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HomeMy WebLinkAbout1000-115.-10-1.1 k� 1 iNiIF AREA #I: DH LANRESERVE/ a DEVELOPMENT Q f * k Y W Am Lu RAJ L e co gg, lot 1 d : 1 Dy�EI'1"I Wp,TEr2 Q �' U-) 1 1 pUBIIG _ _ - - - - - - - z, I 07 DF_MOL I TI ON OF EX I STI NO iR_ES I DENT 1 AL :INELL I NO, AE3AMD DWONI�ENT 1 FLUNG VA/ 1 - - _ o Wp,TER _--_ - A' , � II _ � OF EX I ST I NO SAN 1 TART' S'1'STEM EX I ST I NO OIL 7AN< 1 pUB�'G z C9 - FROOSD ?�RNi STMD 1 - o c o N PROFOSED AOR I c,.,ULTURAL FRODUGT I ON BU I LD I MO _ �_ ---- - --__ ry v - i�ROPOSD SOLE 5ARM ° - gq .2i4 > q N ° OOm � SUBJECT PROPERTY ^�.., -- - f=ROFOSED FARNIHOUS � - O ; 101,� a Q 0 O SIG ' OUgES G12EEN� w/ PUBLIC O1- - � � "�� - _ l 1 11 WA 5 U �- I ti6 APPROX. LOCATION OF i .r► NEARBY PRINCIPALLOCATION MAP nW _ -(q6• --- - -_ � - DWELLING STRUCTURE � 1 EE � - 1 .i SCALE: NTS _ _ D �--� TO °����� �. �, � � ? V I G W/ 1 -- - PARK NG �� 2G AID= 0 • pyJEl-1-IN p,?ER �- - ) YARD - - � � � 1 pUi31-IG W ---- 5PAGE5 I Q�, SET5AGCS D � LOT GCJVERAC7E n 1 SOUTHOLD TOWN GODS SGTI ON 280-04" 4-J - EXIST. DRAINAGE 4j0°E PROP.. °403 - i EXIST. HEDGE ROW go LOT DESCRIPTION (FOOTPRINT) AREA 4fl FARM 35g0� _-- )I' o�� 56Q°36'50"E GOVER.AGE �'I GRATE SGTM #1000-115-10-OI.001 STAND PROP. V " 43 82' TOTAL LOT AREA R=20.00 `� - __. '►► _- - U ,' I', �' ' (SGTM #1000-II5-IO-01.001) 620,542 S.F. S 1 AGRICULTURE u� U PERVIOUS L=33.53 1 gyp\ AREA #I: RESERVE/ -� ►►� DRIVE i '' � LANDWARD LIMIT OF 5�1,251 S.F. ° y , LOT AREA /; DEVELOPMENT (Sa,251 S.F.) - - �`► 0 ez? ,' '' TIDAL WETLANDS 15 EQUAL (AREA #I: RESERVE/DEVELOPMENT) - AREA #2 O ► �"� \L ° ► , 0 , TO BOTTOM OF BANK BUILDABLE LAND __- ROADWAY ASPHALT O ► Q # ❑ cr\ ► Q v r'k, �� (AREA I: RESERVE/DEVELOPMENT) �. (115 S.F.) ► �r� -�� �� 7Q 055 S F i �� � 0 j EXISTING GARAGE 251 S.F. 0.395 a� �,, .0 011) ° �� �/� PROP. �E 0' �4 0��'��'���' ��� m�p� DEC- TRUSTEES-APPROVED DOCK l2) 15 S.F. 0.05Yo PROPOSED FARMHOUSE w/ DECK 316 S.F. 1.796 � � � �', A �► � LINES �'� �;',' " HATCHING INDICATES �3 NON-DISTURBANCE BUFFER PROPOSED POLE BARN 2,976 S.F. 3.89)b i i'ROP"'ke. i - _ _ , . PROPOSED AGRICULTURAL 1,440 S.F. FROD - _ -r L.P. ��� ------ t - ' ' ' HOLE PRODUCTION BUILDING �.� T� �� �z �� C R E E K PROPOSED FARM STAND 255 S.F. 0.4530 10' ► i '' �- O ► I MIN, , �' r,' i 4 z APPROVED PIER w/ 4-WIDE TOTAL AREA OF ALL STRUCTURES 6,256 S.F. 5.0�O ► i � �; � �\ Q �\ \ ► / � li, ✓, i/, � �� d'Z V W_/ ACCESS PATH THROUGH NON DISTURBANCE BUFFER PER DEC G.T. � . � � �Y' ,'����, m -a� � MAXIMUM LOT COVERAGE ALLOWED:: 20% _ PERMIT NO. I-4'I38-04281/00003 8 PROP. ----�T----- � r---_ �i' ° r _ 'i 1 m TRUSTEES PERMIT NO. 105.11i - "BUILDABLE LAND" EXGLUDE5 ALL LAND 5EAWARD OF THE TOP OF BLUFF LINE,AND LOT GOVERArvE POLE i f �'"� ,; 0 � PERCENTAGES ARE RELATIVE TO THE TOTAL BUILDABLE LAND AREA OF "AREA#I". A lR SU,�'PL AREA OF DOCK UPON "BUILDABLE LAND".TOTAL AREA OF DOCK UPON ENTIRE LOT AREA IS 13 i S.F. --{-- ro ,1 OGK FENCE ToIIBE BARN /LI „' LIMIT OF EXIST. TREE LINE o REMOVE D i� �� �,� (EXISTING CLEARING) d co SGTM #1000-115-IO-01.00 �L_____ i i EXI57. 1-5TORY ND, FR. DWELLING w/ X AGRICULTURE ► �' WELL IN BASEMENT TO BE ► , , o PROJECT LOCATION & SCOPE ' TOWN DEVELOPMENT RIGHTS i �% DEMOLISHED; WELL To BE �g00 .00 (2) �I xlq PARKING , s� P ABANDONED PER SCDHS STANDARDS. SITE PLAN & ZONING DATA L SPACES UPON I/A OWTSi ► L.P. TE T J 41 -a (PROP. SEPTIC SYSTEMS _ �, 'Ho, E �� " , `, IIji� of EXIST. GONG. COVER; V.I.F, STRUCTURE GENERAL NOTES , PROF. r � L,-� �_� DESIGNED BY OTHERS) ; , (lz ( � CT 9- , rn BELOW ABANDON IF CONNECTED To STRUCTURAL DESIGN CHARTS pRS � �- EXIST. SANITARY SYSTEM <� k DECK ---, - -00 .00 HOLDOWN, ANCHOR BOLT, EXIST. OIL FILL CAP; EXIST. TANK r AREA #2 CP , �y To BE EMPTIED ABANDONED STRAPPING & NAILING DETAILS TOWN OF SOUTHOLD � ' o ❑ ❑ �n, _2�' SIDI= YARD SSA K �.r EXIST. CESSPOOL TO BE ABANDONED FASTENING SCHEDULE - - �'�"i _ DEVELOPMENT RIGHTS - A.CSSOP r� PER 5CDH5 5TANDARD5 STJ� FRS) O \ EASEMENT AREA '� > -- _ D � EXIST. GRA55 RIVEWAY FRAMING GRAPHICS ` � " � - - � 426 63 S.F.) ❑ � .--__ - _ - - BEAM CONNECTION PATTERNS EXIST. UTILITY \ !DWE__ NG-i _ ❑ ' EX15T. I-STORY WD. FR. o, ~POLE (TYP,) -- - - - 12.2 x20.3 GARAGE w PLA KING ,-� 0 1HGL� , � � � FIREBLOCKING DETAILS � � 40 21 W 54.64 ° 20 E �N °q 20 1 - ®EXIST. IRREGULAR WIRE FENCE .00 SITE PLAN DETAILS o � y,�� , �• � --'-- I 'Iq.52 35.12 '1 55.5 �, � �\ EXIST. GRAVEL D'RI_VEWAY', z No �.� � PROP. STORMWATER SITE PLAN O of I rn A- 10 .00 FARM STAND: AREA #2 OI EXIST. 1-STOR`I' ��T_r AGRICULTURAL ` STRUCTURE AREA ,�, �,, �1 - BUILDING DATA & SCHEDULES O ND. FR. GARfj(GE ► 0 104456 5.F. _ o' �' - PLANS � � l ) r El _ DEEP DETAILS NS & SECTION LIMIT OF EXIST. AREA OF MOWED GRA55 _ -- 1 ELEVATIONS o EXIST. SEPTIC TANK $ LEACHING POOL , HOLE 3so, •, I �� C R E E K ®20 O0 PROJECT: POLE BARN: fi 7�> - BUILDING DATA EXIST:. 1-1/2 STORY 1 / - FLOOR PLANS DHC LAND, LLC WD. PR. DWELLING � A-202 .00 POLE BARN: ❑ ❑ -o "`O/ N° A 1 �. �N�� TIDAL WETLAND - FLOOR PLANS BOUNDARY As - DOOR + WINDOW SCHEDULES DELINEATED BY I ;�x x i fi EN-GONsuLTANTs ON - MINI SPLIT SCHEDULE 4180 NEW SUFFOLK AVE 1 ; ° MAY 4, 2021 POLE BARN: MATTITUCK, NY 11952 - FLOOR PLANS - DOOR + WINDOW SCHEDULES SITE LAYOUT NOTES: A 1 - MINI SPLIT SCHEDULE DRAWING TITLE: I. THIS IS AN ARCHITECT'S 517E PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED LL PROJECT LOCATION & SCOPE SURVEYOR. THE INFORMATION REPRESENTED V A Ii m O POLE BARN: I �j �. � -�� •�� SITE PLAN & ZONING DATA ON THIS 51TE PLAN 15 TO THE ARCHITECTS EX15T. 'HELL m' I I° N - FLOOR PLANS BEST OF KNOWLEDGE. 20 .00 EDGE OF POLE BARN: 2. SURVEY INFORMATION WAS OBTAINED FROM �� Q�, P WOODS �� s� 1 ®I ��-MEAN HIGH WATER MARK - ELEVATIONS A SURVEY DATED JUNE 50, 2014, M05T RECENTLY REVISED FEBRUARY 07, 2024, AND N 1 I ~ PREPARED BY: `� ���-�� ,1 - DOOR + WINDOW SCHEDULES �. EXIST. FIRE I ® PAGE: N HYDRANT 00� ` NI 1O,02.00 j Slq°51'12"E POLE BARN: KENNETH M. WOYGHUK LAND SURVEYING, PLLG 9 o ,III- L - 4j 0 "f I,� 16.35' N�' ELEVATIONS O � Y O D# 1 1 P.C. Box 153 0 \ ��"� _1 TM ?-V- \\ - DOOR + WINDOW SCHEDULES G-001m00 AOUEBOGUE, NY IIg31 EXIST. SG 1"fY PHONE: (631) 2ci5-1555 �� IRRIGATION \ �`� 1 LOV`I DENS 128.32 WELL HEAD �\ EXIST. -_ �20 .00 5. ELEVATIONS REFERENCE NAVD IQ55p5 0� WIRE 1 \ -- _ POLE BARN: EXIST. ROW OF FENCE 1 5-� '►�lo" w p� R ow_ - SECTIONS SPRUCE TREES O2� 001 4`1'0 PROJECT / ZONING DATA _ _ wl ���� O-II✓-1O" i�EES _ ❑ - nwE w�,TE� - ENERGY TABLE DATE: 03/30/26 1 OF 17 �7/3 \-- 6 TM #100 ��TUR� pow of _ - p�a�l - RISER DIAGRAMS TAX MAP # 1000-I ✓-10-OI.001 9�4'`Y EXIST. EDGE SG �GRIG S:XIST: 6 W/ N24e35 30 W „W _ _- - - DwE��I Wp,TERcp ZONING DISTRICT R-50 CONFORMING 13.67' OF PAVEMENT °4-I Ip - __ > IG POLE BARN: L V p NTl EGRESS FLOOR PLANS __ POLE BARN: LOT AREA � 14.2 ACRES 20.0' O N p�p � EXIST. AREA OF - �pU$LIG w�TER i �20� .00 - FEMA FLOOD ZONES X $ AE (EL.=6') N T _� MOWED CRAss � _ _-�� �o.V�. 'A I DETAILS #105-Ici: DOCK 82_4/MG ° 4D??3.9� Sw°4-�'1"o"w - i°- - pWE GIWR -ACCESSIBLE PLUMBING DETAILS U$� SOUTHOLD TRUSTEES #10CIOIX: DEMOLITION + UTILITIES C - WgTFR _- p FARMHOUSE: NJL: #1-47135-04251/00002; 10/ PENDING: #I-4735-04251/00003; o - BUILDING DATA NYS DEC EXIST. ARBORVITAE - FLOOR PLANS SUFFOLK COUNTY HD APPROV/ L7 PENDING 20.0' - ENERGY TABLE c D LLC S I TE FLAN .00 FARMHOUSE: - FLOOR PLANS SCALE: I" = 50'-0" - RISER DIAGRAMS 1 � - I NOTES 4 5FEC:f I GAT I QNS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I O N J IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUCLA5 FIR LARCH #2 $ BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY' ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT T0IT 15 THE AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK ',BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION ST ALLGATIS. I AND S FAMILIARIZED WITH THE PLANS PRIOR To WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR a 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L BLOC. BUILDING � KIPS (1000 LBS) GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINIED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF BILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD S. SOIL TO HAVE MIN. BEARIIN6 CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS L1J APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, A5 -� (� 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN65 TO REST A MINI. OF 4'-0" BELOW CRAVE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM 4. AT FLUSH FRAMING USE Ib &ACE METAL JOISTS HANGERS BY "TECO" OR OTHERWI5E NOTED Q 1. +-' (V ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL n; .O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED GO)NGRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. b7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. RULES ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. NO BACK FILL SHALL BE IPLACED AGAINST FOUNDATION WALLS RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I�1 TIER OF FRAMING I:S IN PLACE. G.J. CEILING J015T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig58 i ct 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5IPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER SHALL BE IDENTIFIED COL. COLUMN NYC, BG NEW PORK CITY BUILDING GORE O C (\J z O OF THE OWNER/BUILDER , _ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAMi POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER U WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. O X � (V SHALL BE CLARIFIED WITH THE ARGHITE`.GT/ENGINEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OGG. OCCUPANCY 0 0 Z C9 WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-005. O m LO q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DE51CN FLOOD ELEVATION O.H. OVERHANG a-J N a-.� LO 6. NO DEVIATIONS OR CHANGES TO THE: STRUCTURAL SYSTEM SHALL BE MADE P.T.T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE: AN ULTIMATE COMPRESSIVE STRENGTH AT 28 C O cu UNLESS APPROVED BY THE ARCHITECT/'ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. l0. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q �- B CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS " BEFORE THE START OF FRAMING ON PAGE G-003. GENERALLY, 5HEATHING IS OF I/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL CLUED LAMINATED 11. GONG• SLABS L REST O) MIN. RI b FINE GRAVEL OR SAND WITH D.J. DECK JOISTS P. GONG. POURED CONCRETE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GODEB. