PLATES AT 4- land COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE EXTERIOR ATTACHED WITH 8D COMMON NAILS AT 6"O.C.AT THE PANEL EDGES AND 12"O.C. IN INTERSECTIONS EA. SIDE NAIL THIS APPLICATION IS APPROVED ONLY FOR W _ ---- ORK THE FIELD, AND 1/2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 5D COOLER STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL NAILS AT 7"O.C. AT PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE STUD 2- 16d COMMON O.C. NAIL - - -- -- - -------- -- ------- -- - - - -- -- --- -------- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR - -------------------------------------------- ------- LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15A-B. - -- - - -- -- - FIRE PROTECTION Sym.: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN HEADER TO 16d COMMON (SMOKE & CO2 DETECTORS)16"O.C. FACE SEE FLOOR PLANS ACCORDANCE WITH APPLICABLE CODES. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: HEADER _ ALONG EDGES NAIL --- ------ --- - TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15A-B TIMES THE TOP OR BOTTOM 2- 1 En"d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. PLATE TO STUD 3- 163d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 7. INTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FACE NAIL FOUNDATION NOTES ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE FLOOR JOIST, BAND JOIST, 2- 16d PER SEE NOTE: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA (COMMON FOOT 1,2 Designer: INCREASED WHEN INTERIOR SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE END JOIST OR BLOCKING _ IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY -__-_._.,_� GROUND WIND SEISMIC FROST WINTER ICESHIELD ISAAC - RA E FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT� FLOOD 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: � HAZARDS DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S) HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN JOINT DESCRIPTION NAIL QTY. NAIL NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 430 MAIN STREET ABOVE TYPICAL GRADE. ACCORDANCE WITH TABLE 3.5.WINDOW SILL PLATES SHALL BE HAVE STEEL CONNECTORS IN SPACING j MODERATE SLIGHT TO IGREENPORT, NY 11934 2. ALL FOOTINGS TO REST ON UNDISTUJRBED (VIRGIN) SOIL. ACCORDANCE WITH TABLE 3.5 JOIST TO: PER TOE 20 LBS. 130 B SEVERE 3 FT. 11 YES NONE 3. PROVIDE 1/2" EXPANSION JOINT MATIERIAL BETWEEN CONCRETE SLABS AND 4 83d COMMON NAIL TO HEAVY MODERATE T. 347-276-6093 E. clay@isaac-rae.com ABUTTING CONCRETE OR MASONRY WALLS OCCURING IN EXTERIOR OR SILL,TOP PLATE OR GIRDER JOIST y UNHEATED INTERIOR AREAS. 9. CATHEDRAL CEILING ASSEMBLY: EACH TOE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE BRIDGING TO JOIST 2 -83d COMMON NAIL NOTE:CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000#CAPACITY 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED END Applicant of Record: STRUCTURE SHALL BE INSTALLED WITH#5 RE-BAR, 18" LONG AT 12"O.C.. USE TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO EACH TOE APPROVED EPDXY FOR INSTALLATION. THE RIDGE AND WALL SHALL BE BE ATTACHED WITH THE ABOVE REQUIREMENTS. BLOCKING TO JOIST 2-&d COMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 5. UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE TO BE 4,000 P.S.I.. CONCRETE TO BE POURED ON 4 INCH THICK SAND OR GRAVEL FILL WITH 6X6 WIRE MESH BLOCKING TO: EACH TOE REINFORCING. INTERIOR SLABS TO BE MINIMUM 3-1/2 INCH THICK. ALL FILL TO BE INSULATION NOTES SILL OR TOP PLATE 3- 1 Sd COMMON BLOCK NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE COMPACTED TO 95%RELATIVE DENSITY WITH 6" MAXIMUM LIFTS (LAYERS). _ __ SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 6. CRAWL SPACES TO BE PROVIDED WIITH A MINIMUM 18"X24"ACCESS OPENING. LEDGER STRIP TO BEAM 3 - 1El COMMON EACH FACE INSTALL ONE 8X16 CAST IRON FOUNDATION VENT FOR EVERY 150 SQ. FT.OF AREA. 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE JOIST NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 7. DAMPPROOF EXTERIOR OF FOUNDA-TION WITH BITUMINOUS COATING AS 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING PER TOE SEE NOTES: 1 ( BOTH FIELDS) REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE.A 6-MIL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER JOIST ON LEDGER TO BEAM 3-&d COMMON NAIL INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER JOIST EXTERIOR WALLS PRIOR TO BACKFILLING. 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER PER END GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO JOIST 3- 16d COMMON JOIST NAIL 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL ROOF SHEATHING NOTES RECOMENED INSULATION AS FOLLOWS SILL OR TOP PLATE FOOT SEE NOTE: 1 • VAULTED CEILINGS :4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. ROOF SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. WITH ROCKWOOL R23 5-1/2"for total of R49 • WALLS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL QTY. NAIL SPACING 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE FRAMING NOTES FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. WITH ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRED SHALL BE USED. ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 AS PER TABLE 3.8 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 STRUCTURAL PANEL 10d WFCM-SBC ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 1 1 G>0.49. FOR FRAMING MEMBERS WITH <0.42<G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 6 INCHES O.C. INFORMATION YOU AGREE NOT INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF 3. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING TO RAFTER/TRUSS FRAMING MEMBERS WITH G>0.49. FOR TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, STATE 2017 UNIFORM CODE SUPPLEMENT. FRAMING MEMBERS WITH 0.42<G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 3 INCHES O.C. WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2,OR BETTER, CEILING SHEATHING: ISAAC-RAE LLC UNLESS OTHERWISE NOTED ON THE PLANS PLUMBING NOTES 3. FLOORS,WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. - JOINT DESCRIPTION NAIL QTY. NAIL SPACING UNLESS NOTED Project: 4. UNLESS OTHERWISE NOTED , ALL DEARING WALL HEADERS TO BE (2) 2X10#2+ 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. 7" O.C. EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: r m BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL GYPSUM WALLBOARD 5d COOLERS T 1 U 1 1 1 a n S Path LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK RESIDENTIAL CONSTRUCTION CODE,AND SHALL MEET PERMIT. K COUNTY HEALTH 10' O.C . FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE DEPARTMENT REQUIREMENTS AS STATED ON SEPTIC PERMIT. SHEATHING LOCATION NOTES STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 510 TCUmans Path, East Marion NY 11939 WINDOW SILLS SHALL ALSO HAVE (2,) WINDOW SILL PLATES FOR 2X4 WALL WALL SHEATHING: - - - - 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH ------ __--_-"-�-----�--�-- - ---- - " =- - " ="=---=----------•--�==- SEE NOTES. 1 3 (BOTH FIELDS) PROVIDE FIRE AND BLOCKING '0A2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD OPENINGS BETWEEN 4'1 AND 6'0 AN DEPARTMENT APPROVAL. WHERE APPLICABLE. JOINT DESCRIPTION NAIL QTY. NAIL SPACING ---" - -- - - 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED 3. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY - - - ---- - INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Project No.: HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. PLUMBING RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AS PER TABLE 3.9. .,. _.. _ - xf��rcrs - - �-�a IR-02 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR STRUCTURAL PANELS 8d COMMON JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL AND SECURE THE STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S WFCM -SBC BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED - _ -- Seal/Signature: 7/16"OSB PLYWOOD 6d COMMON 3"O.C. EDGE WALL SHEATHING NOTES 7. 7). PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) 6"O.C. FIELD OTHERWISE AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS NOTED (TYPICAL). - - --- - - - - ._ 7" O.C. EDGE 8. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING HVAC SYSTEM NOTES GYPSUM WALLBOARD 5d COOLERS 10"O.C . FIELD 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE INFLOOR JOISTS UNDER ALL BEARING WALLS. n._:....... ....,........__--_.__.,.,._....._...,..._._......__......... ._...__...,�....._.......... .__..,...._...._,....,...................__,..,__.,....._........._......._.........._.......__...._.._..._.........._.._:...:...:_........-._.... USED. - - -9. PROVIDE INSULATION BAFFLES AT EiAVE VENTS BETWEEN RAFTERS. INSTALL FLOOR SHEATHING: 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G>0.49. FOR � C THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O G 42 WITH 0. < <, . . ,D� DRAFT BLOCKING AS NEEDED. 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHEARING TO ALL FRAMING MEMBERS �R P 10. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" APPLICABLE CODES AND SAFETY REQUIREMENTS. MANUAL J D S GUIDE LINES TO BE JOINT DESCRIPTION NAIL QTY. NAIL SPACING 3. FOR EXTERIOR PANEL SIDING, GALVINIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. \ G Y C �� THICK,4-PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO FOLLOW. ALL DUCTS TO BE SEALED AND INSULATED BLOWER DOOR TEST TO BE - 4. PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING @ 10'0 MAXIMUM DISTANCE FOR NON ACCESIBLE AREAS. (� G S y p COVER OVER PLATES AND HEADERS. PERFORMED AS REQUIRED. "`S },-= `-'�--.____._..___.w_..___. _�_._._..-.,.,_ -.. _.. _.._-,_..u__....,..,....__.�,..:.,..... _ .,..,.._,_,...d.....�.,..,,..,:. 5. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. �4 Q�' �, �•� STRUCTURAL PANELS 8d COMMON 6' O.C. EDGE 6. INSTALL 1 -CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. -c 11. UNLESS OTHERWISE NOTED USE 3/4.'THICK T&G PTS FIR OR ADVANTECH 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND 1 OR LESS 12"O.C. FIELD PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR REQUIREMENTS WITH THE MANUFACTURER. - �r JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT FIREBLOCKING NOTES �r. �= MANUFACTURE'S INSTRUCTIONS. IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL 1 (� h t`a 'ox : 12. ALL BATHROOM WALLS TO HAVE 5/8"'THICK MOISTURE-RESISTANT SHEETROCK. 