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS, ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOIRIT5 WHERE SLAB ABUTS FRAMING. n q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 ELEV. ELEVATION PLYWD. PLYWOOD �jJ II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRE55URE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LLED6E AND PROVIDE WEEP HOLES, APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHOINY PORTILLO, RA ..lJ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT' WRITTEN EXT. EXTERIOR Rl RISER PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR (BASED WATERPROOFING TO EXTERIOR OF FOUND. ' ` UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. U51N6 57RUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVrE FINISH GRADE.A5TM F.A.I. FFRESH AIR INTAKE RM. ROOM v 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 STRUCTURAL TURALM5456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE 16. NO CONCRETE OR MA50MiRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-0" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARCH ITEGT/ENGINEER. NO SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET TOP PLATES To BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE F.A.V. FRESH AIR VENT STL. STEEL 4_j 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR S.V. SMART VENT • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOIINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DEVON DRAWINGS, WHERE EVER APPLICABLE. r 1 c 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FL LIABILITY INSURANCE. ALL SHALL11 OOR JOISTS TEMP CL. TEMPERED GLA55 v COMPLY WITH STATE AN1D LOCAL GORES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 VEFORMEID BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK /r I(o. THE CONTRACTOR SHOULD FULLY 6UARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD, ASTM 057 SPECIFICATION FOR 6YP5UM LATH, OR ASTM G7q CONCRETE SLABS To HAVE bxb 10/10 WELDED WIRE REINFORCING. -ROE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL \L SPECIFICATION FOR 6YP5UM 5HEATHING BOARD. THE COMPLETION OFPROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENIN55 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD n 1 COMPLETION OF PROJECT. VJ AS PER PAGE G-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND GOND>ITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC, HARDBOARD OF DEEP d V-O" BELOW GRADE. FRPR. FIREPROOF TYP. TYPICAL Q ARCHITECT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, IINGLUDING ACCORDANCE H/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED TREAT LUMBER H/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: 1 ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THEE PERFORMANCE OF 6LA55 WINDOWS AND DOORS GYP. BD. GYPSUM BOARD VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOS5 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE 01'R DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY ATTRIBUTABLE OR DESTRUCTION IN URY,TAN 5I'C PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVIE71ONS OF U.S. DEPARTMENT OF COMMERCE 2, GLA55 DOOR5 AND WINPCOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INCLUDING THE LO55 OR USE RESULTING PROPERTY THER (OTHER (B) IS CAUSED K MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDEID. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/ WITH CONTRACTOR, ANY BY ANY SUBCONTRACTOR, ANYONE DIRECTLY O INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING 6LA55 DOORRS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LAS5, HN0R HANGER �WD. WOOD BE LIABLE BY ANY L F T OF WHETHER NE NOT IT 0 CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MCROLLAM LVL HOR. HORIZONTAL ZR ZONING RESOLUTION B. CEOROIA PACIFIC 2.OE 6-P LAM LVL Ib.2. ORIENTED-STRAND BOARD (0513), WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL EE INSTALLED IN STRICT ACCORDANCE WITH 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5TRIUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICA'kTIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINCSS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. APPLICABLE CODE5 AND Coon PRACTICE. DEVIATIONS MOM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRIITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARCHITEGT/ENC3INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM To AN51 A208.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS AR:E TO BE WEATHERED STRIPPED AND PROVIDE ALL NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS A1ND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NIE:CE55ARY FOR PROPER FUNCTION OF SUCH UNITS. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLIMATIC $ OEOORAPHIC DE51ON CRITERIA OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AM4.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. HHI CONTRACTOR T REMOVE 4 RELOCATE AS REQUIRED ,ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH, BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR GROUND SNOW LOAD WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN5 BOARD, q. ALL WINDOWS TO BE ANDIERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH (p PER A5GE 7-22) 50 LBS 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. ANOTHER WINDOW MANUFACT-URER, IT 15 THE RESPONSIBILITY OF THE 1.5.5. 5TRU07URAL PANEL 51DING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH BASIC WIND SPEED 130 MPH SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. THE CHARACTERISTICS OF TrHE ANDERSEN WINDOW SPECIFIED. THE 22. PROVIDE FIREBLOGKIN6 A5 PER NEW YORK ACCE551511LITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS fFOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, EXPOSURE CATE60RY B THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AG/AINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. SEISMIC DESIGN CATEGORY B UNAUTHORIZED USE UNDER FEDERAL LA.W BY THE ARGHITEG:TURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HASi SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. 22 FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL (0. H1NDOle45 IN TEMPERED 6LASSB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE WEATHERING SEVERS 0 D 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. GENERAL WIND PROTECTION CONNECTIOIsl NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR 6LAZIN6 IN BUIILDIN65 LOCATED IN WINDBORNE DEBRIS REGIONS FR05T LINE DEPTH 3'-O" � APR Z � 2 �6 a ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 5-005 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND SHALL BE PROTECTED FRot�4 WINDBORNE DEBRIS. GLAZED OPENING CONSTRUCTION;55TV to-qq AND 2015 5BG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING A5TM Elggb AND A57M EI88o(b. GARAGE DOOR GLAZED OPENING PROTECTION TERMITE MODERATE TO HEAVY w S UTHO U 70usrD I. A CONTINUOUS LOAD PATH BF-THEEiy FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHALL MEET THE REQUIREME:NT5 OF AN APPROVED IMPACT-RESISTANT P NNIN EOA D FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIIDED. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME B15.2.1 5QUARE AND HEX BOLTS AND SCREWS (INCH SERIES). STANDARD OR ANSI/DA5MA, 115. (NY5 RG R301.2.1.2) ICE BARRIER REQUIRED YES V HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTE'NIN6 DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO (NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANBI/TPI I NATIONAL DESIGN A THIGKNE55 OF NOT LE55 TrHAN J" AND A SPAN OF NOT MORE THAN 8' SHALL BE USED IN ACCORDANCE WITH MANUFACTURERS RE00MMENDATION5. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND TREATED WOOD a FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING, SURROUNDING THE OPENING. PANELS SHALL BE NYS izG TABLE R501 .-I $ NYS Br-, TABLE 1604.3 3. METAL PLATES, CONNECTORS, SGREW5, BOLTS AND NAIILS EXPOSED WALL H/STEEL SHIMS t A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED !WITH THE ATTACHMENT HARDWARE PROVIDED AS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Lu AREAS SHALL BE STAINLESS STEEL. OR HOT DIPPED 6AALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARZDWARE SHALL BE PERMANENT 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTNRAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6ACE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND> THE ANCHORS SHALL BE PERMANENTLY INSTALLED SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. ALLOWAIBLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUP*, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY STRUCTURAL MEMBER AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE H/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S DEFLECTI1ON PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. PLUMBING 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG I. CONTRACTOR SHALL IN5TA�LL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) RAFTERS HAVING SLOPES GREATER THEN 3/12 D H C LAND, L LC RAFTERS EXCEPT WHERE COLLAR TIE5 OF I"xb" OR 2"x<4" LUMBER 15 H/ b" RI5E b H/ (2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH F 1667 STANDARD L/I80 LOCATED IN UPPER THIRD OF ATTIC: SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE C-003. SPECIFICATION FOR DRIVEN FASTENERSRS:: NAILS, SPIKES, AND STAPLES. SYSTEMS TO NY5 PLUMBING CGODE AND NY5 DEG REGULATIONS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2• PROVIDE HOT AND GOLD :SHUT OFF VALVES AT ALL FIXTURES. INTERIOR WALLS d PARTITIONS H/I80 SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 3. ALL WATER PIPING TO HA\VE GLEAN OUTS AT ALL CHANGES IN DIRECTION 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVEFRY 48" AND EVERY MANUFACTURER'S GORE EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. FLOORS $ PLASTERED CEILINGS 1-/360 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B I8.6.1 ALL OTHER STRUCTURAL MEMBERS L/240 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING HOODSCREW5 (INCH SERIES). FOOT. 4180 NEW SUFFOLK AVE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5HINOLES OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MI1N. BOLT DIAMETER 5. GENERAL TRAP AND WASTfE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 MATTITUCK NY 11952 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHdOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERN15E MECHANICAL CONNECTIONS: - DISH WASHER...........................................2" PROVIDED WITHIN 6 TO 12 INCHES of EACH END OF EACCH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - KITCHEN SINK..........................................2" BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRET'E/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE - LAVATORY.................................................2" EXTERIOR WALLS - WIND LOADS VJ/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - SHOWER/TUB............................................2" DRAWING TITLE: AND AT SPACING NOT EXGEEDIN6 -4' ON CENTER. - TOILET..........................................................3" EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - LAUNDRY ..................................................2" GENERAL NOTES CONSTRUCTION. BY "SIMPSON" MANUFACTURER. - FLOOR DRAIN...........................................5" COVES AND REFERENCE STANDARD: ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 6. ALL SYSTEMS TO HAVE OhNE 3" MAIN VENT STACK AND INCREASED TO 4" STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2025 SPECIFICATIONS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL THROUGH ROOF. STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 20)25 NEW YORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY STRUGTURL DES I CAN LO/�DS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" 7. PROVIDE FROST-PROOF HdO5E 5155 WITH EASILY ACCESSIBLE DRAIN 3 DRAIN COCKS AS REOV. H095E BIBS SHALL BE PROVIDED WITH BAGKFLOW 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZED PROTECTION. USE LIVE LOAD DEAD LOAD WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024E WOOD FRAME PERMITTED PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 8. WASTE FROM CLOTHES WPA.5HERS AND LAUNDRY TUBS ARE TO BE PROVIDED EXTERIOR BALCONIES 40 psf 15 psf (AF$PA) AMERIGAN WOOD COUNCIL (ANC). 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. WITH BACK FLOW PROTEGTICON. p 3. ALL PLUMBING WORK SHALL GONFOCONFORM TO THE 2025 NE" YORK STATE 2:12 PITCHES TO 4:12 PITCHES b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL DECKS 40 psf IS psf -®o . PLUMBING CODE. 5. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED HEALTH DEPARTMENT STANP)ARDS AND REOULATION5. GOO THE SEALANT To UPLIFT FORGES USING ASTM V 65V. PA55ENOER VEHICLE GARAGES 50 sf AS PER PLAN 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW PORK STATE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 10. APPROVAL AND INSPEGTI'ION 15 REQUIRED BY LOCAL JURISDICTION PRIOR P MECHANICAL GORE AND 2025 NEW YORK STATE FUEL GAS CODE. ARCHITECT TO CONGEALMENT OF PLUM53ING. UNINHABITABLE ATTICS WITHOUT STORAGE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 8, ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM II. NOTCHING AND BORING OF° STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. (MAX CLEAR HOT < 42") 10 psf 15 psf DATE: 03/30/26 2 OF 17 CODE, NFPA 70 AND 2025 NEW YORK STATE ENERGY CONSERVATION HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED NO NOTCHING AND BORING O7F STRUCTURAL MEMBERS SHALL BE PERMITTED UNINHABITABLE ATTICS WITH STORAGE CONSTRUCTION GORE. GYPSUM WALL BOARD BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. NOR ANY POTENTIAL DAMAGE THEREOF. (MAX CLEAR HOT > 42") 20 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HABITABLE ATTICS B COMPOUND METHOD. 12. PER NYS PG 425.4,A 4"x:3" CLOSET BEND SHALL BE AN ACCEPTABLE ATTICS sf 15 psf SITE WORK INSULATION WATER CLOSET CONNEGTION.I. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLAN6E ATTICS SERVED BY FIXED STAIRS p I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHALL BE INSTALLED TO RECGEIVE THE FIXTURE HORN. OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 2. VERIFY ALL 61VEN DATA ON DRAWI'N65. IF THERE IS A DISCREPANCY, DEEMED APPLICABLE. FOIL TO BE PLACED TOWARD WARM SIDE. RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOIR TO PROCEEDING. SLEEPING ROOMS 30 psf 15 psf 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DIRAWINGS. (WHERE APPLICABLE) AT HEAT PRODUGINC EQUIPMENT TO EXTEND THREE FEET WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE STAIRS (ONE- 6 TWO- FAMILY DWELLINGS 40 psf 15 psf Y SITE. STOCKPILE ALL EXCAVATED MATERIALS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOUNDATION WATERPROOFING. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. s,r. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FRIEE OF WEEDS, TREE 3. GENERALLY, UNLESS NOTED OTHERWISE, STAIRS AND EXITS (ALL OTHER) IRO psf 15 psf INSULATE AS FOLLOWS: ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAN IS UNSUITABLE 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE - q" R-50 FOR FLAT CEILIN65 GUARDRAILS AND HANDRAILS 200 psf 15 psf FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE:. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 5.25 R-21 FOR FLOORS ROOF LOADING (LIVE = GROUND SNOW LOAD, p� 50 psf 15 psf NOTE: ASP GROUND SNOW LOADS, 0.7 ALL OPENINGS. pg(Asv)- p9 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 0-005. W *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 'i-22 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) i I NOTE: CONSTRUCTION DOCUMENTS BY BUILDING MANUFACTURERS SHALL 7`rF GAL. NA I L I NO/5TRAFF I NO REOU I REMENTS FOR FA57ENINO SCHEDULE A GOVERN THE STRUCTURAL DESIGNS OF THOSE BUILDINGS; UFL. F=T/ SHEAR/ $ L_ATERAL. l^l ND RED STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS THE GENERAL DETAILS; ON THIS PAGE SHALL BE SUPERSEDED BY BUILDING MANUFACTURER (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, a Q AND ROUGH OPENING FRAMING REQUIREMENTS) DOCUMENTS, WHEN APPLICABLE. "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "51MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE � O L.D O VAIN D TA I L.S15� loci NAI L5 IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J m ALL HARDWARE TO BE INSTALLED A5 PER MANU. 5PEC.'s;MANUFACTURER 5U55TIITUTION5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED CONNECTION A FASTENER SPEC. FASTENER NAIL. �� OR I D DESCRIPTION AND QUANTITY SPACING HOEDOWN ' AT RAFTER TO RIDGE HOEDOWN 'B' ROOF GE I L I NO FRAMING C o = � � FOR NEW T.d EXIS "„"„..„ CONNECTION 1.DIM'a ARE ALL MIN.We BASED ON USE OF ONLY A Ibd � 4-J _ FOUNDATIONS : �ry COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER RAFTER p � N Z O ENDWALL ENDWALL " " """ "- �ry 2' 2.WOOD IS ASSUMED TO BE D,F,#2 3 BTR. IN DRY USE d '— L0 1 (3) 2x FULL (5) 2x FULL CORNER STUD """ " FOR STRAP - 3 8 d* COMMON R.R. SERVICE co r- HE16HT 5TUD, CORNER STUD HEIGHT STUD ONNEGTED TO NAILS ® EA. END OF STRAP. 2 GEILIN6 JOI5T TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST X U N ,CONNECTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O O 4- TRANSFER SHEAR — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O �P • •— •— • GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP "SIMPSON" HDQ6 FOR ROOF SLOPES UNDER 5:12 WITH • • • • '�cr HOLES,SET NEW MEMBER. ,� o m .1-J r- 2-I6d COMMON HOEDOWN ANCHOR® 2-Ibd COMMON ROOF SPANS OF 28' OR GREATER, • • • 4.NO MIXING OF NAIL SIZES OR TYPE5 ALLOWED N C6 NAILS ® 6" O.G. b LOCATIONS NOTED NAILS ® b" O.G. b �`+ / USE 4 �d COMMON NAILS ® EA. • • • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) SEE PAGE &-003 EACH LAP Q 0 0. o O" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED "~:. ~' END OF STRAP. E ?° 5.5EE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO '— CORNER POST CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 010° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) 'SIMPSON" HP05 SPACING OF I6" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOLDOWN ANCHOR 0 „ SECTION 12.4-PLACEMENT OF NAILS ! SPIKES b TABLE ^ ` LOCATIONS NOTED OF 24 O.G., INCREASE NAILING BY A GR 4-I. (`ll/) ON PLANS ° a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END C, <° CONNECTION BI 52 e A7 RAFTER TO TOP PLATE TO STUD WALL FRAM I NO d d 00NNEGTION: HOLDOWN INSTALLATION OPTIONS: 70 " • B2 „.„"" �"" I FOR STRAP - 3 8 d* COMMON NAILS ® EA. �:' TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON PER FOOT r l FOR NEW P. GONG. FOUND.'s ET`1D OF STRAP, HOLDOWN CAST IN PLACE w/"[/8"� THREADED ROD ."""� • s� WHEN IN TOWN OF I5LIP OR NAILING • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST P GONG OR NEWLY GURRED FOUND-is ~ V/ Now GEOMETRY EXCEEDS THAT PERMITTED IN 7/6"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO I • ' MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.C. M CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY SIMP50N #H2A (OR EQUAL) RAFTER TIE ADHESIVE), 3 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT "` •.~ HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES' ' (HI(SH STRENGTH ACRYLIC ADHESIVE) : FOR TOENAILING - 3 8 d COMMON NAILS '"`` ... + FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME : TOP or BOTTOM PLATE TO STUD (END-NAIL) SEE PAGE 0-003 PER STUD FILL TOP 2 COURSES SOLID 3 CAST IN PLACE HOLDOWN CONNECTION ~••^•••••••.~. • FOR G.J. TO R.R. - q 16 d COMMON NAILS REOUIREMENT5 FOR -"y-___ ~"'~ ~.~ ._•,~ • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I� U RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) .2 C w/ T/8"� THREADED ROD OMMON PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLDOWi�I 'G' HOLDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - 4 16 d COMMON NAILS FLOOR FRAMING .`^ -Or FOUNDATIONS FOR NEWLY POURED R NEW e EXIST. CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-bd COMMON PER JO15T W FOUNDATION ® ONE STORY ONLY� Q (5) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-bd COMMON EACH END HEI614T STUD CORNER STUD CONNECTED TO AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR 'SIMPSON" HDi28 (5) 2x FULL . ° G2 --- —-""- TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD .--•'"'����M • LOCATIONS NOTED NAILS ® 6" O.G. $ TOP PLATE (TOE-NAIL) °ON PLANS loll O.G. IF BLOCKED G I "�f„.~~ FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T CORNER POST NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-956 COMMON PER J015T ° h FOR EA. PLATE TO STUD ABOVE Q OR 2-I6d G N '.may ° BELOW - 2 16 d COMMON NAILS " ... BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS isO. �. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATHINO ° d STRUCTURAL PANELS: a d° INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ' a "SIMPSON" ST D14RJ CONNECTION DI D2 SOLID KING PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / 6" FIELD HOEDOWN INSTALLATION OPTIONS: B EA.00 BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO 1" RAKE OVERHANG FOR NEW P. GONG, F'O ND's HOLDOWN CAST IN PLACE w/-7/5"0 THREADED ROD • f� ,AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING FOR EXIST. P. GONG. OR NEWLY GURRED_FOUND.'s PLATE(5) CONNECTION: D2 '7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/"SIMPSON" SET (HIGH ;STRENGTH EPDXY I/2" MIN. ~ "- GY W PSUM ALLBOARD Sd COOLERS -ill EDGE / loll FIELD ADHESIVE), d FOR TEMP.'S O°F-40°fF USE "SIMPSON" AT FROM CORNER , ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. 1 (HIGH STRENGTH ACRYLIC, ADHE5IVM) ONE #4 REBAR SPECIFIED ON DI :- „ ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 8 CASTr IN PLACE HOLDOW iF N • w/7/8 � THREADED ROD � ° OR EA PLATE TO STUD ABOVE 8 OR BELOW - � 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD FLOOR TENATECONNECTION CO TF NURAT#ION P ABOVE MPSOND TO(OR -•-•--•••••••-•., P.STRAP w/(5) 6YP5UM WALLBOARD 5d COOLERS '7 EDGE / 10 FIELD Z SOU HOLD l OO2E AP 7 2 -.4 ° 1 bd NAILS m EA.END W ••d NA I L I NO/57FZAFF I NO @ W I NDOW/DOOR HF-A[, STANDARD/ALTERNATE IEG2UAL) ® PLATFORM TO SILL PLATES ''^-, �~~ EA EA.STRAP TO PLAN diNG B ARD EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 SIMP50N H2.5A) V NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2024 WFGM, TABLE 5.1,P. 15,1);WHEN STRAPPING CONNECTION E -- I" or LESS: 8d COMMON 6" EDGE / 12 FIELD REQUIRES OVER 14 NAILS, USE SIMP50N 0516 STRAPPING (OR EQUAL). „........„-••'••" GREATER THAN I"= IOd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 5.2313, P. 2cI7) C - NUMBER OF FULL HE16HT KING STUDS 0 EA. SIDE OF HEADER(2024 WFGM,TABLE 5.250, P. 2q6 ALTERNATE AS PER TABLE 3.23D,P. 2101) -� : • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILIIN6 15 REDUCED, Q (2024 WFGM,TABLE s.-r, P. I&I) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E (2-PLY) - NUMBER OF JACK STUDS o EA. END OF 2-PLY HEADER(2024 WFGM,TABLE 3.22F,P. 2014) ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G E (5-PLY) - NUMBER OF JACK STUDS 0 EA. END OF 3-PLY HEADER (2024 WFGM,TABLE 3.22F, P. 2a4) a d ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE ti, .. ° ° ° add o G a a 2 - WHEN WALL SHEATHING IS GONTINUOU5 OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B (DOES NOT APPLY TO DOORS) (2024 WFGM, TABLE 5.6,P. I'll) "~-..~ ~ ° NAILS SHALL BE PERMITTED TO O REDUCED E IRE NAIL PER FOOT. E ° d FOR STRAP - 3 8 d* COMMON NAILS ® EA. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUD11�1G 4' ON EACH DHC LAND LLC ~~M ae END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REGUIREMIENTS SHALL BE FASTEN I NC 5GHEDULE 5 ° 4. g° USED, F ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW/DOOR OPENINGS ~~„~ "'� ° FOR EA. PLATE TO STUD ABOVE 6 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) 2 16 d COMMON NAILS A NOTATION 51 ONAOE FOR TRUSS TYPE, PRE-ENOI NEERED ROUGH A B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDW THE FOLLOWING 516NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 4180 NEW SUFFOLK AVE TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 2'-O" 3 I I 2 I I 2 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECM0 BOX OR 4'-0" 5 1 2 3 1 1 3 �j l I NL/ O -I O ��L- T RABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY 'THE L. BRAGINO/STRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"XIO" HDR (MIN.) U.O.N. b'-O" '7 I 3 4 2 1 4 BLOCKING 2 FOR RAKES 12"OR HOEDOWN, ANCHOR BOLT, TOP PLATE BAYS BAGS 2 LESS PROVIDE CONSTRUCTION TYPE I7ESIGNATIION SHALL 8-O q 2 3 5 2 2 5 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING• 12" o.C. STRAPPING, & NAILING DETAILS LENGTH FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BQG - 4'-0" O.G. TO ACHEIVE RAKE O.H. BE "I "II "III", "IV", OR "V" TO INDICATE 10-O I I 2 4 6 5 2 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 13 2 5 8 3 2 8 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE''" THE NYS BG. DIMENSION (FT) LENGTH (FT.) DIMEN5ION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: - bd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'—O" 2'-0"/2'-6" 12'-o" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-0" 31-011/3'-a" I6'-0" 4'-0" ATTIC, PRE-ENGINEERED WOOD, OR TIMBER G-003m00 ANG�i�OR 5OL.T SF'EG I F I GAT ONS ,, =• `` '' CONSTRUCTION AS FOLLOWS: "F" = FLOOR FRAMING, INGLUIDING 20'-O" 4'-0"/5'-0" 20'-O" 5'-O" ; BLOCKING 2 BAYS GIRDERS 4 BEAMS 6°-I='•" SPECIFICATION (2024 WFGM TABLES 3.2A 4 5.25, P. 15"7-160) 24'-0" 4'-O"/5'-O" 24'-0" 6'-0" BACK® 4'-O" o.c. i FR ROOFORR$ ANO CORNER ROOF FRAMING DATE: 03/30/26 3 OF 17 s2° CONDITION FOR ALL STRUCTURES: 5/6"0 ANCHOR BOLTS 0 52" O.G. 26'-O" 5'-O"/b'-3" 28'-O" 7'-O" • • 32'-0" 6'-O"/-i'-6" 32'-O" 8'-O" SECOND FLOOR o36'-0" 'i'—O"/6'—Q" 36'—O" 9'-0" NOTES: I.TABULATED SPLICE LEN6THS ASSUME TOP PLATE-TO-TOP PLATE N' h CONNECTION U51NG 2—I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 401-0" 6'-O"/10'-O" 40'-0" I I'-D" I. MIN. -ill EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS BACK® 4'-O" O.G. a. w/ 3" SQUARE WASHERS AND END NUT SETUP; ENc> :: 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. +� FILL IN TABULATED LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O TYP. STRAP w/(3) ' - GONDITION TOP TWO COURSES SOLID Bd NAILS EA. END STROKE 5.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT WALL 60'-0" 12'-O"/IS'-O" 60'-O" 16'—O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/6; , FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '70-O 14-O '70-O Iq-o il NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" +£ 12° 60'-O" I6'-O" 8o'-O" 22'-O" �1�(ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): i FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOCKING 2 BAYS RED PANTONE WHITE II'WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK o 4'-0" O.G. 4. COORDINATE W HOLDOWN LOCATIONS 12' WALL - 1.5 FOR 10'-0" WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 1 � NOTE: CONSTRUCTION DOCUMENTS BY BUILDING MANUFACTURERS CONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS FIREBLOCX I NO FOR FLATFORM 1,NOOD FRA1v1' ING SHALL GOVERN THE STRUCTURAL DESIGNS OF THOSE BUILDINGS; CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) THE GENERAL DETAILS ON THIS (PAGE SHALL BE SUPERSEDED BY BUILDING MANUFACTURER 4E/TEN 4 OF A6 ASSEMBLY REQUIREMENTS:WHEN GIRDIER5 MADE UP OF JOISTS NAILED Q CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER ` DOCUMENTS, WHEN APPLICABLE. PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. uj M 15CELLANIEOUS FRAMING GRAPH I G5 A (2)ROWS lod NAIL5 m 12"O.G. P IT I5 REO'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE THE SPAN LENGTH FROM AN INTERMEDIATE J cu (THAT EXCEED FRAMING STANDARDS, SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T � B (3)ROWS IOd NAILS o 12"O.C. SERVES AS FIRESLOPPIN6. AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) P THAN ONE 7HIRD THE TOTAL NUMBER, ARE TO BE Q +_� (V C (2)ROW5 1/2" 4'BOLTS 0 12"O.G.STA66ERED; TY10-PIECE 6 JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE Q � DBL.o ENDS PLATE SERVE AS FIRE5TOPPIN . b7 BLOCKING UNDER LOAD BEARING WALL BUILT UP6IRDER P MAX.52.1 NAILING: o NON-LOAD 15EAR1 NG WALL OFFSET FROM SUPPORT v (2)Rows In" BOLTS m Ib"o.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O SIDE WITH IIOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6, a-.+ C9 E (2)ROWS I/2" 4+BOLTS®24"O.G. � STUD EACH PIEGIB, OTHERS STAGGERED WITH A DISTANCE L Z STUDS BETWEEN I/b 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O .� L(V SUBFLOOR F S-C RPIE 3-3/5"SIDE O OGK SCREWS® 12"O.G. a V4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. d SCREWED ON(I)SIDE OF MEMBER SUBFLcOOR LINE; OR GIIRDERS ARE TO BE NAILED FROM EACH \ (2)ROWS 3-5/5"TRUSSLOGK 5GRENS 0 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G )( U SOLE PLATE G SCREWED ON(I)SIDE OF MEMBER n AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN QO O ��., N JOIST, OTHIERS 5TAGGERED w/ A DISTANCE OF 52 SOLiE PLATE H (2)ROWS 3-3/b"TRUSSLOCK 5GREW5• 24"O.G. 1 P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPINC% m Z SGREV�D ON(1)SIDE OF MEMBER 0 4-J THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N (B U (2)Rows 5"TRUSSLOGK SCREWS 0 12"O.G. BUILT UP GIRDER MAX. 32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d � � SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q �- 0 K S ROWS O BOTH SIDE SCREWS 0 Ib"O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 SCREWED ON BOTH SIDE OF MEMBER 3 OTHERS 5TAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRU55LOGK SCREWS tD 24"O.G. BETWEEN I/6 „ I SCREWED ON BOTH SIDE OF MEMBER 4 I/4 OF A THAN 32 B3ETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J015T FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO (VI/] MAXIMUM OFFSET N NOTE: ?I5TRINGER TO SERVE A5 FIRESTOPPIN6. JOIST DEPTH, d I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED MATCHED 51ZE OF BLOCKING PLAN SHALL USE CONNECTION PATTERN 'A'WHEN a"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR UNDER NON-LOAD BEA'RIN6 FIRESTOPPING AND 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH P PARTITIONS ® 52" O.G. BLOCKINOZ STUD 2,WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH DOUBLE PLATE P GIRDERS ACRE 5, BE SECURELY ANCHORED R FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF MASONRY FPIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING CANT I LEVERED FLOOR GE I L I NG BRAG I NG BOLTED TO) STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U GABLE ENDWALL LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL J� �I �I �/�G, �/� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON STUD N A I L I `�I F A TTE R I `4 S FOR SIDE L O A E )�D B F_A I 1✓ 00 . FLUSH B F_A I " I S) -LOCATIONS REOUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � m 5U5FLOOR SOLE PLATE! 2"x4"CONTINUOUS &ABLE END l� ✓ ✓ l� L/ 5 FIRESTOPPING. BAND LATERAL BRACE 0 V O.G. TRUSSFI E- FIRE- WooD FIRESTOPPINB FIRESTOPPIN6 • STOPPING FIRE- FIRE- SOLE 110)I5T (2) IOd NAILS TRUSS OR FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPIN5 G� MULTIPLE-PIECE MEMBERS 10) ad NAILED' BOLTED' R 2 ROWS Ibd BROWS Ibd �Eg2LROI*6 1 VE TIGAL K 2ROWS 2ROWS 14 J4OTS�24 /,��,,,�,"� FIRESTOPPIN6 WHENCOMMON COMMONBOLTS BOLTS 0 12"O.G.* • I2"O.C.' ST 0 12"O.G. O b"O.G. COVERING 15 APPLIED TO UNDERSIDE OF TWO ROWS 12"O.G. THREE ROWS 12"O.G. LOCATION I LOCATION J015T5 L N 2 LOCATION 3 rr nn BEAM SELECTION w/ 5TD. NAILING ° ° ° ° \ ° ° LOCATION 4 v JJ JOIST * 5d COOLER NAILS eD Io" O.C. AS NOTED IN NOTES '1 8 ° ° ° ° ° ° ° 5 NONCOMBUSTIBLE �✓ ALTERNATE 2"x4" BLOCK NAILED TO EA.BRACE SOLE FOPPIN PPIN6 or LOCATION I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 WOOD FIRESTOPPINB BLOCKING W/(4) IOd NAILS FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" k TWO ROWS 24"O.G.5TA06ERED Two ROW5 6"O.G. LOCATION 5 LOCATION 6 STUD2 M 0 go.STRAP FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL \ III GYPSUM BOA THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O 0 O O O O O O DOUBLE PLATE * 5d COOLER NAILS CIO" O.G. (10) 5d NAILS B.STAS&M EACH ROW OF FASTENERS BY 12" o 0 0 0 0 0 0 0 0 NOTE. ENDWALL STUDS 2 SPACE NOT - � 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ NN ® NONCOMBUSTIBLE FIRE5TOPPIN6 JOIST SHALL BE LOCATED DIRECTLY DENOTES ALT.FOR USE OF DRYWALL SCREW5 FIRESTOPPIN6 AS APPROX.I INCH THICK OVER STUDS, UNLESS TOP PLATE 15 4"0 ED6E/12"0 FIELD FULLY BLOCKED 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO DESIGNED TO CARRY THE LOAD SCREWS#6 - lYa°TYPE W OR 5 BOTH SIDE of THE MEMBER. kk � 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED INTERIOR STUD DETAIL FOR 4"O.G.NAIL SPACING. LOCATION 7 \ OVERLAID ROOF 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: T.2 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS \ \ ATTACHMENT © 1�ALLEY F1RE5TOPP1N6 LOCATION a � LOCATION 8 b.B ROWS OF Ibd COMMON NAILS(12"O.W FOR DEPTHS OF 14",16' 4 Ib". LOCATION O C� S4.ad R6w/AILS CONSTRUCTION DET L5 Jul) �lD LOAD FATH C,,ONNEGT ON. DF_TAI L5 4 a N a EA.END o R.R. FULL WIDTH 2" BLOCKIN6 0 NOT TO SCALE _ 1 w N TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. EXIST. OR NEW NEW R.R.SET w/ R.R. BELOW KING STUDS UPPER TOP PLATE LAPS 4 IOd ONTINUOU5 LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s WOOD JO 15 WOOD jai CRIPPLE STUD Cam' I ALIGN NEW 4 EX. R.R.AS 5HOWN BLOCKING JOIST HANGE HEADER z PR 7 Zi PLAN VIEW w S�Uir'w ROOF,R RI INRLINESD GIRDER/HEADS o P_At!!I J WOOD GIRDER JACK STUDS WOOD JOIST GENERAL REOU I REMENTS fFOR GENERAL REaU I REMENTS FOR N57ALLATI ON OF CLINCHED NAILS INSTALLATION OF TOE-NA I L5 W MAIN MEMBER JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION PROJECT: DHC LAND, LLC I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF DIAM.x 5 APPROX. 50° w/ THE MAIN MEMBER 4 STARTED APPROX. RAFTER I. NAILS SHALL BE DRIVEN PERPENDICULAR TO ,� THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER, 5TRAI6HT' THROUGH AND BENT'OVER AS SHOWN ABOVE WALL STUD WALL STUD A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN BOTTOM PLAT BOTTOM PLAT MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST BATHTUB SUB FLOOR 4180 NEW SUFFOLK AVE SIX TIMES THE DIAM. OF THE NAIL DOUBLE J0157 DOUBLE J015 MATTITUCK, NY 11952 5. TO AVOID SPLITTING, No MORE THAN 2 TOE NAILS SHALL TOP PLATE BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST HHEN FASTENED N EA. 51DE WHEN A TENT D TOP PA PLATE TOP PLATE.NAILS IN DRAWING TITLE: WALL STUD FRAMING GRAPHICS GHIM. CHASE SECURING (9 STD. SIDE WALL BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS DOUBLE J0157 FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, DOUBLE JC157 FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL 57UD CONNECTION (51M. ® CHASE WITHIN PLANE OF ROOF 140TE: UNDER KITCHEN FLOORS AND RADIANT FLOORS WITH MUD. Pq/STUDS TO R/L SIDES W P 5TRAPINGFLOORTO R/L SIDES) Jul I ND RESISTANT CONSTRUCT ON CONNECTORS OO TOP PLATE ® _3 M CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO 0 _ GHIM. CHASE WALL q RI DC E-TO-RAfiFTERS 0520 ® 21" APPLY TO EACH PAIR OF RAFTERS X RAFTER-TO-WALL Hl APPLY TO EACH RAFTER DATE: 03/30/26 4 OF 17 van U Z ® RAFTER-TO-PLATE H5 or H2.5 APPLY TO EACH RAFTER z RooF O g O lk PLATE-TO-WAL-L STUD C520 @ I S'I APPLY TO EACH WALL STUD REa'D BLOCKING J OO N 2N17). FLOOR WALL TO I5T. FLOOR WALL LFTA or 0520 © 56 APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING ° 11 Y TO EACH JACK 5TUD THE FIRST FL ® EA. LEVEL ABOVE w N � HEADER-TO-JACK STUD G520 @ 12 APPL . ® z e ® CRIPPLE 57UD-70-HEADER H5 APPLY TO EACH CRIPPLE 57UD FLoowGLG. O SHEAR WALL HOLDDOWN ANCHOR SSTBIC APPLY TO EACH SIDEWALL END I57. FLOOR-UNDER-51LL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SIDE \/IEW CLAN \/IEW FOLLOW MANUFACTURE'S REOC>MENDED INSTALLATION IN5TRUOTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I __ I DRAINAGE SYSTEM INSTALLATION NOTE5: DRA I NAG E NOTES: SITE LAYOUT NOTES: • A MINIMUM 10' 5EPARATION IS REQUIRED BETWEEN DRYWELL5 B WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SANITARY LINES 1 . BURIED BU I LD I NO LEADERS FROM DONNSPOUTS SHALL BE 8"(:P M I N. 1. TH15 15 AN SUBJECT TO ARCHITS ATIO SITE PLAN 4 15 BY A LICENSED AND THE EDGE OF ALL FOUNDATION WALLS 2. INSTALL FRENCH DRAIN PERFORATED P I P I NO (I O"0 M I N.) AT ON THIS 5T E PLANF15 TOT HE ARCHITECTS REPRESENTED• A MINIMUM 5SEPARATION IS REQUIRED BETWEEN DRYWELL5 � PROPERTY LINES BOTTOM OF TRENCH w/ HOLESFAC I NO DONN. BEST OF KNOWLEDGE. Q • A MINIMUM 20' SEPARATION IS RE'_QUIRED BETWEEN DRYWELL5 AND BURIED PROPANE FUEL TANKS, SEPTIC COMPONENTS, LEACHING 3• FRENCH DRAIN SHALL TRANS 1 T I ON TO SOLID SDR 35 PVC P I P I NO o FIELDS, AND SEWER COMPONENTS. 