1 E k-P 1 3976� ►__ 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET NOTES AS REQUIRED BY CURRENT IBC 2025&2025 NYS RESIDENTIAL CODE- FIREBLOCKING REQUIRED �I / F OF Nrc�t`� ROCK AND TO MEET ANSI/UL 263 AND DESIGN NO. U349 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO V� 14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL APR 2 2 2026 HENRY BLUE SKIN OR APPROVED EQUAL. ELECTRICAL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 15. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS NOTES ONLY. I 16. ALL SILL PLATES AND WOOD IN CON7rACT WITH CONCRETE TO BE PRESSURE 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR Soutr7cldTovm TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. Fnqrr' TEX TERMITE SHIELD OR APPROVED EQUAL. ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"ON- BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING Date: Scale: 1. ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES. CON. CODE CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PARALLEL ROWS OF STUDS OR STAGGERED STUDS. As NOTED 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE 2• AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,a Drawing Title:REQUIRED BY IBC 2015 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. SHALL BE USED TO MAINTAIN LOAD PATH. DROP CEILINGS AND COVE CEILINGS. GENERAL NOTES �p 4. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLOURESCENT UNLESS OTHERWISE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER n! NOTED. MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. 4 5. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED. TO BE REDUCED T01 - 16D NAIL PER FOOT 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME N 6. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED. AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CODE.CD Drawing No.: N O TN- T ni e 001 ■ NOTES GENERAL NOTES : BASED ON THE 2025 NYS RESIDENTIAL CODE AND 2025 NYS ENERGY CODE DRAWING ISSUE NO. DATE ISSUED FOR CONSTRUCTION NOTES J . CONSTRUCTION SAFETY F . STRUCTURAL STEEL 1 4/21/2026 TRUSTEES APPLICATION 2 A. DESIGN LIVE LOADS 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy=50 KSI. 3 CONSTRUCTION. 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy=46 KSI) 4 STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING &GUYING OF 3. STEEL WORK SHALL CONFORM TO"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY FRAMING AGAINST WIND, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL 5 CODE: CONSTRUCTION LOADS&OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE"CODE OF 6 SUPPORT OF THE STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 7 1. BUILDING CATEGORY: II FRAMING. 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL 8 2. IMPORTANCE FACTOR: WIND (LW) = 1.0 EACH NOW (LS) = 1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD,WHICHEVER IS TURNED FOR 9 SEISMIC (LE)= 1.0 TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE"SNUG TIGHT"ONLY UNLESS 10 3. GROUND SNOW LOAD: 20 PSF __ OTHERWISE NOTED. 11 4. ROOF LIVE LOAD: 20 PSF -- 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON 12 5.WIND LOAD: 130 MPH BASIC WIND SPEED K. COORDINATION THIS WIND EXPOSURE: B PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. DRAWING REVISIONS VELOCITY PRESSURE EXPOSURE COEFFICIENT, 6. ALL WELDS SHALL BE E70XX SAND ALL WELDING SHALL BE BY WELDERS AND WELDING KZ 0.85 0 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE OPERATORS NO. DATE REVISION DIRECTIONALITY FACTOR, 0.85 ENGINEER OF ANY WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE"STRUCTURAL GUST EFFECT FACTOR, G:0.85 1 CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE WELDING INTERNAL PRESSURE COEFFICIENT, GCPI:±0.18 2 FOR THE SAME. CODE"AWS D1.1 OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS SPECIAL WIND REGION:YES REQUIRED ON THIS PROJECT. 3 6. SEISMIC: SEISMIC DESIGN CATEGORY: B SDs=0.148 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS 4 SD1 =0.085 THAN 3 5 B. FOUNDATIONS INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 6 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS= ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 7 2,000 PSF. 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 8 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL M. MISCELLANEOUS MILS PRIOR TO PLACING CONCRETE. 9 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL 13DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 10 TO REACH FIRM, UNDISTURBED SOIL. 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND 11 4. SEE ARCHITECTURAL DRAWINGS(FLOOR PLANS AND SECTIONS) FOR LOCATION OF 2020 NYS ENERGY CODE SERIOUS 12 PARTITION 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE EXECUTING ALL THE 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE THIS APPLICATION IS APPROVED ONLY FOR WORK STRUCTURAL DRAWINGS. WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,THE RESIDENTIAL NOTED. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 5.ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS,TRASH, CODE OF STATE OF OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN EXCEEDING 8 INCHES AND COMPACT EAICH LIFT TO 98%DENSITY AT OPTIMUM MOISTURE 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ACCORDANCE WITH APPLICABLE CODES. CONTENT AS MEASURED BY ASTM D698 SAND 95%AS MEASURE BY ASTM D-1157. ANY SUBCONTRACTOR G. STRUCTURAL LUMBER 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. ENGINEER. 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL VARIANCE APPROVAL. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: ENGINEERING REPORT. 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE a. Fb=850 PSI SOIL(ONE VERTICAL TO TWO HORIZONTAL) b. Fc (PERPENDICULAR) = 625 PSI 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF c. Fv=95 PSI Designer: ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE GENERAL NOTES d. E= 1,600,000 PSI PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL 2.ALL PRESSURE TREATED LUMMBER SHALL BE No. 2 SOUTHERN YELLOW PINE,OR BETTER, WITH I SAAC - RA E FORCE OF THE BACKFILL UNTIL THE FLOOOR SLABS HAVE ATTAINED FULL STRENGTH. ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING,AND MAKE SAFE ALL 3. PROVIDE WASHERS BETWEE:N ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND BACKFILLING. FLOORS, ROOFS, I WOOD. 430 MAIN STREET 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT GREENPORT, NY 11934 THE EXCAVATIONS FOR UTILITIES, ETC. 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS GREATER THAN 70 PERCENT'OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL; LAG 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER ARE APPROXIMATE AND BOLTS T. 347-276-6093 E. Clay@isaaC-rae.com THE TOP OF THE FOOTINGS. ARE BASED ON LIMITED INFORMATION.THE CONTRACTOR SHALL VERIFY ALL INFORMATION AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. PERTAINING TO CIRCUMSTANCES 14.THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE.ALL BY DRIVING WITH A HAMMER:. Applicant of Record: STRUCTURAL INTEGRITY OF ANY AND AILL ADJACENT STRUCTURES WILL NOT BE DISCREPANCIES BETWEEN 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 1 32 TO 1 16 INCH COMPROMISED. ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE LARGER REPORTED TO THE ARCHITECT THAN THE BOLTS. C. CONCRETE FOR EVALUATION PRIOR TO START OF FABRICATION. 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. 1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, 7. PLYWOOD SHALL BE C-C Ex_ --RIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE FOLLOWS: ELECTRICAL,AND PLUMBING, THICKNESS a. FLOOR SLABS,WALLS 4,000 PSI ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT SHOWN ON THE DRAWINGS. b.ALL OTHER CONCRETE WORK 3,000 PSI IMMEDIATELY. 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. 2. ALL CONCRETE WORK SHALL CONFORMI TO ACI 318 AND ACI 301. 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 3.CONCRETE FLOOR SLAB CONSTRUCTIOIN SHALL CONFORM TO AC1302JR. FLOOR SLABS FABRICATION, AND ERECTION INCLUDING BUT NOT LIMITED,TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, SHALL BE CLASS 2. PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. WASHERS, 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON 5.OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD DRAWINGS,AT OFFSETS AND CHANGES' IN DIRECTION AND AT 30 FEE MAXIMUM. ON THE STRUCTURAL FOR 5. CONCRETE SHALL BE CURED A MINIMUNA OF 7 DAYS BY ONE OR MORE METHODS DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. THAT ACCESSORY, ASTM A2113, A153 OR OTHER. SPECIFIED IN CHAPTER 12 OF ACI 301. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED 6. SEE ARCHITECTURAL FINISH SCHEDULE: FOR REQUIRED FLOOR FINISHES. BY 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. SURFACES UNLESS OTHERWISE NOTED!. 11.ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: a. Fb=2,600 PSI D. REINFORCING STEEL GENERAL CONDITIONS b. Fv=285 PSI 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. c. Fc (PERPENDICULAR) = 7501 PSI 2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. d. E= 1,900,000 PS 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAGRAE LLC IN ACCEPTING THIS MANUAL", PUBLICATION SP-66. 1.ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE INFORMATION YOU AGREE NOT 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO REQUIREMENTS AS SPELLED H. ABBREVIATIONS TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, PLACING CONCRETE. OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS MAY PERTAIN TO THEIR ISAAGRAE LLC LONGITUDINAL BARS IN FOOTINGS TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON FROM THEIR THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: E.GROUT REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. Project: 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL PLATES. CONDITIONS TO BE MET AFF ABOVE FINISHED FLOOR FT. FOOT/FEET SPECS SPECIFICATIONS T ru m a n s Path 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT AUALUM. ALUMINUM GA. GAUGE T&G TONGUE AND GROOVE 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. REQUIREMENTS SHALL NOT CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA & AND GALV. GALVANIZED TYP. TYPICAL 510 Trumans Path, East Marion NY 11939 COMPENSATION. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON @ AT GWB. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED ^ JOB AND SHALL BE BLDG. BUILDING H. HIGH VERT. VERTICAL �� ��-- _____ Project No.: RESPONSIBLE FOR SAME. 111-------- ,IT--` fIT -111- 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL CMU CONCRETE MASONRY UNIT HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD I I I I �v7 I I I I IR-02 SHEATHING SCHEDULE: GOVERNING AUTHORITIES. III III III III DBL. DOUBLE INSUL. INSULATION W/ WITH 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL,AND ( I_ _ _ _ _ _ _ _ _ _ _I I _ _ _ _ _ _ _ _ _ _ _I I _ _ _ _ _ _ I I_ _ Seal/Signature: NAIL SPACING MECHANICAL EA. EACH INT. INTERIOR W.C. WATER CLOSET LOCATION NOTES NAILS BLOCKING II II II II PERIMETER INTERMEDIATE DRAWINGS. III III III III 6.ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC.TO BE LOCATED AND SIZED AS PER ELEC. ELECTRICAL L LENGTH LONG WD. WOOD ROOF ZIP 5/8 STRUCTURAL 1 1(0D YES 4"O.C. 12"O.C. MECHANICAL AND ARCHITECTURAL1= I _ _ _ _ _ _ PERIMETER E.P.S. EXPANDED POLYSTYRENE LAV. LAVATORY W.H. WATER HEATER I I I I I I I I REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL III III III II BLOCKING ADVANTECH 23/32 DRAWINGS. _ _ _ _ _ _ _ _ _ _ FLOORING 110D YES 4"O.C. 12"O.C. EXT. EXTERIOR S.STL. STAINLESS STEEL W/O WITHOUT �I- - _ _ _ _ _ _ _ - -N - - _ _ _ _ _ _ _ - -I+ - - - - _ _ _ _ _ - _ STRUCTURAL 1 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN 11 IT Ir II ��Rti� INSTALLED AND IS F.D. FLOOR DRAIN STL. STEEL W.W.F. WELDED WIRE FABRIC I I I I I I I I eta G y G / WALLS ZIP 5/8 STRUCTURAL 1 ffiD YES 4"O.C. 12"O.C. STRUCTURALLY SOUND. II- _ _ _ _ _ _ _ _ _ _III _ III _ _ _ _ _ _ - - - - 1IL _ INTERMEDIATE C9 G z O 8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION 1I- - - - - - - - - - - - -�r&}1)-� - - - - - - - - - - - I - NAILING OR APPROVED EQUAL I I I I SEE SCHEDULE �. AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, I - - _ _ _ - - - - _I I _ - _ EMBEDMENT, LENGTH, ETC. 1= - - - - - - - - - - _ �= =� =Q - - = k = � 9.ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR ill _ - -._. _ _ - - - - - � - ,..-..., �� �, ;, t� a THE PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY AND ♦} - - - _ - _ _ _ II'�I _ _ _ _ _ _ _ _ _ _ �''�1a j T 397�� SHEATHING SCHEDULE: ,� -a LOCATION NOTES BLOCKING SILL PLATE ANCHORS c I l.' SECURITY ON THE _......__....._.__...._.._._ -__..........:.................-._.._..__.... u.__-.___..-.:.,.-..._�.�..a-.. �. - _ �:___::__._,..,. ,.......,z---„=..a.��.�... �:..®- ® .v.rc JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE III � � SHEATHING SE OF N'� I I I I I I SCHEDULE'l� ABOVE AND SHALL BE HELD C I_ ___ _ _ _ _ _ _ _ _ �_ _ E =Q = _ _ _ _ _ _ _ =ice 1 L � STAGGER APS APIP 2 2 2026 2X6 DOULAS FIR#2 @16"O.iC.AND (2) AS SHOW 1/2"ANCHORBOLTS HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND I I I I I I I i 2X6 @ EA. OPENING AND Ef�VD OF I I ALL CLAIMS, LOSSES, _ _ _ _ _ _ _ _ _ _ _ SoutholdTovvn WALL TYP. 5/8 STURCTURA�L 1 @ 36"O.C. AND I I IPI _ WITH IN 12"OF SUITS,AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON I- - - - - - - - - - - _ �_ _C =Q = D- - - - - - - - - - SHEATHING ON EXTERIOR WV/8D - - - NAILES @2"O.C. @ PANEL EDGES THIS PROJECT. I I I I PERIMETER Date: Scale: BOTH SIDES OF 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE III _ _ _ _ NAILING AS NOTED SW1 AND @12"O.C. @FIELD YES ALL END PLATES. AT THE SOLE EMI- - - - - - - - _ _ = I = �= ::CL a 0 - _ _ _ _ - = - �F = � SEE SCHEDULE INTERMEDIATES. 1/2"GWB;SHEATING sIMPSON HD5A @ �I - �I Drawing Title: ON INTERIOR W/8D NAILS#k4"O.C. AT DISCRETION OF THE CONTRACTOR.ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT EACH END I I I I SHALL NOT BE I GENERAL STRUCTURAL NOTES PANEL EDGES AND @12"O..C. @ �I_ _ _ _ _ _ _ _ _ _ _II _ IL _ _ _ _ _ _ - _ _ _ 1L _ �p CONSTRUED AS PERMITTING ANY OTHER DEVIATION. _ _ _ _ f �=0 _ _ _ _ _ - _ - _ _ FIELD INTERMEDIATES �I - - - - - - - - �Ir I - n\I II ---------Ju----- d- N _ - - \ � Drawing No.: o SHEATHING ATTACHMENT DETAIL C�\i_ IT- N d' OuzM00 w .. 7.MIT a r ..r n. - .,X. - .A.,.. - - NOTES SCTM# 1000-031 .00- 1 2.00-001 .000 MCDONALD GEOSERVICES DRAWING ISSUE TEST HOLE BORING SITE PLAN FOR: 510 TRUMANS PATH, EAST MARION, NY 11939 NO. DATE ISSUED FOR 1 4/21/2026 TRUSTEES APPLICATION Date: 3/17l2C 3:4C}PM 2 STM (1000-31-12-1) R-40 RESIDENTIIAL ZONE [LOW DENSITY RESIDENTIAL] SOUTHOLD, SUFFOLK COUNTY, NY blown team O>_ EXISTING WATER MAIN 3 --------- O'5' O 4 5 Brawn clayey sand With grave! SC OP 6 SITE PLAN BASED ON A SURVEY BY KENNETH M. WOYCHUK LAND SURVEYING, 6/13/2025 Q -------- 4` 7 INFORMATION ALLOWED EXISTING PROPOSED r� g EXISTING OVERHEAD 9� 10 UPLAND LOT AREA - 47,583 SF - ' . ,� t ight brown fine to coarse sand with gravel SW ELECTRICAL SERVICE LOT AREA TOTAL - 50,510.48 SF - / j ` 12 LOT DEPTH (FT) - 310.0 FT - PROPOSED WATER SERVICE / \ ;' DRAWING REVISIONS LOT WIDTH (FT) - 243.07 FTs1197 NO. DATE REVISION PROPOSED I/A OWT `. \ 1 LOT AREA BUILDABLE - 17,115.31 SF - r° SANITARY SYSTEM, , � / \� C. \ \ �2, 2 Pale brown#inesand SP REFER TO / /• -�� r: 2 �, ' m;�,:. . 3 MIN. FRONT YARD (FT.) 50'-0" 139'-4" 125'-3" 1 `. \ N ENGINEER DWGS 4 -1y - Y MIN. SIDE YARD (FT.) 15'-0" 35'-0" 25'-4" 43'-4" -- 18, ♦♦{ _ U / \ a to s�F Y 1 m MIN. REAR YARD (FT.) 100-0 76-4 9i,_3,� , N MIN. ACCESSORY SIDE YARD 15-0" �� Water in ale brown fine sand SP ��j ` / �� \ I I \ \ 9 - - I - -' _ 10 MIN. ACCESSORY REAR YARD 15-0 i ALLOWABLE COVERAGE (20/o) - - Olk / '\ 69 12 / TOTAL EXISTING COVERAGE - 2,011 SF - �Q Q��. / / f,- P -' '• j THIS APPLICATION IS APPROVED ONLY FOR WORK Ply , / i' -- - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL i MAIN HOUSE 999 SF w / OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR Comments: Wafer encountered 18' below surface. \ - \ \ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN � ,�, c� � ..__' j '�, . GARAGE 307 SF / r;; N PRE-EXISTING MAIN �� ACCORDANCE WITH APPLICABLE CODES. Az TIERED WOOD DECK & STEPS 529 SF / �' Q �' HOUSE ENTRY STAIRS `\ � �o APPROXIMATE LOCATION HOLE `- - �:. Q TO BE DEMOLISHED Q SAUNA ROOF W/ OVERHANG 59 SF / %" I I '�� �2 RED DASHED OF EXISTING SANITARY / , O ) \ �, A _ . r N / WOOD WALKWAYS 117 SF SYSTEM TO BE ABANDONED p A / O -'`` mow'. - %. cr PRE-EXISTING \ ' `�" ✓: `' ' °~ . \ 9 A • '� '� DRIVEWAY TO BE Designer: TOTAL PROPOSED COVERAGE - - 2740 SF 100' SETBACK TO ` ;"f DEMOED RED `. - -- s \ ISAAC - RAE FLAGGED WETLANDS ��o�� �A� ( DASHED) \ �� \ MAIN HOUSE 999 SF / / _.� ; \ `� PROPOSED ADDITION 430 MAIN STREET PROPOSED ADDITION 960 SF ` ' (BLACK DASHED),,,--.-,,,. \ \`\ GREENPORT, NY 11934 / �. �.. s W\\ \ ' : .' " ,. .• , ,.: : .- ' � � .,\ � / T. 347-276-6 E. clay@isaac-rae.com • PRE-EXISTING 'i / 093 . clay@isaac-rae.com TIERED WOOD DECK & STEPS 605 SF / .. _ � �, ,, t SAUNA ROOF W/ OVERHANG 59 SF `ci / J � . cn `GARAGE TO BE \ \ �, `' / �` O WOOD WALKWAYS 117 SF '�� / / / ` ` `, �`, DEMOLISHED (RED / '\ PP LL A Ilcant of Record: / / / i i 0 DASHED) i �} S,� rs / ( �O no < F- I ! \ FY (9,z T / � PROPOSED ADDITION = 985 SF / \ 11 PROPOSED �C ` WOOD WALKWAYS \ _I -ONE STORY 121 SF IS IIN 100 SETBACK \\�\ 960SF i / TEMPORARY / \, 1 STORY FRAME DWELLING ADDITIONL . > ` 864 SF IS ILANDWARD OF 100' SETBACK �� \ PRE-EXISTING WOOD BILco FFL25.2i jj j j /' CONSTRUCTION SILT DECK TO BE - - - ;� %' ' / \ FENCE REFURBISHED (RED ,a� � _ 1 ` I �, ,., "; , ~ / ' DASHED)J i o PROPOSED REFURBISHED'_. .._, � 605 SF . eTIERED WOOD DECK&STEPS FRESHWATER WETLANDS -:- - - -L .____ - ,��, �.; , J ' j BOUNDARY AS, DELINEATED BY EN-CONSULTANTS SEPT 13, 2024 % EXISTING WELL TO / p, F BE ABANDONED Ohs `" _ `�'��: "�E / / / / Q � ,,�O PC) G> � �, /� , �J � ''� �t- I1c ��j ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN A o l I / � ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS ��� /f - � co '- �� � ., 'ti� .t�P� ��._......_....,'� ...... AR ,%• ,� /� ,,;....._, Opt!� INFORMATION YOU AGREE NOT _..._. �Q g TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, � Q WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 1\Gj 1' .... ISAAGRAE LLC S O Project: CIDQ + " u a s Path 10 _.-.. 510 Trumans Path, East Marion NY 11939 ��O Project No.: ` PROPOSED NATIVE IR 02 oQG NON TURF BOARDED Seal/Signature: \ \. BETWEEN ORDINARY HIGH WATER LINE AND 16' CONTOUR LINE P � , D ARC \ ~ ,........_...._.... �� :,`• ;;� ,�, /' \ ,Y , , - - � ,'� ADJACENT HOUSE PIER LINE p F ,NTA� J, �� \ \ SITE PLAN LEGEND CO ; - I I t $pOUroidTown \ I _ p:oard0fTru nes NO PROPOSED SCOPE Date: Scale: • 0,� _ / AS NOTED / - ' ------- Drawing Title: 0- \ PROPOSED ADDITION PROPOSED SITE PLAN N i r-------i N i PRE-EXISTING STRUCTURE TO Drawing No.: o _______ BE REMOVED OR REFURBISHED N- 1 PROPOSED SITE PLAN Scale: 1/16" = V-0" ■ r. NOTES STO R M WAT E R DRAINAGE SYSTEM CALCS MCDONALD GEOSERVICES TEST HOLE BORING DRAWING ISSUE SITE PLAN FOR: 510 TRUMANS PATH, EAST MARION, NY 11939 NO. DATE ISSUED FOR Date: 3117/26 3:4aPM vP 1 4/21/2026 TRUSTEES APPLICATION 2 STM (1000-31-12-1) R-40 RESIDENTIAL ZONE [LOW DENSITY RESIDENTIAL] 3 SOUTHOLD, SUFFOLK COUNTY, NY Dark brown loam ot_ -------- 0.5' O 4 P ' . 5 Brown clayey sand with gravel SC 6 SITE PLAN BASED ON A SURVEY BY KENNETH M. WOYCHUK LAND SURVEYING, 6/13/2025 CATCH BASIN 7 ---------- 4 ` _...._ P sr� - 8 PROPOSED ADDITION ROOF AREA [D1 9 - ] D1 10 ROOF RUN OFF CALCULATION:985 SF X 0.17 = 168 CUBIC FEET LigFlt brawn fine coarse sand With gravel SW � � j / + �, ���•;; ': ' '`,.'':..- ` ,. .:',. \ �• �. 11 DRYWELL STORAGE CALCULATION: 168 CUBIIC FEET/42.2=3.98 D2 8 X 8 DRYWELL D2 12 4' PROVIDED 4'OF VERTICAL 8' DIAMETER DRYWELL TRAFFIC BEARING PROPOSED (2) 8' DIAMETER X 2' DEEP DRYW ELL SLAB, TYP. ;; y• �S DRAWING REVISIONS ; ; / s ~ �O NO. DATE REVISION PROPOSED CATCH BASIN AREA [D2] PROPOSED I/A OWT0 1 DRIVEWAY RUN OFF CALCULATION:2,632 SF X 0.17=448 CUBIC FEET D2 SANITARY SYSTEM, FAQ/ % �<, �2. 