2. SURVEY INFORMATION WAS OBTAINED FROM • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED ISETWEEN THE A SURVEY DATED JUNE 50, 2014, MOST UJI BOTTOM OF DRYWELL5 8 THE HIGHEST EXPECTED GROUNDWATER BENEATH Ply\/ED SURFACF-S RECENTLY REVISED FEBRUARY 07, 2024, AND _I ccELEVATION. // PREPARED BY: Cy) • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 4. AT GROSS I NO POINTS N/ BURIED UTILITIES AN 18'' MINIMUM // ¢ :'_' C\l \ / KENNETH M. WOYGHUK LAND SURVEYING, PLLG � C Ln • SEE ALSO CONSTRUCTION DOCUMENTS DETAIL. Y ERT I GAL SEPARATION BETNEFEN LINES SHALL 57 MAINTAINED P.O. BOX 155 DRAINAGE SYSTEM CALCULATIONS: AQUEBO6UE, NY 11931 O PROPOSED DRYWELL5 ARE INDICATED BY "D.W." ON SITE PLAN PHONE: (63I) 21116-1556 = _0 r- Q NOTE: (1) 6'O DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH 1 - i Z 1 — � - 3. ELEVATIONS REFERENCE NAVD 1�166 O O N w Q FARM 57AND: I - cw __ -- �C FARM STAND ROOF COVERAGE = 441 S.F. _ - _ ( -- TEST HOLE DUO: 2005 C '- 441 S.F. x 2" RAINFALL EVENT = 73.5 G.F. STORAGE RE`Q.'D X 1 — _ -_ -I-- O CV (1) 5'0 x 2' DEEP D.W. rz P. PROPOSED = 954.44 G.F. STOAoROVIDED O O 4-J TEST HOLE DATA -c Q m z _ I MGDONALD GEO5GIENGE 4-' CU ;"' Lo AGRICULTURAL PRODUCTION BUILDING + POLE BARN NORTH HALF): 1 �- _ --- I � BOX 1000 O Q O O A6RIGULTURAL. PRODUCTION BUILDING ROOF GOVERACSE = 1,440 S.F. 1 __ ---- I 50 P.O..O. BO , NY I IQ 11 a 0 a u O POLE BARN, 509b OF ROOF GOVER,4GE (NORTH HALF) = 1600 S.F. J-- - - _ __ (631) 765-36TT TOTAL IMPERVIOUS COVERAGE = 4,4.60 5.F. - __---- I -—-—-— 5,040 S.F. x 2" RAINFALL EVENT = 506.7 G.F. 5TORA6IE PROVIDED - __---- �. 2 'I -`- (2) 5'0 x T DEEP D.W. PROPOSED = bq I.O OP. STORA&E PROVIDED � �_�"� _-- _--- 4=41�T•I 4� q� i O EL.=25.4' ^` POLE BARN (SOUTH HALF): _ - ___--- -�• ; I 1 'u OL BROWN SILTY LOAM W POLE BARN, 50% OF ROOF COVERAGE (SOUTH HALF) =: I,600 5.F. _ - _ --- -�'• 111 I ° �" I,600 S.F. x 2" RAINFALL EVENT = 266.7 G.F. STORAGE: PROVIDED - - _:_--- ,_-'' -�-�- I ' 1 \ 1 2 0' OH BROWN LOAMY SILT (1) 5V x 7' DEEP D.W. PROPOSED = �:g5.54 G.F. STORAGE PROVIDED _-- - _- -�••� QN O I I u � , ) 1 � FARMHOUSE: ____-- _--- •�-� - O, ° 1 'O FARMHOUSE ROOF COVERAGE (ASSUMING 1'-0" O.H.;VE'.RIFY)= 1,122 S.F. -- __---'- -�•� � � I I �� I� U .— 1,122 S.F. x 2" RAINFALL EVENT = 167 G.F. 5TORA5E REIIQ.'D __- _-�• UJ I I (1) 6') x 5' DEEP D.W. PROPOSED = 111.1 G.F. STORAGE PROVIDED _--_" -�• _ UJ I W _•�.-�q� 'i�� ---------------- - ` I � I __, SP PALE BROWN �-- — _�-- --------, --- - - - FINE TO / 1 COARSE SAND v c i _ o • FRENCH DRAIN PIPING SHALL ,_ I o Y TRANSITION TO SOLID SDR 55 PVC �' (I O) X I (�v i PIPING BENEATH PAVED 5URVAGE5 PARK I NG �MM // / J , I I 20I SIDE l � SPACES / 1 TOP501 L/NATURALLY I I ''C / I I 5 E T E3 A C<5 COMPACTED FILL AGRICULTURAL PRO�II DE 12 (MIN.) CRCJSS-OVER / 1 PRODUCTION PIPES CONNECTING DR1'WEILLS (TYP.) / I I (�� COMMENTS: NO GROUNDWATER BUILDING / � l ENCOUNTERED. I-6 PROP. 4,p'30 : °GRADE FARM z TR?�NSITION FRENCH DRAIN TO STAND __ •-- _ _ _ - -- SOLID SDR 35 PAC BENEATH •�'- , PROP. - �✓ �, /,,,' 45.82' PROP. GLEAN GRAVEL FILL p--- - p I PERVIOUS A66R:E6ATE SIZE) It PAVED SURFACES (TYP.)BUIL PROP. NON-W E OVN, p p p I FOUNDATION I �/ DR I Y E DOUBLE-PUNCH, 6EOTEXTILE FABRIC WRAPPED AROUND TOP d SIDES OF GRAVEL, A5 WELL AS UNDER PERFORATED PIPE. 0 p p ) O rr , PROP. 10"CP SiDR 55 HDPE PERFORATED PIPIMO w/ HOLES pl - 1 I b'W> ��/ ------------- - PAGING DOWNWARDS;PIPE SHALL BE 91 _ OF VIRGIN PLASTIC PAVLIED D PLASTIC) c PROP. FRENCH DRAINS w/ I 0"0 (MIN.,)IPES MADE OF REGYGLIED PLASTIC `LL _� � M PERFORATED PIPE $ STONE TO. 1 b.w> '� /// //j// /' /\co J \ / m ��. ALIGN BOTTOM OF I I / '%/ / / PERFORATED PIPE � / � PROP. w/BOTTOM OF GPTURE RUNOFF FROM PROP . 1 i �/ / BLD5. FOOTING AGRICULTURAL PRODUCTION BUILDING; I I / BURIED / ,! �� / �� ,�' ,' ' ,' ��ry GCS GL ENSURE ADECQUA7E SLOPE OF ' I / ELEC. FRENOH DRAIN DETAIL PERFORATED PIPES TO DRYWE I I l l , ' ' �il z OR 7 1 / LINES ,// / ,, /.' , , „ , , , _ SYSTEM SEE:,DET I L ON PAGE C-�-00 ' W s urHo_u �ti y SCALE: 5/4 - I -O P NNIN BOARD PROP, xC. - 1 i PROD. BLDG. - --------------------- ---I1 T' zLu !i i MIN. I ,' /' ,' /' �'; j z ,APPRO\lED PIER w/ 4'-WIDE 8" TH I GK RE I NFORC,ED CONCRETE I J ` / / /y R.I\IEWY 24" DIAMETER INLET ! i ,// �'' ,'' , �' �' I. z IY ACCESS PATH THROUGH PROJECT: CO\/ER; IF PLACES UNDERD I G.T. /r , ;�' ,/ / // J NON-D I STURE3ANCE BUFFER PER: DEG ' ' ' / �` / m fL < PERMIT NO. 1-4"738-0428 I/00005 i$ D H C LAND, L LC CODER TO E3E TR�:FF I C BEARI NO SL?�B GRATE $ FRAME; ' / / , / ,/ ,,, ,, ', , ��, '� �, l m _ PLG D ED UNDER R I DENY iL �I i PROP. -----' / TRUSTEES PERMIT NO. 105�cf GRASS SHOULDER AREA OR GRATE TO BE GIST IRON � i POLE ------- D D C ----- 1� , -_ -- '` '' ' ~ < EFINE SURFACE OM A ER II / R 1 E3 R / G 4180 NEW SUFFOLK AVE 1 I / 'PROP I MATTITUCK, NY 11952 1 / ; I,000 //,, ' „ � , �, L GAL. ,.BURIED PROPANE TANK ' DRAWING TITLE: i , I o SITE PLAN DETAILS 1 �� i / , I' � PROP. STORMWATER SITE PLAN — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ (2) q x I PARK I NG ! ID—�0=00- /7E ,SPACES UPON I/A ONTS T / '� 11 : ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III— R ' 1 - / HO' E(PROF. SEPTI C. SYSTEMS I i � PROP. a/ / - -I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I DESIGNED BY' OTHERS) W FARM- PAGE: ol �' � ' HOUSE 1 G-005mOO m N! ,_ O z I I I I 2� SID� YARD SE SAC - � CCESSOR� S7F T uRES) I �w> �y PRECAST GONG. I , ' �' ' ' ' '' ' 1 DATE: 03/30/26 5 OF 17 GROUND LEACHING RING. SEE - NATER RD SET5ACK I _ CALCULAT I ONS ON O SIDE Y�`' (D✓�IELLIN� SITE PLAN FOR REQ'D I I I II EFFECTIVE DEPTH I II / / , / // ,/ /' // // / •��'i 'i 2 -O D I AMETER AS 2 -O � 158f°40 21 hl / , / �� MIN. PER SITE PLAN MIN. 4.64' �_ ' ' ' ' ° 30I CD L.._ I 121 20 E q-1 .20 ` N r 1 GLEAN SAND i$ GRAVEL FILL II q.52 3�. C�9 STORM NATER DR`I HELL DETAIL SCALE: 1/2" = I'-C" PROPOSED STORMNATER SITE PLAN _ SCALE: I" = 30'-O" I oil 010 _ 0 2 ELEVATION NOTES R M aAw" Affl4 1 Q I IA 12 6 12 6 O 1. SEE NOTE ATPICAL BUIL IN6 SECTION FOR MINIMUM CONSTRUCTION STANDARDS d BUILDING DATA - FARM STAND c_v-� 2. H.O. TO VERIFY FINAL COLOR MATERIAL SELECTION Q BEFORE INSTALLATION (V IA ASPHALT ROOF SHIN w SHINGLES, ___ (COLOR) OCCUPANCY CLASSIFICATION U (AGRICULTURAL BUILDING) 5 J _ _ _ _ _ - - - - - - - - - - - - - - - - - - - M O PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. -I •+� N CONSTRUCTION CLASSIFICATION V-B g 3 4 TYPICAL SIDING: c FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 2,50-4: 1'-0" 1 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM p =CONSTRUCTION STANDARD5 - p GONDITIOhyED GR0 A INTERIOR EDGE OF 3 3 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION �- (4 AREA AREA HAUNCH FOOTING (BELOI^U BEFORE INSTALLATION i O FIRST FLOOR AREA O S.F. 258 S.F. ( 0 c CV z i 0 LINES OF EXTERIOR 25 3� TONGUE 4 GROOVE CEDAR SIDING, ___ (COLOR) a_ •� L0 N 5IDIN6 4 INTERIOR � x CV FAGS OF EXPOSED 5" K-STYLE GUTTERS 4 DOWNSPOUTS; 1 AGGE55ORY 57RU07URE REW REMENT5 - FARM STAND STUDS (ABOVE) O 0 O m (� SOUTHOLD TOWN GODS 280-15 ___ (COLOR) $ ALUMINUM (TYP.) .� 3L TYP. --- (COLOR) 5/4" 'AZEK' TRIM (OR EQ.): `` Np (B 6 O I. PROVIDE AT ALL CORNERS, DOORS, 4 RAKES (4") Q 0- CRITERIA REc�UIRED PROIPOSED COMPLIES 2. PROVIDE FULL-LENGTH BAND AT BARN DOORS (409, - - - - - - - - - - - - - - - - - - - � GONGEALINGHARDWARE4 TRACK '�2.0' I2.1' YES 5 - - - - - - - _ J 8 NEST I \ / J� }�I I G FREEZE PROOF HOSE BIB: - MAX. HEIGHT _ - _ _ _ Y EST ELE Y A71 OI `L (LEFT ✓I )E) EAST ELE\/AT 10N (fig I O HT S 1 DE) O _ FASTEN BIB TOTEXTERIOR IOF STRUC CONSULT v41 TURE;NO PLUMBIN6i MIN. SIDE OR REAR YARD (1) 20.0' 325.3' YES o i � SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" SHALL BE RUN THROUGH INTERIOR OF FARM STAND MAX. SQUARE FOOTAGE l2) L_2,372 S.F. 25115 S.F. YES '�- / v / k-2'-O° 24'-0" 2_p I IA - SIDE 4 REAR YARD SETBACK REGUIREMENT5 FOR A 60,000-l"V1419 5..F.LOT 51ZE PRESENTED,AS APPLICABLE TO THE AREA OF "BUILDABLE LAND"AS STATED IN THE LO>T COVERAGE TABLE. -�-_- ----^ -=^---------- -_- - -- -- --- - --- --- __- - -_ _ _ ___---_ -_ - MAX.5OUARE FOOTAGE ALLOWED CALCULATED AS 5%OF LOTS "BUILD>ABLE LAND" AREA,FOLLOWING SOUTHO D TOWN GORE 250-I5.G STIPULATIONS FOR LOTS IN EXCESS OF 6 S.F. i- - -- - -- --- L ,� FOUNDATION PLAN - FARM 57AN17 -__-----_-_---= _-_--� _-- ------- - --=_ -_ - -� -�___-:------- --- .._----. �..-= _____�-:..._-.__________�.-�= U • - FLOOR PLAN NOTES SCALE: 1/4" = I'-O" CONCRETE APRON -- - ---- --� --- - - -- ---_- -- -- - - - -- - - - --(D - I. PROVIDE CONCRETE APRON SLAB TO TRANSITION - - _- - SMOOTHLY FROM SLAB EL. TO 6RADE NATURAL VENTILATION ---= ---- - -- - --- - --- -=_ - -- - ----- - --------- - - - - - _--- ---- - -- -- -- -- 2. APRON SLOPE SHALL BE NO STEEPER THAN I,12 FLOOR 5. GROSS SLOPE MEASURED PERPENDICULAR TO AREA 26'1 S.F. _ O TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 (2% SLOPE) S.F. REQ. S.F. PROV. `.J c 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE VENT LINE OF ROOF 10.7 5.F. 112.0 S.F. OVERHANG 0) ® NEW UN-REINFORCED P. GONG. 5LAB �/ REQD - - - - - - - - - - - - - - - _[ - 5 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON17 • 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS F 1O2 101 PROPOSED AT EXTERIOR LOCATIONS) UPON 3 3 5. 4" (MIN.) GRAVEL BASE ONEW REINFORCED P. GONG. SLAB - Ipi Q 2B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPONI _ _ _ _ _ _ _ _ _ 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS - PROPOSED AT EXTERIOR LOCATIONS) UPON 5 (I I-�LLAM T.J. HVI 5 5. 4" (MIN.) GRAVEL BASE MIGROLLAM LVL HDR 4. POUR SLAB MONOLITHICALLY w/ HAUNCH FOOTING O P. GONG, HAUNCH FTC. 4 WALL CONSTRUCTION: I I SOUT�t E L.EYAT1 ON (FRONT) NORTH EL_E\1AT1 ON (REAR) • (I) 2"x4" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 SILL SEAL I FARM STAND • ANCHOR BOLTS AS PER PAGE 6-003 267 S.F. SCALE: I/4" = I'-a" SCALE: 1/4" = I'-O" • P. GONG. HAUNCH FT6. AS PER DETAIL I/A-101 I V V • POUR HAUNCH FOOTING MONOLITHICALLY w/ INTERIOR P'. GONG. SLAB U p • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN Z�p APPLICABLE) ( ® (TOaBOTTOM OF N ® 4 BUILDING SECTION NOTE5 • AIR ENTRAIN P. GONG. FOP, PORCHES /PATIOS / � EXPOSED G.JJ STOOPS (WHEN APPLICABLE) ODOOR NOTE: I NEW ROOFING NOTE (TYP.): I. SEE DE516NATIONS 4 DOOR SCHEDULE. OI I. INSTALL NEW ASPHALT ROOF SHINOLE5. 