3 \ 2 DRYWELL STORAGE CALCULATION:448 CUBIIC FEET/42.2= 10.62 Pate brown fine sand SP REFER TO 20,E 3 4 12' PROVIDED 16'OF VERTICAL 8' DIAMETER 1DRYWELL ENGINEER DWGS %� • ``: �C` ;;, PROPOSED (2) 8' DIAMETER X 8' DEEP DRYWELL / i y 5 REFER TO PLANS BY P.W. GROSSER FOR PROPOSED I/A OWT SANITARY SYSTEM v I :;: g / -pa o / / Water in pate brown tine sand SP __..._.. � ',� �' 10 GENERAL NOTES: 12 � 11 O \ r / 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF aP THE TOWN OF SOUTHAMPTON AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. THIS APPLICATION IS APPROVED ONLY FOR WORK 2. THE CONTRACTOR SHALL FIELD VERIFY'THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL \ / � P ;' ! � �, i 1•" •� OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR AND MUST BE INFORMED ACCORDINGLW IN THE FIELD. Q) / / :' t�,� Comments: Water encountered I W below surface. I � �, g � � TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 3. A MINIMUM SEPARATION OFTEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED / QV ACCORDANCE WITH APPLICABLE CODES. BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. / / O 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK TEST g� 5. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND 'V FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL APPROXIMATE LOCATION HOLE `I �' D2 Q� `� '�` h° � UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. OF EXISTING SANITARY 6. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND �' .o Q AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER SYSTEM TO BE ABANDONED 2� 90 u O !;' SHRINKAGE, TRANSPORT, ,o , �Q �Q Designer: CONDITIONS SHOWN ON THE PLANS. / O \, / 7. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 1 OO' SETBACK TO 8. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. _ FLAGGED WETLANDS goo F� '�`�- I SAAC RA E 9. DURING CONSTRUCTION, EROSION AND)SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMEMT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND 4 A �� " PROPOSED ADDITION \ 30 MAIN STREET MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL � '� � / CONFORM TO"THE NEW YORK GUIDELItNES FOR EROSION AND SEDIMENT CONTROL". `• BLACK DASHED) RT, N 11934 GREENPO Y 10. ALL BACKFILL SHALL BE SELECT GRANUILAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM D1 ( \ \`', % / T. 47-2 - - AS DETERMINED BY STANDARD PROCTOR TEST. 3 76 6093 E. clay@isaac-rae.com MOISTURE CONTENT, 11. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. � �j _J Q 12. THE OWT S INSTALLER SHALL HOLD AN [ENDORSEMENT J FROM SUFFOLK COUNTY 13. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY �1� / / ` LL `. \ i ?/ i ,;� Applicant of Record: DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. o D� 14. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE 2 ` SAUNA . '� Y 0" ' 15. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH. A GARBAGE GRINDER SHALL NOT W i ,; ( �'9p / BE INSTALLED UPSTREAM OF THE OWTS. t 16. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING,t) / U j q i PROPOSED I C� SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID ONE STORY WOOD WALKWAYS R60 SF WILL DRAIN TOWARD TREATMENT UNIT . TEMPORARY BILCO ADDITION , , 17. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO / 1 STORY FRAME DWELLING FFL22.2 %` i / ' � CONSTRUCTION SILT COMMENCEMENT OF CONSTRUCTION.(CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY FFL25.2 DISCREPANCIES IN THE INVERT ELEVATIONS PRE-EXISTING WOOD 'j , Z DECK TO BE j,, ; / ,j j FENCE / I REFURBISHED (RED — 61. DASHED) ' PROPOSED REFURBISHED 0,, i N 05 F ` 6 S �Q�. _ ' . -TIERED WOOD DECK&STEPS c FRESHWATER WETLANDS BOUNDARY AS, DELINEATED BY i \ o� EN-CONSULTANTS SEPT 13, 2024 O _. EXISTING WELL T �6 - / ,'r BE ABANDONED : 0iC` E LLC IN ACCEPTING THIS _ ARE PROPERTY OF ISAAGRASUR� r ES SET FORTH HEREIN 6 INFORMATION YOU AGREE NOT � � C? AR , TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, j EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC �- / r-. NSF T f � I ( O Q alb , Project: _. �>0Trum a , 510 Trumans Path, East Marion NY 11939 • - O Project N , PROPOSED NATIVE IR-02 ..Qom ' \ NON TURF BOARDED R 2Q0. - Seal/Signature: qRy o 0 5 r" � � BETWEEN ORDINARY y/(iy �o Qa�� goo P�o� , , , ,\ , , HIGH WATER LINE AND TER 16' CONTOUR LINE D ARC ADJACENT HOUSE ��� Y Co'yi OPIER LINE TA� - SCDHS APPROVAL BOX � F�FN � CO \ I I pSo+U1nla iown Date: Scale: AS NOTED 2 ' - r Drawing Title: ' PROPOSED STORMWATER MANAGEMENT PLAN N r i CO N Drawing No.: CD N T 1 PROPOSED STORM WATER MANAGEMENT PLAN Scale: 1/16" = V-0" e 0 _ .. NOTES CONSTRUCTION PLAN LEGEND PRE-EXISTING COVERAGE PROPOSED COVERAGE MAIN HOUSE 999 SF MAIN HOUSE 999 SF DRAWING ISSUE EXISTING WALL TO REMAIN GARAGE 307 SF PROPOSED ADDITION 960 SF No. DATE ISSUED FOR TIERED WOOD DECK & STEPS 529 SF TIERED WOOD DECK & STEPS 605 SF 1 4/21/2026 TRUSTEES APPLICATION �— 2 PROPOSED WALL SAUNA ROOF W/ OVERHANG 59 SF SAUNA ROOF W/ OVERHANG 59 SF 3 4 WOOD WALKWAYS 117 SF WOOD WALKWAYS 117 SF 5 6 NO PROPOSED SCOPE TOTAL PRE-EXISTING COVERAGE 2011 SF TOTAL PRE-EXISTING COVERAGE 2740 SF 7 s r--------1 9 PROPOSED ADDITION 10 L-------J 11 -- -- ----� 12 PRE-EXISTING STRUCTURE TO BE REMOVED DRAWING REVISIONS L----- ---r OR REFURBISHED NO. DATE REVISION 2 3 4 5 6 7 NO PROPOSED 8 CHANGE TO EXISTING 9 FOUNDATION 10 11 12 1(00' SETBACK FLAGGED 74'-4' THIS APPLICATION IS APPROVED ONLY FOR WORK TIO WETLANDS INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 40'-7" 33'-9" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 00, TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. � 1 1 � 1 1 PRE-EXISTING MAIN HOUSE 1 1 \ 39' 4" STRUCTURE ABOVE: ; Designer: � 1 12'-0" 26' -8" - ' ISAAC - RAE � 1 i 430 MAIN STREET / 1 GREENPORT, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com WASHER DRYER 1 1 �'-------------------7 Applicant of Record: 1 IX 1 1 o LAUNDRY STORAGE� �/•� � e a BASEMENT 1 1 1 1 W O U_ O 1 m Cl) N e0 W M cc 1 O NEW SLAB ON GRADE 1 FOR NEW STRUCTURE ABOVE BILCO 1 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ap I ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT \ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, T \ ; WITHOUT THE EXPLICIT WRITTEN PERMISSION OF / -----�'-----7 / ISAAGRAE LLC HEATER SURGE j\ \ ; TANK 1 Project: � \ 1 1 ------------� T ru m a n s Path \ 510 Trumans Path, East Marion NY 11939 � � 1 1 \ 1 NO PROPOSED 1 I Project No.: CHANGE TO EXISTING J1 � j I R-02 FOUNDATION \ 1 \ Seal/Signature: � 1 _ 1 I � 01 .` RHO ARC Y y �\\ ir CREST OF SLOPE 3976� F O F NE`� Date: Scale: AS NOTED �wing Title: `; " a` PROPOSED BASEMENT FLOOR PLAN 00 N , PROPOSED BASEMENT PLAN Scale: 1/4" = 1'-0" .. f \� Drawing No.: N O N aw NOTES CONSTRUCTION PLAN LEGEND PRE-EXISTING COVERAGE PROPOSED COVERAGE MAIN HOUSE 999 SF MAIN HOUSE 999 SF DRAWING ISSUE I EXISTING WALL TO REMAIN GARAGE 307 SF PROPOSED ADDITION 960 SF No. DATE ISSUED FOR 1 4/21/2026 TRUSTEES APPLICATION TIERED WOOD DECK & STEPS 529 SF TIERED WOOD DECK & STEPS 605 SF 2 PROPOSED WALL SAUNA ROOF W/ OVERHANG 59 SF SAUNA ROOF W/ OVERHANG 59 SF 3 4 11 WOOD WALKWAYS 117 SF WOOD WALKWAYS 117 SF 5 6 NO PROPOSED SCOPE TOTAL PRE-EXISTING COVERAGE 2011 SF TOTAL PRE-EXISTING COVERAGE 2740 SF 7 s DIT N • . . D D IO PR P E A .. 1 O OS 11 . . 1 . , . .., :.r. :- . PRE EXISTING STRUCTURE TO BE REMOVED .. A-20o.00.:: DRAWING REVISIONS 1 _J D . O R REFURBISHE N0. DATE REVI I N 3 SO . , 1 2 . 3 , 1, .. y 4 /: :\ 5 / \` 6 -.. , APPROXIMATE 7 .,:' ( I s LOCATION OF 9 :...' � .: ]. .. EXISTING SEPTIC . : ' >; , �. 12 11 . . ... . , .74 4 •: . . K1 ... .. - THIS APPLICATION IS APPROVED ONLY FOR WORK ETBAC FLAGGED 1(00 S GG INDICATED N THE APPLICATIONSPECIFICATION SHEET. ALL - .. , - . :'.: - C 0S TO WETLANDS % R . , .. ; . ., : ... .. 6'-8" 10,- 10° TOO BE CONSIDERED AS EITHER BEING APPROVED OR INI. 0 :..,; N E STORY ACCORDANCE WITH APPLICABLE CODES. .. , PROPOSED O S O 960 -,. . .. ....: .:. SF ADDITION . -- -- LINE OF PRE-EXISTING ENTRY - LO ,art ` 5 _ 11�::;�; .�: � STAIRS TO BE DEMOED b' ` %I 6"TYP. � ;, ,. ol ;,;._. P RE-EXISTING SAUNA � 39'- 10" t>;� .,� Designer: A,ND OVERHAND TO � ':: .;F "; 39'-7° COVERED _ REMAIN [59 SF] 'k CONCRETE I S AA C - R A E 5'-4" 8'-5" 24'- 11" p °',, r r`,,• ENTRY TERRACE 21'- 1" °' 430 MAIN STREET 10'-2„ /01 ,: GREENPORT, NY 11934 I .1 •. Nr / ���� ENTRY RANGE DW STORAGE/ '`' ?� Y` 9, 9„`r; ,, a,,, 9, 9„ T. 347-276-6093 E. clay@isaac-rae.com / N///, HALL ;:<Xy` ., .r" /// r/ //,// , " : , , " " / 21Applicant of Record: b EXISTING KITCHEN I I %SAUNA' I I _ _ /DN Ii MUDROOM MUDROOM � N 70 REMAIN / \ i M il- � ' a✓ i �, --_---1_1_, 1 I CLOSET ,r, BATH DRESSING j I I I � - 1 r AREA% 11 I o w I 1 1 BUILT-IN �______Li 9„ 1. w NEW' CASED ENTRY I I I cw 4 A 402 2 STORAGE - AT EXISTING DOOR I I I I I d LOCATION I1 I 3 } _ O � W - I I t � ,:. , II I BENCH CLOSET "' - " o o �1. ,. N CLOSET ____ m `' 1 I 1 t 1 1 U w ----1-J 1 I I OO PRE-EXISTING WOOD LIVING J I I 4 A-401 2 WALKWAYS TO REMAIN [117 SF] a 6'_0„ I PRIMARY I o 0 M - I SUITE HALL I 3 It r ,, :: IBILCO _ // (D DN 1 I O ao T ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN IA 200.0 4 Z ACCESS HATCH TO z I PRIMARY p 2 E-2OO.00 ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS .: I. o BEDROOM w BASEMENT STAIRS1 BATHROOM INFORMATION YOU AGREE NOT m X 1 "15 I ! •(Iy 1 _ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, w w I WITHOUT THE EXPLICIT WRITTEN PERMISSION OF \ ��i 1:1 I ISAAGRAE LLC 2 1 f •< DN cD \ a PRIMARY I t ,.�. Project: PRE-EXISTING MAIN HOUSE . ;:" ''�;.`: // I SHELVING ? i � BEDROOM I Trumans Path STRUCTURE TO REMAIN [999 SF] DN \ ...• ,: I , 1 I`, � I 1 14' 3° 5° i I` 1 510 Tru mans Path East Marion NY 11939 1. . . .•.., .. ", , I I. - - _. � — . f ...: -, I 7 I 1 1 I 40' 1 1 ® - •:: ,1. 1 ...... .. . . I .. . 1 � I BST Project No.: RNING r r r 1 OVE o 1 I 4 A-400 2 I R-02 I i 1 r I----------------------------------------------------------------------r I � 1 00 1 t 1 1 I 1 I I 3 I` Seal/Signature: 1 I 1 I BUILT-IN LOUNGE I 1 .. ._. .. . .... .............._............................._.............. .. ........... ............. .. . ... . . . . .. .. . .. I T . 1 I N 1 I I - - %%. ,.X/ e 1 I I I 1 \ � --- 1 I 1 \ LIINE OF PRE-EXISTING WOOD -, ------ --------------------- 1 TIERED WOOD DECK&STEPS I t — ``\ 011 � \ DECK TO BE REFURBISHED I 1 I o., I I I - � 5 [529 SF] . . ..... .. _ .. . . . . .. .. . .. .. . ... ...........T .. I.. . a \ G Y CO PROPOSED REFURBISHED I 1 1 21'-0" ` \ �o \\ ` LX� `t�G k t�`,t C>.