2.INSTALL AS PER MANU SPEC.'s 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 5.SEE PACE 6-005 FOR ALL OTHER FRAMING 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5 I (2) I- "xa- " T.J. 2.OE I 5 5.INSTALL (1) LAYER OF I5# BUILDING FELT UNDERLAYMENT MIGROLLAM LVL HDR (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS ONEW 10 GUTTER 1 i FOR PITCHES FROM 2:12 TO 4:12, OVER SEE SPECIFICATIONS AT ELEVATION NOTES 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 4 102 CONNECTION 'A' AS 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) ONEW 4"x3" ALUM. DOWNSPOUT (TY I 5'-O" 5'-O" I PER PAGE 6-005 6.PROVIDE RIDGE VENT (AS REOV) VERIFY REQ.'D DOWNSPOUT 51ZE w/ ROOFING GONTRAGTOFR RAFTER TO RIDGE BD. 7. FLASH ALL VALLEYS 24'-0" PROP. RIDGE_ HGT. _ _______________O &.INSTALL DRIP EDGE AS REOV GUTTER HIGH POINT (TYP) - - - - - - - - - - - - - - - - - - ELEV. +37.B' 12 CONNECT EA. R.R. TO TOP PLATES w/ SIMPSON VPA2 VARIABLE PITCH C1. INSTALL ALL AS PER MANU. SPEC.'S CONNECTION VI' AS I p.NS 6 CONNECTORS. BIRDSMOUTH GUTS TYPICAL ROOF 4 CEILING CONSTRUCTION: HOLDOWN Q SHALL NOT BE MADE ON RAFTERS O PER PAGE 6-003 1/2" GDX PLYWD 5HEATNEW ROOFING AS NOTED O HOLDOWN V' AS PER PAGE 6-005. P� WITH OVERHANC5 EXGEEDIN6 24" HIN6 (BLOCKING 0 ALL PLYWD RAFTER TO G.J., �- 2 USE HOLDOWN MODEL 5THDIO (RATHER THAN 5TH1:)14RJ) TOP PLATE, 4 STUD SEAMS) 4 ENSURE 3 MIN. GONG. COVER FROM BOTTOM OF FT6. PROP. TOP' PLATE_HOT. _ _____ G.J. PER PLANS • R.R., G.J., 4 G.T. A5 NOTED ON PLANS (® SPANS OVER FREEZE PROOF HOSE BIB: �j I }�'� ELEV. +33.�1' V INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) _ ^_ 1 O - FASTEN BIB TOCISE TEXTERIOR IN FIELD -OF STRUCTURE;NOTPLUMBINO FIRST FLOOR PLAN - FARM 5TANLJ � NEW EXTERIOR WALL CONSTRUCTION (TYP): N A SHALL BE RUN THROUGH INTERIOR OF FARM STAND 3'-O" I O HOUSE MEMBRANE (SEE 5IDIN6 NOTE FOR SPEC.'S) UPON Z A R 2 7 21)6 SCALE: I/4 = I -O _ ROOF-�I 1/2" GDX PLYWD. SHEATHING (BLOCKING 0 ALL PLYWD 2 uj ELECTRICAL SUB-PANEL: 4 10 - 60 AMP ELECTRICAL SUB-PANEL LOCATION �i 2 ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO O H SEAMS) UPON S UTHO U 1 u. ; N 3 • 2"x4" STUDS ® I6" O.G. w/DBL. TOP PLATE O P NNIN BOAT D CONFIRM SUFFICIENT PANEL 51ZE OVERHANGS EXGEEDIN6 24": 1 V ALL INSTALLATION AS PER NYS ELECTRICAL CODE 5IR1;)5MOUTH GUTS SHALL NOT BE MADE ON RAFTERS WITH OVERHANC75 Q O NEW SIDING NOTE (TYP.): EXGEEDIN6 24",AS PER NYE? R502.7.1.1. INSTEAD, UTILIZE DBL. 2"x4" FARM I. INSTALL TONGUE 4 GROOVE CEDAR 5IDIN6 AS PER TOP PLATES (INSTALLED FLAT ON STANDARD STUDS) w/SIMPSON VPA2 ELEVATIONS UPON SOIL BEARING CAPACITY NOTE: VARIABLE PITCH CONNECTORS FASTENED 0 EA. ASSUMES A SOIL . RAFTER. IT, STAND 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON STRUCTURAL DE516N OF FOOTING EXTERIOR5. WALL CONSTRUCTION AS NOTED SEPARATELY BEARING CAPACITY OF 1.0 TON/S.F. AK PROP. 5LAEB_____ _ 4.INSTALL ALL AS PER MANU. EPEC.'s ui 5 6 CONNECTION E' AS F.. ELEV. +24.�i' PER PAGE 6-005 5. PROVIDE ALL NECESSARY TRIM FOR PROPER Q INSTALLATION POURED CONCRETE AND STEEL REINFORCE°MENT NOTES: Ej ` 5 STUD TO SILL PLATE G] 2„ 6.SIDING SHALL EXTEND 1.5" BELOW TOP OF HAUNCH FTC. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACEN-T AVERAGE <GRADE _ --_ _-_ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 3'_0 ELEV. +24.IT' � O5 P. GONG. HAUNCH FT6. 6 WALL ERTERMITE SHIELD CONSTRUCTION: PROJECT: DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FO)OTINCS. (I) 2"x4" P.T. SILL PLATE w/COPPER TERMITE SHIELID 4 ROOF O.H. SILL SEAL • ANCHOR BOLTS AS 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION PER PAGE D H C LAND, LLC _ P. GONG. HAUNCH FT6. AS PER DETAIL I/A-101 DETAIL SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY( FOR ��- - - - - - - - - - - - - - - - - - S G T I ON I - 1/ - I O I POUR HAUNCH FOOTING MONOLITHICALLY w/ INTER10R P. ENTIRETY OF POUR. CONTACT ARCHITE,�T WHEN WATER GONG. SLAB ENCOUNTERED. FACE OFF EXPOSED LINE INTERIOR • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I � STUDS (BELOW) 50ALE: 1/4" = I'-O" APPLICABLE) 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 144 DAYS. III p p • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT OUTER FACE OF STUD - N - STOOPS (WHEN APPLICABLE) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. FRAMING (BELOW) X x4180 NEW SUFFOLK AVE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL ELEVATIONS REFERENCE NAVD 1a88 MATTITUCK NY 11952 ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO IBE LINE OF EXTERIOR COATED. 5IDIN6 (BELOW) 2"x5" RIDGE BD. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS DRAWING TITLE: SHALL BE STA66ERED. FARM STAND: -I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARIPKARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, tV - BUILDING DATA & SCHEDULES COVERAGES, AND PLUMBNE55. _ .fl - _ 2-O LAP - PLANS 5. CEMENT SHALL CONFORM TO ASTM G--55 FOR STANDARD 1^4E16HT III � ® � ® I - ELEVATIONS &SECTION CONCRETE. 2 III - DETAILS III' x4 ® I6 O.G. �--- FRAMED WALL J"Q H.D.G. HOOKED ANCHOR BOLTS ® 541" ,t PAGE: � - - - - - - - - - - - - - - - - - - - - - - �II O.G. w/ 3" SQUARE WASHER 4 ENDNUT. I I I I GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE � _ _ _ _ - _- - - - - - - - - - - - - - - - - _ PROVIDE STRAPPING 4 NAILING ANCHOR BOLTS SHALL ACHIEVE MIN. T' I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF` AS PER CONNECTION 'E' IN I CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERI.ATURE 3" ROOF EMBEDMENT. SEE ALSO PAGE C-003. _________ O.H. TYPICAL NAILING/STRAPPING -----------�- AR HAS BEEN 5U5TAINED FOR A 24 HOUR PERIOD OR MORE. --_�--� REQUIREMENTS FOR UPLIFT, I i A-101.mOO 2. SPECIFICITY OF CONCRETE DESIGN MIS: SHALL BE BY OTHEFRS. SIFHEAR, 4 LATERAL RESISTANCE" SLAB 4 THK. REINFORCED I GONG. T ON PAGE 6-005 ® EA. STUD w/HAUNCH FOOT K6 MONOLITHICALLY ------- ------I II 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURIWe SHALL "�I-- ------- - CONFORM TO AGI 506. 5 now 6 2"x4" P.T. SILL PLATE 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROl1UND / I �•'� UPON SILL SEAL UPON UPPER F SLAB BETWEEN j II SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATEIID TO ROOF PLAN - FARM STANL/ COPPER TERMITE SHIELD UPPER � V SLAB;SECURE I I I I it DATE: 03/30/26 6 OF 17 IN PLACE DURING POUR #5 REBAR (TYP) < I I TEMPERATURES WITHIN 10° F OF GONCrETE. (V I 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOWd. SCALE: I/4" = I'-O" 6RppE c a #5 BENT 0 f) REBAR (TYP) REMOVE A5 REOV. z 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE DOOR SCHEDULE - FARM STAND cv G a PERMITTED WHEN NECESSARY. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OFR HIGHER DOOR MATERIAL 11 4" THK. GRAVEL BASE UPON 1 -� GLEAN COMPACTED FILL AND SHALL BE WITHIN 10° F OF GONGRI=TE TEMPERATURE. (2) #5 HOR. CONT. REBAR 11 6 MIL POLY I I ' 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER FPOURINC. TAG DESCRIPTION MANUFACTURER p0 NOTES ® TOP 4 BOTTOM OF 1-O M015TURE RETARDER WIDTH 'Q HEIGHT 1- HAUNCH FT6. (4 TOTAL) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES> ARE O U! J I k `• PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER *01 506 K � l� 12"xl2" DEEP P. GONG. CONT. (A5TM G4g4/C494M, TYPES G AND E). PROVIDE 3" (MIN) GONG. COVER HAUNCH FT6. (MIN. 4,000 P51) FIRST FLOOR FOUNDOF . WALLS 4 P.GONG. FL REBAR HITHIN P. T6S. POURED MONOLITHICALLY w/ 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SEG'TIONAL INTERIOR GONG. SLAB CORNER GONNEC TI ON AREAS EXCEED ONE SQUARE INCH. (� 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 101 I BARN DOOR T.B.D. 8'-6" 'T'-O" ��� J� I TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ( HAUNG�I FOOT I NO 17ETA I L 2 REBAR O\X/F_RLA� ETA I L REACHED A COMPRESSIVE 5TRENOTH OF 500 PSI. 102 ::IF BARN DOOR T.B.D. 5'-6" 7'-O" A-I 0 I.00 A-I D I.00 _ ,- , 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. SCALE 3/4" = I'-O" SCALE: 5/4 - I O km (2) 2"x14" P.T. 5TRINOER5 ® I6" O.G. - r w 51 MPSON HU26-2 4 HU2I0-2 O E�I E� I 5 Y�5 0 I <E� : SLOPED HANGERS ® SUPPORTING 23 4'-6" I `� l� I J� (� D.J. 4 MID-SPAN BM. (5TRINSER5 N P 0 L ■ Q SHALL NOT BE CONTINUOUS ACROSS : NEW PARTIAL HEIGHT p„ UA 13" MID-SPAN SUPPORT;DO 1)�NOTCH) _ EXISTING TO BE DEMOLISHED 6-rrrrr,�l WOOD FRAME (L.O. STL. Q BUILDING DATA - POLE BARN 3'-1I"' 6'-loy2" -►'-4° 3'-ily2" EXISTING TO REMAIN WHEN APPLICABLE) O (2) 2 xl0 P.T. L 24 2 2"xl2" P.T. DROPPED - d NEW WOOD FRAME (L.G. 1 NEW FOUNDATION WALL L STL. WHEN APPLICABLE) OCCUPANCY CLASSIFICATION B FOOD PROCESSING EST. NO DROPPED BM. - ] BEAMS 24 _J co cy) MORE THAN 2,500 5.F. IN AREA) - - - 25 (3) 2"x8" // ® MIN. (2) 2"x4" STRUCTURAL Q +� N CONSTRUCTION CLASSIFICATION V-B DROPPED BEAMS Q ° P.T. D.J. ® !� NEW I-HR FIRE RATED POST FOR 4" WALLS •c 0 4 I I STRINGERS WOOD FRAME (L.G. STL. (MIN. (2) 2"x6" STRUCTURAL FLOOR AREAS PE SOUTHOLD TOWN CODE, SECTION 250-4: i- H m I I I WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. R _ Q = z 2"x5" P.T. D.J. to - O CONDITIONED OR055 A/C GROUND SURFACE � � �Ith � � I ® I6" O.G. NEW 2-HR FIRE RATED ��-+ � } � L AREA AREA (GONG. OR OTHER;SEE PLAN NOTE) ® c1l ® I 25 24 WOOD FRAME (L.G. STL. / NEW 2"x6" PLUMBING WALL 0 C N z O m - - - - - - WHEN APPLICABLE) a- u)__ Y N FIRST FLOOR AREA 1,8gq S.F. 2,0�8 S.F. � _ '`� L - � Ci3U d. SECOND FLOOR AREA 6-15 S.F. 1,502 S.F. E _ - - ® - --- -� - - - - �- --- - - FLOOR PLAN NOTES O co C4 AREA TOTALi 2,574 5.1F. 3,550 S.F. CONCRETE APRON 12 NEW GUTTER +C c\jO CO T_ 24 I 1q �-+ O � D_ I I I O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION O SEE SPECIFICATIONS AT ELEVATION NOTES Q 0 a z O I I I I SMOOTHLY FROM SLAB EL. TO GRADE VERIFY CUTTER 51ZE w/ ROOFING CONTRACTOR ACCESSORY STRUCTURE REQUIPZEMENTS - POLE BARN °n 2. APRON SLOPE SHALL BE NO STEEPER THAN I:I2 m I Ig I I 3. GR055 SLOPE MEASURED PERPENDICULAR TO NEW 4"x3" ALUM. DOWNSPOUT (TYP.): -Q TRAVEL OF APRON SHALL BE NO STEEPER THAN h48 VERIFY REO.V DOWNSPOUT 51ZE w/ROOFING CONTRACTOR 50UTHOLD TOWN GODS 280-15 (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 14 GUTTER HIGH POINT (TYP.) CRITERIA REQUIRED PROPOSED COMPLIES Iq ® NEW REINFORCED P. GONG. SLAB (® INTERIORS) ELECTRICAL PANEL: � I. NEW 6 THK. P. GONG. SLAB w/6 xb -10/10 W.W.M. UPON 15 _ 200 AMP ELECTRICAL PANEL LOCATION r 2. 6 MIL POLY VAPOR BARRIER UPON MAX. HEIGHT 22.0 "25.3 T.B.D. �:12 GONG - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO . BMW I _ d- 3. 4" (MIN) GRAVEL BASE CONFIRM SUFFICIENT PANEL SIZE SLAB SLOPE - ] ] 4. PROVIDE TURN-DOWN HAUNCH AT BLDC. PERIMETER, - ALL INSTALLATION AS PER NY5 ELECTRICAL CODE 4J MIN. SIDE OR REAR YARD (1) 20.0' laq.b' YES I I I BUUILPOURED N MANUFACTURER ITHICALLY H/ SLAB DOCUMENTS)E SECTION 16 FREEZE PROOF HOSE BIB: U • MAX. 50UARE FOOTAGE :2:) 2,372 S.F. 2,11-76 S.F. T.B.D. ® -4-0 I I SL245' NEW REINFORCED P. GONG. SLAB (® EXTERIORS) O - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 1- SIDE 4 REAR YARD SETBACK REQUIREMENTS FOR A 60,000-"l4,aa4 59.F.LOT 51ZE PRESENTED,AS 28 2 4 1 1. NEW(MINN) GRAVEL BASE THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON NEW EXHAUST FAN SHALL BE INSTALLED WHERE W APPLICABLE TO THE AREA OF "BUILDABLE LAND"AS STATED IN THE LOT COVERAGE TABLE. . 'T I SLAB E:L. I � I"i VENTILATION IS NOT MET BY MEANS OF NATURALj In 2- MAX.SQUARE FOOTAGE ALLOWED CALCULATED A5°5%OF LOTS "BUILL7ABLE LAND"AREA,FOLLOWING 24.3' 1 ® CIRCULATION THROUGH WINDOWS OR DOORS TO � SOUTHOLD TOWN CODE 260-15.0 STIPULATIONS FOR LOTS IN EXCESS OIF 60,000 S.F. STAIR � RAILING (AGGESSIBLE STAIRWAY) NOTE:I I I \ O OUTDOOR SPACES AS PER NYS MECH. GORE SECTION \✓ ALL STAIRWAYS SHALL SERVE AS ACCESSIBLE MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPECS �L 1..6 ALL NEW55, R 2025 NYS 50 CHAPTERS STAIRS HALL AVE MAX.IO #R111s MIN. 11" Tr - T 4:12 GONG. O 1:12 I I NEW ATTIC ACCESS - PULL DOWN LADDER: SLAB 5LOPE _ I �' 2. 61REATE5T RISER HEIGHT DIN A FLIGHT OF STAIRS SHALL IS I. MIN. 550 L55 CAPACITY NOT EXCEED THE SMALLEST BY MORE THAN ". 2 PRO UT DE LADPER;OR APPROVED EQUAL Iq5 LWB IN51ULATED 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5"• 2.1. ROUGH OPENING 30"x54" Q 4 STAIRS SHALL HAVE CLEAR WIDTH OF 4V' MIN. 2.2. GEILIN6 HE16HT MIN. v-00;MAX. 10'-4" BETWEEN HANDRAILS. 5. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF 3.ENSURE SIZED TO FIT MECH. EQUIP. OPENING Q 4.COORDINATE PLACEMENT BETW ROEEN ROOF TRUSSES 4 EACH FLI&HT OF STAIRS, AND HHERE SHOHN ON 2" b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED N5 PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS ^` S. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4cl CL w - - - - - - - - - - WALKING SURFACES LOCATED MORE THAN 30 ABOVE INSULATION ABOVE w/1^0. FR. (OR EO) BAFFLE OR Q FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. RETAINER TO PREVENT INSULATION FROM ENTERING Lo 'I. 36 HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ® I I SLAB EL. ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1:12 GONG. SLAB EL. 23 q' 2B HANDRAIL. THERMAL ENVELOPE OF BUILDING). SLAB EL, 24.3' TO 24.5 23.8' TO 25A, SLAB LOPE O (w/DRAIN PITCH) g. RAIL N6BT0 BE LE I WOOD.L AS ER GORE. 6.INSTALL AS PER MANU. SPEC,'s (w/DRAIN PITCH) I v N II ® 1. CONSULT H.O. FOR PRE015E LOCATION OF ACCESS. N DOOR NOTE:Q SEPTIC SYSTEM HOUSE CONNECTION: -rye O4 I. NOTE DOES NOT NECESSARILY INDICATE EACH NEW+ I. LOCATION OF SEPTIC SYSTEM BUILDING GONNEGTION DOOR;SEE DESIGNATIONS 4 DOOR LE. Iq 2. SEE SCDHS APPROVED PLANS UNDER REFERENCE NO. 2.PLACE DOORS 4 MIN. FROM PERPENDICULAR _ _ ____ DATED 00/00/00. w 3.INSTALLUAS PER MANU SPEC.'S 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" v a I 4.FOR EXTERIOR DOORS, PROVIDE STRUCTURAL MINIMUM FROM BUILDING FOUNDATION WALL. FRAMING ELEMENTS AROUND OPENINGS PER SHOP DRAWIN65 BY OTHERS. INTERIOR PLUMBING WALL: _ FRAME INTERIOR PLUMBING WALL w/2"xb" STUDS 0 I6" O.G. N Q I I 1.1�� I S. FOR INTERIOR DOORS, PROVIDE MIN. (2) 2 xl0 HDR -4-1 4 SEE PAGE G-oo3 FOR ALL OTHER FRAMING O VERTIGAL GONDUIT WITHIN PLUMBING WALL: ELEMENTS AROUND DOORS,U.O.N. 21 PROVIDE 5"(P VERTICAL TO 2ND FLOOR FLOOR SYSTEM 1 I I ACCESSIBLE ENTRAGE WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION 4 12 GONG. 5LA5 SLOPE �:12 GONG. 5LA5 5LOPE I 4OP I. ACCESSIBLE DOORWAY AS PER IGG All-1.1,CHAPTER 4, GOLD ROOM INSULATION: INCLUDING THE FOLLOWING SECTIONS IN PARTICULAR: 22 INSULATE GOLD ROOM WALLS 4 CEILING w/ 4" THK. �� - - - - - - - - - - + = I.I. DOORS w/LATCHES MUST COMPLY w/404.2.6 PERMAGORE POLY-I50 PANELS. -� 4 1.2.DOORS w/CLOSERS MUST COMPLY w/404.2.1 - FASTEN TO METAL CHANNELS/BATTENS/ANGLES2. DOOR 4 ® WINDOW NOR SHOLDS SHALL BE I/2" MAX. IN HEG IHT. _ INSTALL ALL PROVIDE PPER MAUULS IEG PER MANU. SPEC.'S \ O I. ALL NEW WINDOWS 4 DOORS SHALL BE "ANDERSEN" 23 EXTERIOR STAIR FOUNDATION: CASEMENT,DOUBLE-HUNG,OR GLIDIN6 (AS NOTED). - 8 THK. P. GONG. WALL BENEATH P.T. STRINGER BETAKING INSTALL AS MANU. 5PEC.S. POINT, EXTENDING 3'-0" MIN. BELOW GRADE. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I 2.NOTE DOES NOT R INDICATE EACH NEW WINDOW PROPOSED; - PROVIDE 4" THK. x 24" LONG (MIN.) P. GONG. PAD SEE DESIGNATIONS 4 WINDOW SCHEDULE. ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( I I 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "61LAS5 WINDOWS OF STAIRS. FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND I ( I AND DOORS" ON PAGE 6-002. AS PER DETAIL 2/A-20q. DOWNWARD FROM THE BOTTOM OF EXI5TING ADJACENT F'OOTIN65. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. EXTERIOR STAIR FOUNDATION: 51-AB EL, SLAB EL 24 3 TO 24.5' 24 3' TO 24.5' I I 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WAH 24 - ND. P.T. BM. (PER PLAN),UPON 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: - Wxb" NOTCHED P.T. POST, UPON ].I �, SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I (w/ DRAIN PITCH) (w/DRAIN PITCH) I 6.1. FOR LL SKYLI IN6 T 4 $ O DOORS PERA PANELS OF - SIMPSON ABU66Z POST BASE, UPON 7 ENTIRETY OF POUR. CONTACT ARCHIT'EGT WHEN WATER 5W ENCOUNTERED. 6.2. WITHIN IS" OF F.F. - Ib 0 P. GONG. PIER BEARING 3-O MIN. BELOW GRADE AS PER DETAIL 3/A-20q. AP 2 7 202;; 3. POURED CONCRETE HALL BE KEPT MOIST FOR A MIN. OP 14 DAYS. \\ ?'-207 6.3. WITHIN 24 OF A DOOR_ 6.4. WITHIN 5TAIRWAY5 4 WITHIN 56" OF A LANDING 25 EXTERIOR STAIR FOUNDATION: Z SOUTHOLD IU,64 6.5. WITHIN TUB/SHOWER ENCLOSURES - ND. P.T. BM. (PER PLAN), UPON w PLA NING HARD 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I I I 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-003 - 6"xb" NOTCHED P.T. POST, UPON 2 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. '1. PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND - SIMPSON ABU66Z POST BASE, UPON 2 H c_v OPENINGS PER OP DRAWIN6 O 5 BY OTHERS. - 12' P. GONG. PIER, UPON 5. ALL REINFORCEMENT BARS HALL BE DEFORMED EPDXY COATED -1� - "SQUARE FOOT" SF-28 GONG. PAD FTC. BEARING -O" V CARBON STEEL ASTM A615 GRADE 60. W.W.M. FOR SLABS HALL I I 4'_O"-,� �® O PORTABLE FIRE EXTINGUISHER: E3' AL50 BE EPDXY COATED. I. PROVIDE (1) PORTABLE 2A:IOB:G FIRE EXTINGUISHER MIN. BELOW GRADE INTERIOR EDGE OF AS PER DETAIL 3/A-201. Elul HAUNCH FOOTING (BELOW) I. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS COMPLIANCE w/2025 NY5 BG 1106. MEGH. AREA: SHALL BE STA66ERE17. SLAB EL. I I' I 2. EXTINCUI5HER SHALL BE LOCATED IN A CONSPICUOUS 26 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s 23.q' LOCATION THAT IS READILY AGGESSIBLE AND 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL '1. PROVIDE MECHANICAL DEVICES TO I-OLD STEEL 4 HARDN�IARE IN I LINES S 4 EXTERIOR R I NOT IL OBSTRUCTED ED DI OBSATE CURED ED FROM HE . SHALL UNITS AS PER NYS MG 506.1 PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED GLEARRANCES, 3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES COVERAGES, AND PLUMBNE55. WALL FINISH (ABOVE) REQUIRED PER NYS MG 504. 5. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD' WEIGHT 1:12 I 0 HANGERS 4 BRACKETS X WITHIN CABINET USED TO 4.IF APPLICABLE, DISCONNECT,REROUTE, 4 RECONNECT �� 0 SHALL NOT BE HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS EQUIPMENT TO EXIST. PIPING AS REO.V. PROJECT: CONCRETE. 4. LOCATE BOTTOM OF EDXTIN6UISHER AT LEAST 4" ABOVE B FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' TYPICAL MECHANICAL AREA NOTES: D H C LAND, L LC GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE I ABOVE FLOOR. FOR EXTINGUISHERS WITH 6RO55 I. FOR ND. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY' h I WEIGHT EXCEEDING 40 L55, LOCATE 50 THAT TOP OF " ROCK" (OR EQUAL) 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ® EXTINGUISHER 15 NO MORE THAN V-b" ABOVE FLOOR. 2. FOR IND. FR. WALLS - PROVIDE (1) LAYER OF 5/8" CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE -� TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I ( ® 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 1. IN ADDITION RTOT THE TYPICAL PORTABLE FIRE AS PEP, NYS MECH. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHIERS. ® 4. WHEN EXIIST.,., MECH. EQUIP. SHALL ABE VERIFIED THAT COME 12 GONG. 5LA3 SLOPE _ �:12 GOVG. 5LAB SLOPE � EXTINGUISHER NOTED ABOVE, A SEPARATE GLA55-K IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I SLAB EL. RATED FIRE EXTINGUISHER SHALL PROVIDED FOR CONFORM TO AGI 306. I I 23.q THE PROTECTION OF COOKING EQUIPPMENT PER 2025 5. COMB. AIR VOLUME A5 PER MANU. SPEG.s - PROVIDE 4180 NEW SUFFOLK AVE NYS BG g06.4. FRESH AIR INTAKE FROM EXTERIOR 2. REOUIREMENTS #2 - #4 NOTED FOR TYPICAL PORTABLE 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL MATTITUCK, NY 11952 4. IN NO C FROZEN GROUND MAY SHALL CONCRETE BE LACEP ON FROZEN 61;;�OUINn REMOVED OR HEATED TO/ FIRE EXTINGUISHER SHALL APPLY EMERGENCY SHUT OFF SWITCH SURFACES. B 7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH TEMPERATURES WITHIN 100 F OF CONCRETE. I i NEW PLUMBING FIXTURES, 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PC 405. CLEARANCES AS PER CODE DRAWING TITLE: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NON. I SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. of. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 REMOVE AS REOV. I CONNECT TO SANITARY SYSTEM AS PER NY5 POLE BARN: 70 I ACCESSIBLE PLUMBING ELEMENT p PLUMBING CODE LLI 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I O I '!A ALL NEW ACCESSIBLE PLUMBING ELEMENTS 4 FACILITIES IO.APPLIANGES JOINED THROUGH A COMMON NATURAL - BUILDING DATA PERMITTED WHEN NECESSARY. TO COMPLY WITH IGG AII'I.1 CHAPTERS 3 4 6. SEE ALSO cv DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL - FLOOR PLANS -Q 5LAB EL. STANDARD DETAILS ON PAGE A-20q. "1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER I +1 o 24.3' TO 24.5' I SECTIONS OF 2020 NYS RG G242'1. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. (w/DRAIN PITCH) O I-HR FIRE RESISTANT CEILING/FLOOR UNDERSIDE: A/C CONDENSERS + HEAT PUMP: 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING. • PROVIDE (2) LAYERS OF 5/8" THK. "DENSGLASS" FIRE 27 1. PROVIDE (5) AIR CONDITIONING 4 HEAT PUMP SYSTEMS Iq RATED HEATHIN6 BY 6EOR61A PACIFIC" (OR EQUAL) = - - - _��_ _ _- __� �_ _-_-_-_ _- I � BY MITSUBISHI (OR APPROVED EC:2UAL5). • JOIN PANELS AS PER MANU. 5PEG5 (A57M E 156) 2.5Y5TEM5 SHALL BE MULTI-ZONE AS RE0.1D q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ho ® [RATING AS PER 2025 NYSBC TABLE'722.6.2(1)] 3.CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR PAGE: PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER: AGI 506 0 PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY 113M" SYSTEM MANUFACTURER PRIOR TO INSTALLATION (ASTM 0414/04g4M,TYPES G AND E). _ r; r •_j - - _ (OR EQUAL) 4.INSTALL A5 PER MANUFACTURER 5PEG5. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL O I ? 1 :251 1 1 1 24 FASTEN AS PER MANU SPEC.'S S. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND �� ® ■ AREAS EXCEED ONE SQUARE INCH. Q V 1 I I • INSTALL ALL AS PER MANU SPEC.S SURFACE (GONG PAD OR OTHER) w/WEIGHT RATING F p 10-1 `t -t I J 2 x8 P.T. D.J. FIN15H w/EXTERIOR PAINT AT OPEN PORCH CEILIN65 SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF (1 = I ® I( O.G. .o CONDENSER. II. ONCE CONCRETE 15 PLACED. CONCRETE HALL NOT BE EXPOSED _ � 4� I I I I-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: 6.ALWAYS LOCATE CONDENSERS 10' MIN. FROM ANY 6A5 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS dJ � �9 r�- tt) g REACHED A COMPRE551VE STREN6TFI OF 800 P51. DROPPED BEAMS N ® 'm ® m I I I P.T.D�® CONFORMANCE /SULE263 STANDARDS R UL PF-516N NO. U423 IN WHENEVER POSSIBLECE, AND AT . 5' FROM WINDOWS/DOORS 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306%. 25 TRINCER . DUCTLESS MINI-SPLIT A/G 8 HEATER: DATE: 03/30/26 7 OF 17 I. PROVIDE (1) N THK. 51DES A55 FIRE RATED 1. NEW MITSUBISHI DUCTLESS MINI-SPLIT AIR CONDITIONER 4 2 2"xl2" P.T. - (2) 2"xl0" P.T. 24 - SHEATHING ON BOTH SIDES OF WALL. HEATER (OR APPROVED EQUAL). 24 DROPPED BM. 2. WHEN WALL CONTAINS OPENING, FIRE-RATED STRUCTURAL DESIGN BY BUILDING MANUFACTURER BEAMS CONSTRUCTION SHALL INCLUDE HEADER,WALL-SPACE 2. INSTALL AS PER MANU. SPEC.'S STRUCTURAL DRAWIN65 BY BUILDING MANUFACTURER SHALL ' ABOVE OPENING, 4 POSTS. 3. MINI-SPLITS SHALL BE SERVED BY CONDENSER/HE,AT 10'- 3'-II"' b'-10 "I'-4" 3'-I 5. PROVIDE "ABE500 FF200 FR EXPANDIN6 FOAM" (OR PUMP SYSTEMS, NOTED SEPARATELY. DEFINE ALL STRUCTURAL COMPONENTS, ASIDE FROM THAT �2 y2 1�2 EO) AT ALL PENETRATIONS IN FIRE RATED WALLS. 