•1 WOOD DECK [605 SF] . . 1 . . . ........ ... .. .. . .... . . . .. .. ... .. I I . . . . �" ------------------r--------------------------- -----------------------1----J � (0) �_ . ' lac REFURBISHED DECK TO BE 0. T I i LINE OF PRE-EXISTING CREST OF SLOPE �.� 397" 4 2-9 SHORTER THAN PRE- I I GARAGE TO BE DEMOED F N� EXISTING DECK `--------------------+--^_—�'� [307 SF] 1 A-200.00 Date: Scale: I AS NOTED 2 Drawing Title: a- ---,-,,PROPOSED GROUND FLOOR PLAN N PROPOSED GROUND FLOOR PLAN 11 N 1 ,. , ., � •, E , • -co ,: (0 Sale: 1/4 = 1 -0 't ��_ '. t -:% j Drawing No.. NO i `, Fil; ��` �� � ' .'3 1 N U t.� � � L ----� i ii : � � T — CV ,..'�+0.4 Ill SOLI`;; BO£ 4, "� � 1 01 moo NOTES CONSTRUCTION PLAN LEGEND PRE-EXISTING COVERAGE PROPOSED COVERAGE MAIN HOUSE 999 SF MAIN HOUSE 999 SF DRAWING ISSUE EXISTING WALL TO REMAIN GARAGE 307 SF PROPOSED ADDITION 960 SF NO. DATE ISSUED FOR TIERED WOOD DECK & STEPS 529 SF TIERED WOOD DECK & STEPS 605 SF 1 4/21/2026 TRUSTEES APPLICATION 2 PROPOSED WALL SAUNA ROOF W/ OVERHANG 59 SF SAUNA ROOF W/ OVERHANG 59 SF 3 4 WOOD WALKWAYS 117 SF WOOD WALKWAYS 117 SF 5 6 NO PROPOSED SCOPE TOTAL PRE-EXISTING COVERAGE 2011 SF TOTAL PRE-EXISTING COVERAGE 2740 SF 7 s r-------1 PROPOSED ADDITION 10 12 PRE-EXISTING STRUCTURE TO BE REMOVED DRAWING REVISIONS L------- i OR REFURBISHED N0. DATE REVISION 1 2 PROPOSED ONE- PRE-EXISTING MAIN HOUSE 3 PRE-EXISTING MAIN HOUSE PROPOSED ONE-TO REMAIN; PRE-EXISTING STORY ADDITION STORY ADDITION TO REMAIN; PRE-EXISTING 4 GUTTERS TO REMAIN GUTTERS TO REMAIN 5 6 7 ® EXISTING ROOF — — — — — — — — — _- —_ — — — — — — — — — EXISTING ROOF ® 9 15'-10 21/32" 15'-10 21/32" 10 PROPOSED ROOF - PROPOSED ROOF ® 14'-0" — — — —T —. — — — — — 14,-0" ® 11 0 12 THIS APPLICATION IS APPROVED ONLY FOR WORK — — — — — PROPOSED LOWER ROOF ® INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 10'-o" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR r TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T Ln in r r co EXISTING-GROUND FLOOR — _ — _ __ __ — — — — — — — — — — EXISTING-GROUND FLOOR 2'- 9„ co M Designer: ® PROPOSED-GROUND FLOOR — — — _T --T — — — — — — PROPOSED-GROUND FLOOR 1'-6" 1'_6" ® GRADE - -77 zo _ — - — GRADE ® I S AA C R A E a i = 7_77�1LI I I _ 7=7 430 MAIN STREET LI = GREENPORT, NY 11934 -1 I1 I1 I1 I I—III1 I1 I1 I I1 I IIIIt I I1 I1IIIIII-11 I1 I ILI r� LII ' ' ' ' 'L___ I ' ' III ' 'Li I' ' ' T. 347-276 6093 E. clay@isaac-rae.com ELEVATION 4 ELEVATION 2 Applicant of Record: 4 Scale: 3/16" = 1'-0" 2 Scale: 3/16" = V-0" PROPOSED ONE- PRE-EXISTING MAIN HOUSE PRE-EXISTING STORY ADDITION TO REMAIN; PRE-EXISTING SAUNA TO REMAIN GUTTERS TO REMAIN __ — — — — — — — — — EXISTING ROOF 15'--10 2V32" PROPOSED ROOF 14'-0" O PROPOSED LOWER ROOF 10'-0" T T E=]= ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN In ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS T M INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF N ISAAC-RAE LLC bo — — —EXISTING-GROUND FLOOR 2'-9" — — PROPOSED-GROUND FLOOR ® Project: 1 _6" - - _ _ _ GROADo ® Trumans Path I — I — I I ) 510 Trumans Path, East Marion NY 11939 Project No.: 3 ELEVATION 3 IR-02 Scale: 3/16" = 1'-0" Seal/Signature: PRE-EXISTING PRE-EXISTING MAIN HOUSE PROPOSED ONE- SAUNA TO REMAIN TO REMAIN; PRE-EXISTING STORY ADDITION GUTTERS TO REMAIN R5D ARC S EXISTING ROOF 15'-1-1021/32" — — — PROPOSED ROOF ® }° — — — — PROPOSED LOWER ROOF F N in T 4 T iv o Date: Scale: LJ 6 T AS NOTED bo z z EXISTING-GROUND FLQ RR ® Drawing Title: PROPOSED-GROUND FLOOR 1, 6„ _ OPOSED EXTERIOR ELEVATIONS a ti r, co =—I I I ffil I— — — — _ _ - i;; .t; Drawing No.: N ELEVATION 1 Scale: 3/16" = V-0" lei ON, SCTM #1000-31-13-7.4 SITE (VACANT) PROP. 10'0 LEACHING POOL SCTM o00-31-11-14 W/ 10' EFF. DEPTH (VACANT) 31 / 6� / , 220• \ T VS PWGC F > ., � 16 �� �_` �` Ay. ENVIRONMENTAL ENGINEERING B CONSULTING PROP. FUJI CLEAN 500 GAL. / /f�7 I (� n7�/S/ �'a P.W.GROSSER CONSULTING ENGINEER TREATMENT UNIT- CEN5 .tee ^'•% &HYDROGEOLOGIST,D.P.C. — 1 ( ( ` 636 Johnson A,e ..S,fto7 ` S ,6 ( \ s92• _ a Bohemia.NY.11716-2616 N / / 1 1e \ �' `.`\�\ PeI S TEST HOLE LOCATION E- 11:PWGC.FO@PWGROSSERCOM 5 ` � �p/r �. _ -.�, \ 1 \ \ �--. •`•-_i CONSULTANTS EXIST. SANITARY SYSTEM o TO BE ABANDONED / //110 • / \ o \ \ \ EXIST. WATER MAIN PROP. 985 SF 1-STORY VICINITY MAP ADDITION TO EXIST. RESIDENCE e \ \ \ \ I EXIST. OVERHEAD F.F. EL. 25.2' ��10 ` \ 1 1 \ \ I / ( ELECTRIC SERVICE SCALE: 1"=800' V To�g`l� • � ,/ \ I I 1 1 1 1 \ 1 1 1 1 I o soo 1,600 EXIST. 1,205 SF 1-STORY �_ ti� a/ , 1 I j / I 1/� PROP. WATER SERVICE RESIDENCE TO REMAIN A� \ /` _ i �`b ,� i1 0/ )�{ / I I �2� SCALE: 1" = 800' F.F. EL. 25.2' .\ \ l \ ) /�/ /6^ r / �/ % PROP. FUTURE EXPANSION / / ........ EXIST. WELL TO BE OF NEW / / 1 / ( ABANDONED <p D J y0 _ IV / O -- -�401, \� ) � �f / l ; 100'WETLAND SETBACK - •�`i ti If FRESHWATER WETLAND 1 2 i •� �� 05363 0 •. �ti��\�\ / / / / /// BOUNDARY AS DELINEATED p��FfSS10NA�" M \�� =; �" /• // BY EN-CONSULTANTS ON - '9R SCTM #1000-31-12-2 SEPTEMBER 13, 2024 ••• .••.. �O \ (IMPROVED W/ PUBLIC WATER) Unauthorized alteration oraddition— \ to this drawn and related documents < 6ry r e a New York of Section7209 ry of the New York State Section 7 0 Law � 11y / 6 4b% 1 i or 03123(2026 OVERALL SITE PLAN _ — ISAAC-RAE STUDIO 0 50 100 430 MAIN STREET GREENPORT,NY 11944 SCALE: 1" = 50' 510 TRUMANS PATH PROPOSED I/A OWT u t , , ' VIII T41. WOWSANITARY SYSTEM 510 TRUMANS PATH EAST MARION,TOWN OF SOUTHOLD SITE: 510 TRUMANS PATH SINGLE FAMILY DWELLING SUFFOLK COUNTY,NEW YORK THREE(3)BEDROOM-SINGLE FAMILY DWELLING=400 GPD EAST MARION,NY 11939 SCTM#: 1000-31-12-1 I/A OWTS DESIGN REQUIRED: 3 BEDROOM=400 GALLON SYSTEM OVERALL GROSS LOT AREA: 1.260 ACRES PROPOSED: ONE(1)FUJI CLEAN UNIT-MODEL CEN5 (� [� ' SITE PLAN BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE (500 GAL.TANK) G" L� TOTAL BUILDING AREA: 2,190 SF SANITARY LEACHING SYSTEM DESIGN 0 -- REQUIRED: 300 SQ. FT.OF SIDEWALL AREA APR 2 2 2026 NOTE: 10'DIA. LEACHING POOL=31.4 SF/LF C�7 �� 1. SITE PLAN INFORMATION PROVIDED BY ISAAC-RAE STUDIO 300 SF/31.4 SF/LF=9.55 LF REQUIRED - ° PROPOSED: ONE 1 10'DIA.W/10'DEPTH LEACHING POOL SardofdTown 1 a DATED MARCH 10,2026. ( ) Board of Trustees ' ISR2601 PROP. 10'0 LEACHING �- f Ls Ls POOL W/ 10' EFF. �2 / DEPTH J / PROP. FUJI CLEAN 0.0' ELEV. 20.0'± PWGC � � DARK BROWN LOAM 500 GAL. TREATMENT �A,) � oZ �P 0.5' OL ELEV. 19.5'± ENVIRONMENTAL ENGINEERING&CONSULTING UNIT-CEN5 J� �6 P.W.GROSSER CONSULTING ENGINEER 2J � �_ / G� BROWN CLAYEY SAND &HYDROGEOLOGIST,D.P.C. / WITH GRAVEL SC 5B h,miaan Avanaa..Saile7 TEST HOLE LOCATION / ( ) Sohamia.53.Hx:(631)5 Phone:(637)589E753.Fax:(637)5838795 /5 \ ' 4.0I - E—H:PWGC.INFO@PWGROSSERCOM b ELEV. .2 LIGHT BROWN FINE 0, .,P, TO COARSE SAND J �J '( / / / �° WITH GRAVEL (SW) 8 0' EXIST. OVERHEAD t j 11 ELECTRIC SERVICE (8 MIN.) � .01 Ea \ ELEV. 9.0'± PROP. FUTURE EXPANSION �\ \ SN PROP. WATER LINE \ PALE BROWN FINE � \ SAND (SP) �P�EOFNf{yYo PROP. ELECTRIC EXIST. SANITARY LINE I SYSTEM TO BE f ABANDONED o PROP. FUJI CLEAN 18.0' ELEV. 2.0'± I `f'c^p PROP. 2"0 VENT PROPOSED AIR LINE WATER IN PALE toss6o AESSi0�a� 985 SOFT BROWN FINE SAND LINE W/CARBON y 1 STORY FRAME DWELLING ADDITION PROP. 985 SF FILTER F.F.EL.25.2 1-STORYADDITION (SP) / TO EXIST. RESIDENCE 22.0' ELEV. -2.0'± t Unauthorized hisd owing aaoldr'aeateddomments PROP. CLEANOUT 1 of Nis wYoGrokn of eEdua20 Law F.F. EL. 25.2 TIERED WOODS s PROP. FUJI BLOWER DECK&STEPS / 12 NOTE: GROUNDWATER ENCOUNTERED 5 350' EXIST. WELL TO 18 FT BELOW GRADE 7 PROP. FUJI / BE ABANDONED J CONTROL PANEL ,Z°� � / TEST HOLE DATA EXIST)1,205 SF —� / / \/ MCDONALD GEOSERVICES w —1-STORY RESIDENCE -�' �� E STUDIO MARCH 17, 2026 430 ANSTREET GREENPORT,NY 11944 TO REMAIN F.F. EL. 25.2' 510 TRUMANS PATH \ q, 1 �/ , 1 PROPOSED I/A OWT SCDHS APPROVAL 1 SANITARY SYSTEM PARTIAL SITE PLAN STMARINSPATH EAST MARION,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 0 20 40 7000-37-7z7 .. PARTIAL SCALE: 1" = 20' r � �, E SITE PLAN lots] I 1. ALL PROPOSED PIPING TO BE 4"0 SDR-35, EXCEPT WHERE INDICATED. 2 2 2026 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS REQUIREMENTS. C-101 3. ALL ELEVATIONS ARE IN NAVD88. Southold Town 4. THERE ARE NO STORMWATER STRUCTURES PROPOSED AS PART OF THIS PROJECT. Board of Trustees aM 2 a 4 5. THERE ARE NO WELLS LOCATED WITHIN-150 FT OF THE PROPERTY. -- - 6. THERE IS NO EXISTING GAS SERVICE TO THIS PROPERTY. EXISTING HEATING OIL TANK LOCATED IN BASEMENT OF RESIDENCE. ISR2601 SCUM BAFFLE B CHAMBER Volume(gal) Sedimentation Chamber 277 1 4 Anaerobic Filtration Chamber 278 4" 2'7z' Z'-4 Aerobic Contact Filtration Chamber 127 RECIRCULATION Clarifca0on Chamber 63 PWGC AIR LIFT PUMP Disinfection Chamber 4 ® DISINFECTION Total Volume 749 CYLINDER(OPTIONAL) 4-INLET PIPE q'OUTLET PIPE SPECIFICATIONS ENVIRONMENTAL ENGINEERING 8.CONSULTING A�p � Anaerobic Media PP/PE P.W.GROSSER CONSULTING ENGINEER 4 1 ( 9 Board Type Aerobic Media PVC/PP I PE &HYDROGEOLOGIST,D.P.C. 4 Aerobic Media PP/PE 630 Johnson Avenue..Sulta 7 Elmer 2.8 cfm Bohemia.NY.11716-2618 EFFLUENT Tank FRP Phone:631 SOM353.F_:1631)8w"705 INLET BAFFLE ® AIR LIFT PUMP ( ) © Piping PVC/PP I PE E-mall:PWGC.INFO@PWGROSSERCOM © Access Covers Plastic/Cast Iron Disinfectant(Optional) 1 Chlorine Tablets FLOW BAFFLE J 3/q'AIR INTAKE RECIRCULATION PIPE (CLEANING OPENING) B _ FLOW OPENING(TYPJ IWMANHOLEW/ PLAN VIEW DISINFECTION 4'DIA.PVCPIPE 4MAX ORE CO RISER 24'MANHOLE W/ CYLINDER(OPTIONAL) Zq-ACCESS COVER (SDR-35)@X-11'MIN. 1'MIN BURIED CONCRETE COVER AND SAFETY GRATE ORE CO RISER ADD RISERS AS AND SAFETY GRATE NECESSARY 2'MAX 2'MAX CONCRETE C7 GRADE EL.20.0'± FLOW OPENING GRADE 18.0± z H2O LOAD SLAB m BOARD TYPE INLET (8'MIN.) GRADE EL.20.0± ( CONTACT MEDIA EXISTING 4"CAST 0 E3 0 0 25'MAX. IRON PIPE 4"0 PVC PIPE ❑o 0 r--3 THROUGH 4'DIA.PVC PIPE ® 4'DIA PVC - INV.15.00' o E3 IM o FOUNDATION (SDR-35) (sDR-35) 10' o 0 1� T MIN. WALL INV.17.02' ® o 0 o COLLAR 5'-5" O ® NV.16.85' S,5„ RECIRCU ATION \ AIR LIFT PUMP \ \ INV.17.70' �, ❑0 0 0 0 0 0 0❑ 4,�7 4'31 4'27 00000000❑ i6'MIN. SANITARY LINE g 8 8 ❑0 0 0 0 0 1�o❑ PENETRATION ... ❑o 0 o I� 0 0 0❑ ;INTOAVIRGIN ❑0 0 0 M o o O STRATA ® © OF SAND& pF Nf AEROBIC MEDIA 10'DIA. , GRAVEL \ TO GRO NIDWATER BOT.ELEV.5.00' AERATIONASSEMBLY BACKFILLWITH BOT.EL.12.61' Y���� CLEAN SAND& SECTION A-A VIEW GW SECTION B-B VIEW _ GRAVEL EL.2.0'± q i HIGHEST EXPECTED GROUNDWATER ELEVATION 2.0' — r (CONFIRMED WITH USGS DEPTH TO WATER VIEWER) �0 105360 PROP. CLEANOUT FUJI CLEAN TREATMENT UNIT-CEN 5 SANITARY-LEACHING POOL pR�F'SS40Np�" SCALE:NTS SCALE:NTS SCALE:NTS NOTE: Unauthorized alteration or addition 1. REFER TO THE DESIGN CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF to this drawn and related doormen s is a violafion of Section 7209 THE LEACHING POOL. of the New York State Education Law 2. THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE LEACHING POOL.THE CONTRACTOR SHALL INSTALL ADDITIONAL s 'DUMMY RINGS'AS REQUIRED TO ACHIEVE THE EFFECTIVE DEPTH SPECIFIED. 4 3. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO z H-20 LOADING. 0410312076 03123/7026 ISAAC-RAE STUDIO 430 MAIN STREET GREENPORT,NY 11944 n� 510 TRUMANS PATH PROPOSED I/A OWT SCDHS APPROVAL BOX SANITARY SYSTEM 510 TRUMANS PATH EAST MARION,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 1000-31-12-1 � - � SYSTEM 1 - DETAILS C-1 02 � o1dTDwn 3 4 o;Srustees ISR2601 ❑Step 15:Finalize Controller Wiring.Please have licensed electrician refer to wiring diagram in this Sheet manual and enclosed separately In alarm/comral panel.An upgraded Fuji Clean USA controller is g' /. - a I. ' available if telecommunications or alarm count is required.Please contact Fuji dean USA for details. Circuit Alarm Circuit Breaker Riser Safety Grate Carbon Filters Breaker Float Switch,Pressure Switch, Test/Normal/ Applications General Air Blower Test/Normal/Silence Switch Silence Switch Applications General fk,.,bgawfi oxeeucaaB d�'eaa°°°"w °Q- the 0mcapIs n bl,Isa5awm.anNxo•;ma�inpac PWGC Ibnvmkn.liftedola, tweet®p b ran FR.m nh.ro wm piam of Ito carbon park. Circuit Breaker Orencas rlon{rmdng polypropylene bar safety grates let Inside Grenw's riser safety gmes: a ore.Cre.repkcaneW imquerxyvra be based on thewMrc and of an access dw.N help Prevent People ar took from fallilg Into the *F 6raa90 d gas®mein-bbed by ee elks Cob.iediave pack. Extra component if talk m •� min atef!and rHnPre' a).,a Upte lxahi .am oxnamae. a,abbl.. ( P opening.They am sized to at Inside of Ultra-lab',Pam�La^, wmeer c� -,r; Alarm Beacon and equIrelat •Allowsenice mYdersto rest fiftersaroNamn ants an the ENVIRONMENTAL ENGINEERING 800NSl1LTING necessary,such as Kor��' grate inside th rise N dean and lase Nam Wt. discharge pump) Caron Standard Models •Prevent sell buildup when Installed in the botmm of a valve box. [T&aF4,06 P.W.GROSSER CONSULTING ENGINEER 'r �'" `- •Fit most brands of ribbed PIC profile pipe. Praha &HYDROGEOLOGIST,D.P.C. Product Cade Diagram •Pre made of rloanrrodmg potypropytene. ���� 630 3ohnson avenue..suite 7 iron) so Rate DF(] Bohemia.NY.11716-2618 a Po9Br5a7ely glare mesh delag Phone:(631)589-6353.Fax:(631)6894e705 Pressure Switch C.`' 0.26• Standard Models )-U^I TTFm- E-mail:PWGC.INFO@PWGROSSEP-COM RG72,flG18,flG21,RG24 vlaama Cap O U Materials Of Construction: EVELING WEIR Materials of construction SHAPE laser grate Porpnoyene Set ern. �r Wedecw: DBSr aan/ar(63.1Ti°�ob).rIx`4_R) Carte C h_gozxdoxbm Specifications I� w a 1dny`e`ewe ad19 � "seen Pkte PdyeSpae Terminal Blocks Rm2 RG1e R1321 RG24 � RIBS THAT PROVIDE Diameter,In Pmry 11.70(297)1750(445)2050(521)2325(591) Specifications o FRICTION FOR ALL FITTED Thtmess,m.unm) 0.50(13) 05003) 0.50(13) 05003) a Dhewom CF3 CR CF6 O ` O 4"0 PIPE ID a Weigle.Ile IXP) 0.70(0.3) 1.7(0.8) 2.30,0) 3.0(1.4) �- 0 -� Ahft" 5n(139) S(139) 9(2291 M.load,ibOd 350(159) 350(159) 350(159) 350(159) MaftwayWe Ott.) ain(" to n5al Impi8) ta%146N c GEAR AND RACK AG20 nselsa7eyprate M.tankepenmg 10.0(254) 155r390 185(470) 20.0(508 Cin(rod 1ha1.9) lye o6q 3%(87.3) Wiring Diagram stet,m.(mm4- o.mpmd 3h(ae.el• 4hp14r 6%068' PROVIDES POSITIVE ONE Horn '�•TM'��as�°v�°+e�a°a�am9°�°�°•a�am m+�a Cvbmwe4fCre lhD: 0.910A11 1sp.73) e.o R7S POLYLOK EQUALIZER TIME LEVELING ■ am rnez lssmwdy.mamrw: a1a 0.14 0.14 PART N0.-3049 ■ �..er...ee°•mm.rmw...�.em.m..,.va.ma MATERIAL-FILLED POLY PROPYLENE END CAP LEVELING DEVICE DETAIL 1_0F N f wy SCALE:NTS at p� _ _ .__ �/' _ � ''•.. cw.enarear.r.m4 aegmarl�.rriday ftm �'p Oem}.�a'4c,m1/Jaaaln,a�eW,ae9l4mr611•�JR<ea•541�aeMi•awMxamm Q / t. Waterti hts Incoming Air - -.-. Neutral Block g Grounding Block CARBON FILTER DETAIL +- PressureTubing 7Lryvyi¢trW 0e rtrasr rr.oW 7�a aemam uaeaffi7�an nor n ( I �c ly ta,r ravrroevrg.(asaway7E9artlmbtay9mta snorer rarmmrayaer+ J C" SCALE:NTS tr�^0 105360V FUJI CLEAN CONTROL PANEL DETAIL RISER SAFETY GRATE DETAIL A'��FESSIONa`' SCALE:NTS SCALE:NTS INCOMING SERVICE, UTILITY 200A,10,120/240 Specifications VOLTS .. Unauthorized alteration or addition CIRCUIT to Nis dravring and relateddocuments Model MAC60RI I MAC80RI I MAC100R11 is drawn on at Section 7209 6 3 8' CFM 2.1 2.8 3.5 (161) Air Flow Volume - - - - - FUJI - BREAKE METER of the New York State Education Law FUJI MAC PANEL Vm I n 60 80 100 80R11 CONTROL 7 Normal Pressure PSI - 2.2 _ _2.2 - _2_6 - BLOWER PANEL 5 ® ® kPa 15 15 18 NOTE: 4 Rated Voltage V AC120 1) BURIED ELECTRICAL POWER 3 1 FrequencY Hz 60 120 VOLT,10 SERVICE TO CONDUITS SHALL BE A MINIMUM i Power Consumption W 37 51 74 FUJI CONTROL PANEL OF 24 INCHES BELOW GRADE. ' 1b6. ADD rcx.lI ADprox.11 ADDrox.11 2#12,#12 GRD IN I'PVC CONDUIT EX.GROUND 2) ALL ELECTRICAL WORK TO BE m' •' weight - - NEW 20 AMP,1 POLE BREAKER PERFORMED IN ACCORDANCE Ito ADDr04/0312076 ox.5 ADProx.5 ADDrox.5 Roo a.. Outlet Pipe Dlamete Inch 3/4' WITH NEC. Power Cord Length I Inch 6'2' Performance Curve r` UL f I Le number E341420 ISAAC-RAE STUDIO 1 Country of origin Japan MAC80R11 ELECTRICAL ONE LINE DIAGRAM 430 MAIN STREET SCALE:NTS GREENPORT,NY 11944 Installation/OPeratlan III Maintenance Notes: - ® , ® - Install blower on leveled solid base. Ensure adequate ventilation 510 TRUMANS PATH If protect against direct sunlight. AC120V 60HZ 11 - Inspect and clean Internal air filter once every 3 months. -Recommend dlaDhragm/valve assembly replacement once every PROPOSED I/A OWT 12 months. ' A ' , SANITARY SYSTEM 1O 1 1/4' (Note+ a torn dlaDhragm rill trigger the Automatic-Stop function.) 4.5 • a 33 -Please make aura to follow the Instruetlon manual. 4.0 510 TRUMANS PATH EAST MARION,TOWN OF SOUTHOLD 3.5 SUFFOLK COUNTY,NEW YORK LL 7W`J 3.0 Joao-s1�dz-1 �s E � - 2.5 HARDWIRE TO > ELECTRICAL,n t,o-32 PANEL o 2'0 Q DETAILS i 1.5 � • 1.0 0.5 APR 2 2 2026 1 1 4' 4 3/8' 0 0 -10 3 110) (31.5) I10 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Southold Town FUJI MAC80RII BLOWER DETAIL Pressure[PSI] Board of Trustees 4 4 ALL drawing measurements In Inches(mm). SCALE:NTS '_^ ISR2601 S.C.T.M. N0. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S): 1 MAIN ROAD U.P. U. LAND N/F OF BETTY BILLMAN 18 31 p 001 18 \ 20 16 \ n E 16 20 16 18 20 Lv OLOI /,Ip HEDGE U.P. 14 20 12 �\ 4 6 8 10 18 ham 16 :•4; f �,�, 2\ Sq S`` c� \ FRESHWA WETLA DS BO MAR \ AS DELINEAT BY 16 \ CONSULT TS SE 13, 024 2.4'ROOF OVER ::•\. •, .,. • '. WOOD WALKWAYS \\ 00 (117 S.F.) GRAVEL DRIVEWAY. -14 BILCO :..jS=�: :::::::::::.. ` 12 5.5'x4.4' 'D >Y ......:::.... \ !�N .. ..:...:.:.:. 10 F22cyy�A.... '` 20 \\` 20 �SSoo�c`'' : :::.�s2::... 16 18 20 18 ::��ti 5�oe 14 2 \ O : ':��ti of 12 �\ 16 WELL •:•::;.�;,;.: 20 �FS� 10 14 \ \ 14 �'.• G 8 81012 18 o�a��\ 18�� ••` 16 l \ 16 ` 12 10 �2 \\ 14 '�� 8 26Q 12 6 10 6 _ug , 1 8 8 20 10 12 6 14 16 APR 2 2 2026 I 18 0 LAND N/F OF MARILYN PASIERB SoUtholdTownWATER SUPPLY I 4 1 LZCAAONS SHOWN ARE ELFROM FIELD OBSERVA77ONSOOL LOT COVERAGE OF TOWN I BoardofTrustees AND OR DATA OBTAINED FROM 07HERS. BUILDABLE LAND 4 PLAND AREA: 47,583 S.F. or 1.09 ACRES DWELLING:999 S.F. I AREA: 50,510.48 S.F. or 1.16 ACRES ELEVA7►ON DA7UM: NAVD88 GARAGE: 307 S.F. I 2 UNAUTHORIZED AL7ERA71ON OR,ADD177ON TO 714IS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA710N LAW. COPIES OF THIS SURVEY TIERED WOOD DECK&STEPS:529 S.F. 1 MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 59 S.F. 1 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI70N SAUNA W/ROOF OVERHANG: WOOD WALKWAYS: 159 S.F. ��� , LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 7O THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE TOTAL:2011 S.F. or 4.2% ` 0 NOT INTENDED TO MONUMENT THE PROPF1i7Y LINES OR TO GUIDE THE EREC77ON OF FENCES; ADD171ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS �\ 20 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY \\ S 6 SURVEY OF.DESCRIBED PROPERTY OF NFI1 CERTIFIED TO: NINA BRONDMO; E �\ MAP OF. �P��N M W0f y0'P FILED: _� or- W SITUATED AT.EAST MARION Y TOWN OF.SOUTHOLD \ -44� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �s osoea2 J� Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE #224-138 SCALE:1"=30' DATE:NOV. 7, 2024 N.Y.S LISC. NO. 050882 PHONE (831)288-1588 FAX (631) 298-1508 510 TRUMANS PATH EXISTING CONDITIONS BRONDMO RESIDENCE ARCHITECTURE ISAAC - RAE & 510 TRUMANS PATH DESIGN 1 m,r„� 3� ' ;tf�e ?3y z ra op � -- op 40 ;--"f -!�'.l=r>�'` '.r y: �,� v'�' .'�'tom= •`=1:s.. -7, - to NMI f IZAJ. v I A,� I I R r wig " , I i A i� yk� I 1 1. 1 . I 1� rv, rj !"ink 't7 ;jj A L t NIL% t5 I gj$ MR." -t W- i 47TR 4 qp Nip qf� - u'•`lT•4'l1 PTANN f Wow c 1 i ;`ArJiti,�• ! , 4., PE on r � `! .rl�+! \� �'f . �-'1 � i' �. '.� 4 }Y � ��r� \i �,�`1�!Ir +1�:� ��•�d���.�r ; v.� 3 a�.�e:3'+j +�, � _ � �1 �L'ii�'�� -'��, 1 'i��N p � >� �,'�4 �� ! � ( e �9`� '1�'.�. � dii. ys .. 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F • Q 3 COUNTY OF SUFFOLK V N NOTICE E �wc�w ]POP SECTION NJ ems_. u— ——_ "'""a—' __ —_— `n —� ..,,, —�— Rc�l Property Tn:Service Agency " �,�rc<..,awlw eNEae r 0„ IN a� M wumoEp 031 N wu y—__ __ __ __ o tin t rrr rAm.Tr.Mvl A)'IIWI H.PT b PRpBtEO p sew+___.__ __..__ u' —__— w.a.. (71) .. p __ Hobson, Thomas From: Hobson, Thomas Sent: Tuesday, May 5, 2026 10:25 AM To: 'Margot Rae Coffey' Subject: Brondmo - 510 Trumans Path, East Marion Attachments: Authorization Forms.pdf Hi Margot, I'm going through your application and noticed we are still missing two of the authorization forms. You submitted the Agent Authorization Form(page 2 of the attached), but the homeowner needs to sign the Affidavit(page 1)and have it notarized. Both you and the homeowner will need to fill-out and sign the Transactional Disclosure(page 3 of attached)as well. Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 1 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday, April 20, 2026 12:04 PM To: margot@isaac-rae.com' Subject: Brondmo; SCTM#1000-31-12-1 Good morning, The Trustees office received the Wetland Permit application for this property and determined that the application is incomplete for a number of reasons. The application packet is being mailed back to you today. • The beginning of the Trustees jurisdiction is not the edge of wetlands but the top crest of the slope, along with everything down the slope through the lake. • Will this proposal be considered a Demolition per the Town's Building Dept.? if yes you need to apply to this office for same. Be advised that if the project is applied for as not a demolition and it turns into a demolition, the Wetland Permit will automatically be void and a new Wetland Permit will have to be applied for. • Please submit four sets of full architectural plans (one full size and three 11"x17"), including elevations of existing and proposed, interior plans of what is to remain/replaced/modified with a legend, and dimensions depicted for each structure, including decks or on-grade patios, modifications of exterior walls,etc. • The crest of the slope line appears to be missing from your site plan. Please update it to depict that line. • Please update the distances from top of slope to existing and proposed structures. • The Board had updated Town Code Chapter 275 to require "pier lines"for new houses/additions to houses. A pier line would be a line drawn from the most seaward roofed-over section of the abutting house to one side to the same on the opposite side of the property you are applying for. Because there is no house on the northerly side of this house, I would recommend just drawing a straight line across the applicant's property from the southerly house. This is to show that the additions are not going past this"pier line." You can call me to discuss this if you are not quite understanding this Board's requirement. • It is recommended that all appurtenances be applied for so that minor(not more than 50%of a structure) ordinary maintenance& repairs can be performed without coming in for a Trustee Permit. • ,Please add the proposed I/A OWTS to the application,and if you have it four sets of the engineer's plan for the I/A. • A stormwater management plan was not submitted. • Is this a proposed one-story addition or two-story addition? • Please update your written project description to include the existing dwelling footprint size. • The three authorization forms are not completed by the owner. • The fee for this application is$1,250.00. Check made payable to:Town of Southold. This is just a preliminary review. This application is subject to a further review upon submission of the revised application packet. ECiza6eth Cantreff Administrative Assistant Town of Southold r Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 1 1 - Glenn Goldsmith,President 'of SoUry Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 ti� l0 P.O.Box 1179 Eric Sepenoski 1 Southold,New York 11971 Liz Gillooly Elizabeth Peeples � � Q Telephone(631) 765-1892 Y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only {{�� Coastal Erosion Permit Application , E C� E � �J�p E � Wetland Permit Application Administrative Permit _ Amendment/Transfer/Extension APR 2 2 V6 Received Application: y Received Fee: $� ° Southold Town Completed Application: aso Board of Trustees Incomplete: _ . SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: --Coordination:(date sent): _LWRP Consistency Assessment Form Sent: �f Lai CAC Referral Sent: `Date of Inspection: fo�3 oZ Receipt of CAC Report: _Technical Review: Public Hearing Held: o a Resolution: Owner(s) Legal Name of Property (as shown on Deed): Nina Alice Brondmo Mailing Address: 510 Trumans Path, East Marion, NY 11939 Phone Number: 646.275.2447 Suffolk County Tax Map Number: 1000 - 031.00-12.00-001.000 _ Property Location: 510 Trumans Path, East Marion, NY 11939 (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable): Margot Coffey, Mailing Address: 430 Main Street, 2nd Floor, Green port, NY 11944 Phone Number: 646.275.2447 Email: margot@isaac-rae.com Board of Trustees Appli; ' -ion GENERAL DATA Land Area(in square feet): 54,886 SF (1.26 acres) Area Zoning: R-40 Previous use of property: Single family residence Intended use of property: Single family residence Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _allo If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes _ _No If"Yes", please provide copy of decision. X his project regpiq any demolition as per Town Code or as determined by the Building Dept.? Yes I I No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? Fx_1 No ❑ Yes If yes, provide explanation: _ Project Description(use attachments if necessary): Construction of a 960 SF addition (footprint of proposed is 34'-6" x 43'-8") to the existing 999 SF single-family dwelling (footprint of existing is 24'-7" x 40'-7"). Total proposed building footprint equals 74'-4" x 43'-8". Work includes foundation, framing, roofing and exterior finishes, along with necessary utility connections. Work also includes refurbishment of the 529 SF existing wood decking on the south side of the house, towards Marion Lake, making the deck a total of 605 SF. Note, the addition is within 6 FT of the top of the crest in a similar location to the pre-existing 307 SF garage (footprint of garage is. 20'-2" x 15'-2") in order to minimize site disturbance. Board of Trustees Appli,' ;ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Construction of a 960 SF addition (footprint of proposed is 34'-6" x 43'-8") to the existing 999 SF single-family dwelling (footprint of existing is 24'-7" x 40'-7"). Total proposed building footprint equals 74'-4" x 43'-8". Work includes foundation, framing, roofing and exterior finishes, along with necessary utility connections. Work also includes refurbishment of the 529 SF existing wood decking on the south side of the house, towards Marion Lake, making the deck a total of 605 SF. Note, the addition is within 6 FT of the top of the crest in a similar location to the pre-existing 307 SF garage (footprint of garage is. 20'-2" x 15'-2") in order to minimize site disturbance. Area of wetlands on lot: 22,586 square feet Percent coverage of lot: 41 . % Closest distance between nearest existing structure and upland edge of wetlands: 68' - 3" feet Closest distance between nearest proposed structure and upland edge of wetlands: 91' - 3" feet Does the project involve excavation or filling? X❑ No Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A .feet Proposed slope throughout the area of operations: Less than 1% Manner in which material will be removed or deposited: All materials will be brought on and off site by construction crew to build addition and refurbish decking. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): A silt fence buffer will line all wetland boundaries during construction. The addition will minimize impact to the surrounding natural features as it will be in the location of the pre-existing garage. The refurbishment of the exterior lake side decking will prevent further aging of the structure to protect the surrounding environment. 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 510 Trumans Path Project Location(describe,and attach a location map): 510 Trumans Path, East Marion, NY 11939 Brief Description of Proposed Action: This project is seeking a wetlands permit. Non-tidal freshwater(Marion Lake)is south of the pre-existing home. Construction of a 960 SF addition (footprint of proposed is 34'-6"x 43'-8")to the existing 999 SF single-family dwelling (footprint of existing is 24'-7"x 40'-7").Total proposed building footprint equals 74'-4"x 43'-8".Work includes foundation,framing, roofing and exterior finishes,along with necessary utility connections.Work also includes refurbishment of the 529 SF existing wood decking on the south side of the house,towards Marion Lake, making the deck a total of 605 SF. Note,the addition is within 6 FT of the top of the crest in a similar location to the pre-existing 307 SF garage(footprint of garage is.20'-2"x 15'-2")in order to minimize site disturbance. Name of Applicant or Sponsor: Telephone: 646.275.2447 Margot Coffey E-Mail: margot@isaac-rae.com Address: 430 Main Street, 2nd Floor City/PO: State: Zip Code: Greenport NY 11944 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources thatEl IF may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ ❑ 3.a.Total acreage of the site of the proposed action? 0.025 acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.16 acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) WAquatic Industrial Commercial Residential (suburban) Forest Agriculture QOther(specify): EParkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ ❑ X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action.meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: . ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X ' 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain HN O YES wetlands or other waterbodies regulated by a federal,state or local agency? X b. Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square fbet or acres: ]4. ntify the typic bitat types that oc n,or are likely to be found on tl�-project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional X Wetland Urban X Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? [KNO OYES b. Will storm water discharges be directed to established conveyance systems(7NO ff anm drains)? If Yes, briefly describe: X ES Our proposed site plan shows gutters and leaders to drywells. Gutters at the pre-existing main dwelling will remain. Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: � ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ___.__ ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Margot Coffey Date: 4/21/26 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ a. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El El existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ Ela.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, El ❑ architectural or aesthetic resources? 9_ Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate , small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage Elproblems? 11. Will the proposed action create a.hazard to environmental resources or human health? 1:1 0 Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to Iarge impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term,Iong-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(ifdifferent from Responsible Officer) PRINT Page 4 of 4 40ard of Trustees Applicift AFFIDAVIT -0 U j / IV 1 v IV t BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. c � Si ature of Pr Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF "/ ,207C VASO PATEL NOTARY PUBLIC,SPATE of NE*TbRK Notary Public kegistrationNo.01PA0008407 Qualified'in Kings County Commission Ex pves 05122I2427 Board of Trustees Applica in ALTMORtIZATION (Where the applicant is not the owner) I/We, owners of the property identified as SCTM# 1000- 3 in the town of r l��i(��t .New York,hereby authorizes M o� Ca �SaCtc CIF to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. LAlr'--el Z� x N � �ojty Own s S- tore Property Owner's Signature SWORN TO BEFORE ME THIS ZD DAY OF ,20 Z(v otary P blic BRI NYAC NRAD Notary Pub of New York Reg.No.01C06245154 Qualified in Suffolk County Commission Expires July 18,20�/'I APPLICANT/AGENT/RE-PRESENTATIVE TRANSACTIONAL DISCLOSURE FORM TheTown-of Southold'-Code of I'thtcs prohibits connidls'of it tcrest h the part ij t officers anii cmnlovecs.'1'lie ntripoec of this form is to provide inforination which can alert die town'of possible conflicts of inten:st and ulloud it to take whatever action is• neecssiry to avoid same. YOUR]NAME: ` C SM21 t (Last name,first name,.rpi l initial,unless you ate applying in the name of sM==T,%t vd•oRtt eU&J,va&ss acumpaoj If sa,iodicafethe other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building r Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or titrougli yowconipany;spouse,stilling,parent,-or child)Have a relationship witfi any.officer or caiptoyec of the Town of Southold?"Relationship"-includes by blood,ularriagc;or Business interest:"Business interest"mcaits-a business, including'a partnership,in=which ilia town officer or employee has even a partial ownership of(or cntpioymsttt by)a corporation in'which the town officer or employee owns more than 5%of the shares: YES NO of rs form and date and sign if you answered YES",.complete the balance where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agGnt/representative)and the town officer or employee.Either check .the appropriate line A)through D)and/or desc .be'in3he space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all'thatapply): A)'dic owner;of greater tlian S°�a of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal orbeneficial owner of any interest in a non-corporate entity(when the` applicant Is not a corporation); C)an officer,director,partnei,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELAMUNSIMP Submitted this 6P day o -1q94Y 200 6—, cc Signature' - <, �rYrrtt N Form TS l oard of Trustees Applica, an PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: 3 � - la - a 31 - I ► � ll 3I � 11 - ly STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent.mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this 'Day of 320 Notary Public NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the. Peconic Community Center Auditorium, 1170 Peconic Lane, Peconic, New York, concerning this property. OWNER(S) OF RECORD: NINA ALICE BRONDIVIO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing garage, main entry stairs to dwelling, and remove portions of existing driveway; construct additions onto the existing 999sq.ft. one-story dwelling with a side entry platform and steps consisting of a 960sq.ft. one-story addition that includes a 10'x11' front entry terrace on a slab foundation; remove existing 529sq.ft. seaward deck and construct a 605sq.ft. tiered wood deck with steps; existing walkways and 59sq.ft. sauna with roof overhang to remain; abandon existing septic system and install an I/A OWTS sanitary system landward of dwelling; and reconfigure existing gravel driveway. Located: 510 Trumans Path, East Marion. SCTM# 1000-31-12-1 TIME & DATE OF PUBLIC HEARING: Wednesday, June 10, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoIdtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A_ proposed--action will be evaluated as to its sigRificant beneficial and adverse effects upon the coastal area(which includes all.of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 031.00 - 12.00 - 001.000 PROJECT NAME 510 Trumans Path The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees X❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: This project is seeking a wetlands permit. Non-tidal freshwater(Marion Lake) is south of the pre-existing home. Construction of a 960 SF addition (footprint of proposed is 34'-6"x 43'-8")to the existing 999 SF single-family dwelling (footprint of existing is 24'-7"x 40'-7"). Total proposed building footprint equals 74'-4"x 43'-8". Work includes foundation, framing, roofing and exterior finishes, along with necessary utility connections. Work also includes refurbishment of the 529 SF existing wood decking on the south side of the house, towards Marion Lake, making the deck a total of 605 SF. Note, the addition is within 6 FT of the top of the crest in a similar location to the pre-existing 307 SF garage (footprint of garage is. 20'-2"x 15-2") in order to minimize site disturbance. Location of action: 510 Trumans Path, East Marion, NY 11939 Site acreage: 1.16 acres Present land use: Single family dwelling, residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Margot Coffey (b) Mailing address:_ 430 Main Street 2nd Floor, Greenport, NY 11944 (c) Telephone number: 646.275.2447 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. FX]Yes ❑ No ❑ Not Applicable This project retains the existing community character, preserves the open space on the Lake side and makes efficient use of the pre-existing infrastructure by targeting the pre-existing garage footprint for the proposed addition area. The exterior finishes of the addition will match the existing structure in kind to maintain the character. The location of the addition strategically uses the area surrounding the pre- existing garage to minimize land disturbance and the natural surroundings of the site. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable This site does not have any historic or archaeological resources nor is it adjacent to any of these resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable This project enhances visual quality on site by investing in key updates to the main house structure through the proposal of an addition. The addition will rehabiliate the overall aesthetic by matching the new exterior finishes in kind with those at the main house and by removing the pre-existing and outdated garage structure. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria X❑ Yes ❑ No ❑ Not Applicable The proposed project is sensitive to the Marion Lake adjacency on the south side of the property. The area of new construction is targeted in the area of the pre-existing garage footprint to minimize disturbance to the land and natural surroundings. The proposed decking is designed to match the pre- existing aesthetic in kind and to tie the main house and addition structures together cohesively. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ONot Applicable The proposed project does not impact the water quality and supply. The proposed new decking will not create stormwater runoff because of the permeable wooden slat material. The new addition will have gutters and leaders to drywells. Attach additional sheets It necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑No ❑ Not Applicable All standard precautions will be taken while construction is in progress within the 100 ft wetland barrier. Silt fencing and hay bails will remain along the boundary throughout construction. The construction of the addition will further protect the Southold Town ecosystems by ensuring the systems and infrastructure on site are in good standing and do not jeopardize the quality and function of these ecosystems. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No X❑ Not Applicable This proposed project will not impact air quality in any way. Therefore it will support the continued protection and improvement of air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No N Not Applicable This project does not involve any alteration of or handling of solid waste and hazardous materials. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeLl No 0 Not Applicable This project does not impact or inhibit any public access or use of Marion Lake and there will be no loss of existing visual access to the lake. Attach additional sheets if necessary WORKING COAST POLICIES' Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No X❑ Not Applicable This project does not interfere with Southold's water-dependent uses. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 1K Yes ❑ No❑ Not Applicable The adjacent tidal waters to this project site will remain untouched and not impacted. This project does not interfere with the sustainable use of living marine resources in Marion Lake. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. X❑Yes ❑ No❑ Not Applicable The proposed project takes place on an existing developed residential lot with an existing home and does not take in any significant renovation or construction. Therefore it supports the continued protection of agricultural lands in the Town of Southold. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No ❑ Not Applicable The proposed project does not add any significant energy burden to the property and there is no adverse environmental impact on energy or mineral resources due to this proposed project. Co-founder, PREPARED BY Margot Coffey TITLE Isaac-Rae Studio DATE 4/21/26