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZING. OF THE EXTERIOR STAIRS, INGLUDIN6: (2) 2"x14" P.T. STRINGERS ® 16" O.G. 5. CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR PRODUCT CONFORMS TO ASTM E &14, ASTM E &4, 4 UL s STRUCTURAL FRAMING w/ 51MP50N HU26-2 4 HU210-2 - `9 14'Iq. SYSTEM MANUFACTURER PRIOR TO INSTALLATION c:,'• ;'"„• •�-'`O "- SLOPED HANER5 0 SUPPORTING _ EARING WALL ASSEMBLIES 4. WALL SHALL EXTEND FROM TOP OF 2ND FLOOR 6. CONFIRM FINAL MINI-SPLIT LOCATIONS w/OWNER - ROOF/CEILINC/LOAD-B FASTENER SPEGIFIGATIONS/50HEDULE`_5 D.J. 4 MID-SPAN BM. (STRINGERS 23 �i A55EMBLY TO THE UNDERSIDE OF ROOF SHEATHING - FOUNDATION DE516N HALL NOT BE CONTINUOUS ACROSS 4'-b° cv 2q WATER HEATERr.ti'. MID-SPAN SUPPORT;DO NOT NOTCH) IO TURNING SPACE: NEW RHEEM 100 GAL. LIQUID PROPANE WATER HEATER(OR STRUCTURAL DESIGN OF BUILDING SUPERSTRUCTURE AND O 60 (MIN.) OR T-SHAPED TURNING SPACE IN GOMPLIANGE APPROVED EQUAL). �,; FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. 15'-10" 23'-q" 8'-5" w/ IGG All?.I, SECTION 304. WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REOUIRED I. VENT THROUGH WALL a SMOKE DETECTOR / GO DETECTOR NOTES: 2.F.A.I. THROUGH WALL. `R, f�. BEARING LOCATIONS, ORIENTATION, AND SPAN OF 48'-0" II 3.INSTALL PER MANU. SPEC.'S STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 4,CONFIRM DESIRED TANK CAPACITY w/OWNER A55UME5 NO RESPONSIBILITY FOR THE DESIGN OF THESE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR COMPONENTS. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FOI I}�I� J� T I 0 I PLAN J', �I � POI E B J� p}�1 2.SMOKE /GO DETECTORS F MAINTAIN 5' MIN. y I y, J"�t I� f"'�I V J„� BARN I y, HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SOIL BEARING CAPACITY NOTE: OFFNIN55 TO BATHROOMS w/SHOWER OR TUB. STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL SCALE: 114" = P-O" B.INSTALL ALL AS PER MANU. SPEC.'S BEARING CAPACITY OF 1.0 TOWS.F. 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH 2O25 NYS BC q15 4 LOCAL CODE i POL [nm. WINDOW CHART - POLE BARN //�� '� IEFAL I�/�550L I _ < I �,/ ROUGH OPENING WINVOW DIMENSION EG OPENNG CLEAR R LIGHT VENT 0I PRO\/. PRO\/. NEW PARTIAL HEIGHTCL TAG COUNT TYPE MODEL # WIDTH REOV: 20" TEMP. PER UNIT PER UNIT - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q HEIGHT REQ'D: 24" (S.F.) (5.F.) WHEN APPLICABLE) WIDTH IF HEIGHTIL WIDTH HEIGHT OPEN REOV: 5.1 S.F. EXISTING TO REMAIN DOOR 50HEDULE - POLE BARN W -- 13 DOUBLE-HUNG TW210410 3'-O �: 5:_0 ill 2'-11 5'-0 ill t 5.515. Io.45 rJ.83 I--�--I NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL W DOOR MATERIAL I--I 5TL. WHEN APPLICABLE) J m E::AE]E=� DOUBLE-HUNG TN210410 3'-0 �: 5'_O 2'-II J" 5'-0 ill 5.51 10.45 =J.83 ® MIN. (2) 2N4" STRUCTURAL < +•+ N TAG DESCRIPTION MANUFACTURERpO N NOTES ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. WOOD FRAME RA 5TL. PO T(FOR, ""4 " STRUCTURAL kiALLS � LO WIDTH HEIGHT *"' SEE DOOR 50HEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. r- K fV '�* FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER - �* CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW 2-HR FIRE RATED }: (.0 WOOD FRAME (L.G. STL. NEW 2"xb" PLUMBING WALL L FIRST FLOOR WHEN APPLICABLE) per. •CD LO Q 101 51NOLE 5WINC THERMATRU 3'-0" 6'-8" ;+ g X CV U l02 OVERHEAD DOC T.B.D. 8'-O" J 8'-O" �T �� FLOOR PLAN NOTES 0 m 4 c� 5'-O" 13'-q" 4'-6" CONCRETE APRON NEW GUTTER � N fB � 103 O\/ERHEAD DOF_ T.B.D. 8'-O" 8'-O" �T ® OI I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 12 SEE SPECIFICATIONS AT ELEVATION NOTES Q a Q SMOOTHLY FROM SLAB EL. TO GRADE VERIFY CUTTER SIZE w/ ROOFING CONTRACTOR .D 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 7FNCLE SWING-� THE 4'-O" 6'-8" 2"i I I (2 ) I ® *6 z 3. GR055 SLOE MEASURED PERPENDICULAR TO 13 NEW 4"x3" ALUM. DOWNSPOUT (TYPJ: �J o (2 r 0 II" TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 VERIFY REQ.'D DOWNSPOUT 51ZE w/ROOFING CONTRACTOR �t (2% SLOPE) 105 OVERHEAD DOOR T.B.D. 8'-O" 8'-O" �T ��D I I 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 14 GUTTER HIGH POINT (T`I'P.) 106 SINGLE SWING-� THERI'MATRU 3'-O" 6'-8" ��� I _ I _ NEW REINFORCED P. GONG. SLAB (® INTERIORS) (- - - - - - - - - - - - - - - - - ® I. NEW 6" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON ELECTRICAL PANEL: 2. 6 MIL POLY VAPOR BARRIER UPON 15 - 200 AMP ELECTRICAL PANEL LOCATION 3. 4" (MIND GRAVEL BASE - ELECTRICIAN TO VERIFY INTENDED U5E5 w/OWNER TO 10'i BARN DOOR T.B.D. 15'-6" 8'-O" ® ® - I 4. PROVIDE TURN-DOWN HAUNCH AT BLD6. PERIMETER, CONFIRM SUFFICIENT PANEL 51ZE SECOND FLOOR 12'-WdIDE HOOD , POURED MONOLITHICALLY w/SLAB (SEE SECTION 4 - ALL INSTALLATION AS PER NYS ELECTRICAL CODE I6 FAI, BUILDIN6 MANUFACTURER DOCUMENTS) FREEZE PROOF H05E BIB:10 PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER)201 F51NOLE 5WINC-' THERI'MATRU 3'-O" 6'-8" OPEN COVEREDNEW REINFORCED P. GONG. SLAB (" EXTERIORS)� �IROOM #I I. NEW 6" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPONPORCH 51 S.F. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2. 4 (MIND GRAVEL BASE202 51NOLE SWING-� THERIMATRU IF3'-O" 6'-8" ��� (VEGETABLE WASH OFFIT - I1 VENTILATION I5 NOT MET BY MEANS OF NATURAL 4 PACK AREA) f� NT O STAIR 4 RAILING (ACCESSIBLE STAIRWAY) NOTE: GIRGULATION THROUGH WINDOWS OR DOORS TOuL _ OUTDOOR SPACES AS ER NY5 MEGH. CODE SECTION 203 SINGLE SWING-� JELD-WEN F2'-8" 6'-8" I 4- 4 - 3 ALL STAIRWAYS SHALL SERVE AS ACCESSIBLE MEANS OF 405.5.2.5; INSTALL AS PER MANU. SPECSEGRESS, ER 2025 NY5 BG GRAFTERS 10 4 II.r0 I. ALL NEW STAIRS SHALL HAVE MAX."1" RI 4 MIN. 11" Tr - NEW ATTIC ACCESS - PULL DOWN LADDER: 204 SINGLE 5WINC--� JELID-WEN 2'-4" b'-8" ��� I b MIN.- / RISERS SHALL BE CLOSED 18 I. MIN. 550 L55 CAPACITY r 1 8 lob 2• GREAT!=5T RISER HEI6RT IN A FLIGHT OF STAIRS SHALL 2•PROVIDE UNIT BY 'FAKRO' MODEL#8691g5 LWB INSULATED V NOT EXCEED THE SMALLEST BY MORE THAN J". ATTIC LADDER;OR APPROVED EQUAL 205 SINGLE 5WINC JELID-WEN 2'-8" 6'-8" I „ q 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b-8 . 2.1. ROUGH OENIN6 50 x54' g 4 4. STAIRS SHALL HAVE A CLEAR WIDTH OF 48" MIN. 2.2. GEILIN6 HEIGHT MIN. &'-0";MAX. 10'-4" BETWEEN HANDRAILS. 4.ENSURE SIZED TO FIT MECH. EQUIP. ROOF TRU55O •'^ 206 SINGLE 5WINC-� JELW-WEN 2'-8" 6'-8" • i 5. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF 4.COORDINATE PLACEMENT BETWEEN ROOF TRU55E:5 4 �J J EACH FLIGHT OF STAIRS, AND WHERE SHOWN ON PLANS. PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS nl AGRICULTURAL ( b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED W � 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-•4q q P1ROCE551 NG AREA _ `'; WALKING SURFACES LOCATED MORE THAN 50" ABOVE INSULATION ABOVE w/WV. FR. (OR EO) BAFFLE OR O - FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. FROMENTER Q 402 S.F. 0 i1 ® -1. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO DWELLING NH EN OPENED, AS ER NY5 EGG R402x2.4 ALLOW PASSAGE OF A 4" 4' SPHERE;56" HIGH (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE HANDRA 8. 6R PPABI L.LE RAIL AS PER CODE. THERMAL ENVELOPE OF BUILDING). q. RAILING TO BE WOOD. d 6.INSTALL AS PER MANU. SPEC.'s - DOOR NOTE: '1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. J I. NOTE DOES NOT NECESSARILY INDICATE EACH NEW SEPTIC SYSTEM HOUSE CONNECTION: "7 4 DOOR;SEE DESIGNATIONS 4 DOOR SCHEDULE. Iq I. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION 26 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2• SEE SGDHS APPROVED PLANS UNDER REFERENCE NO. cV _-__-____ WALLS, U.O.N. DATED 00/00/00.3.INSTALL AS PER MANU SPEG.'s 5. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" 21 IS � 4.FOR EXTERIOR DOORS, PROVIDE STRUCTURAL MINIMUM FROM BUILDING FOUNDATION WALL. 71E • FRAMING ELEMENTS AROUND OPENIN55 PER SHOP INTERIOR PLUMBING WALL: ti��lu <�! 1u DRAWINGS BY OTHERS. FRAME INTERIOR PLUMBING WALL w/ 2"x6" STUDS 16" O.G. 5. FOR INTERIOR DOORS, PROVIDE MIN. (2) 2NIO" HDR 4 SEE PAGE 6-003 FOR ALL OTHER FRAMING VERTICAL CONDUIT WITHIN PLUMBING WALL: ® ELEMENTS AROUND DOORS, U.O.N. 21 PROVIDE 5"0 VERTICAL TO 2ND FLOOR FLOOR SYSTEM ACCESSIBLE ENTRACE WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION Oi I I. ACCESSIBLE DOORWAY AS PER IGG AII'1.1, CHAPTER 4, GOLD ROOM INSULATION: INGLUDIN6 THE FOLLOWING SECTIONS IN PARTICULAR: 22 INSULATE GOLD ROOM WALL5 4 CEILING w/ 4" THK. I.I. DOORS w/LATCHES MUST COMPLY w/404.2.E PERMACORE POLY-150 PANELS. 4 I 1.2.DOORS w/ CLOSERS MUST COMPLY w/404.2.1 - FASTEN TO METAL GHANNEL5/BATTENS/AN6LES 4 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HE16HT. PROVIDE TAPING 4 CAULKING PER MANU. 5PEC.'S WINDOW NOTE: - INSTALL ALL PER MANU. SPEC.'S. O I. ALL NEW WINDOWS 4 DOORS SHALL BE "ANDERSEN" 25 EXTERIOR STAIR FOUNDATION: CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). 8" THK. P. GONG. WALL BENEATH P.T. STRINGER BEARING p INSTALL AS PER MANU. SPEC.'S. POINT, EXTENDING V-O" MIN. BELOW GRADE. O _ - PROVIDE 4" THK. x 24" LONG (MIN.) P. GONG. PAD 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH p ,dJ 5.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLA55 WINDOWS OF STAIRS. AND DOOR.5" 2. AS PER DETAIL 2/A-20q. 4.ALL CASEMENT WINDOWS TOOHAVE 5TRAICHT ARM HINGE. EXTERIOR STAIR FOUNDATION: 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 24 _ PC. P.T. BM. (PER PLAN), UPON 6.IN 6ENERAL, TEMP. CL. SHALL BE PROVIDED: - b"xb" NOTCHED P.T. POST, UPON F.R.I. 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF AS IER DETAIL PIER B q•BASE, UPON c SWINGING, SLIDING, 4 BIFOLD DOORS _ I " I6 m P. GONG. PIER BEARING 3-O MIN. BELOW GRADE - i 6.2. WITHIN 18' OF F.F. )V- I OPEN 6.5. WITHIN 24 OF A DOOR N A p 2 Z�� 261 28 GOVERELP�I ( 6.4. WITHIN STAIRWAYS 4 WITHIN 56 OF A LANDING 25 EXTERIOR STAIR FOUNDATION: Z A I O N PORCH bb. 5EE IAL50 GENERAL NOTES O PAGE 6-003 - �• P.T. BM. (PER PLAN), UPON w--_-y pLA HING WARD - 6"xb" NOTCHED P.T. POST, UPON -i. PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND - 51MP50N A5Ub6Z POST BASE,UPON 2 OPENINGS PER SHOP DRAWINGS BY OTHERS. - 12"� P. GONG. PIER, UPON V 2q PORTABLE FIRE EXTINGUISHER: - "SQUARE FOOT" 5F-2& GONG. PAD FTC. BEARING 5'-0" e O I. PROVIDE (1) PORTABLE 2A:I05:C FIRE EXTIN&UI5HER MIN. BELOW GRADE AS PER DETAIL 5/A-20q. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN COMPLIANCE w/2025 NY5 BC 1106. MEGH. AREA: p 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS 26 I. IN ALL INDICATED EQUIPMENT AS PER MANU. 5PEG.'s LOCATION THAT 15 READILY ACCE551BLE AND I cV I 2.MAINTAIN 30"x3o" CLEARANCE IN FRONT OF MECHANICAL w Li AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL UNITS AS PER NYS MG 506.1 3 Q GOLD ROOM NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. 0 3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED .MAINTAIN ALL APPLICABLE VENTING CLEARANCES ql"1 S.F. HANOFR5 4 BRACKETS OR WITHIN CABINET USED TO REQUIRED PER NY5 MG 804. A-20"f I 4.IF APPLICABLE, DISCONNECT,REROUTE, 4 RECONNECT r HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS EQUIPMENT TO EXIST. PIPING AS REO.V. PROJECT: -I • II SHALL NOT BE LOOKED. SM/GO 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE TYPICAL MECHANICAL AREA NOTES: FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' . WD FR F. . FLOOR - PROVIDE I/2 GONG. BD. Q3Y 6 ABOVE FLOOR. FOR EXTINOUI5HER5 WITH 6RO55 I FOR D H C LAND L LC ® WEIGHT EXCEEDING 40 LBS, LOCATE SO THAT TOP OF DUROCK (OR EQUAL) ! MECH. ROOM EXTINGUISHER 15 NO MORE THAN V-6" ABOVE FLOOR. 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" 476 S.F. TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WAL11-5) PORTABLE FIRE EXTINGUISHER: 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 1. IN ADDITION TO THE TYPICAL PORTABLE FIRE 5PEC.'5 AND AS PER NY5 MECH. AND FUEL OAS CODE 4 EXTINGUI5HER NOTED ABOVE, A SEPARATE GLA55-K 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT RATED FIRE EXTINOUI5HER SHALL BE PROVIDED FOR IT CONFORMS TO NY5 MECH. AND FUEL CAS CODE THE PROTECTION OF COOKING EQUIPMENT PER 2025 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE 4180 NEW SUFFOLK AVE 6 NY5 BG clO&A. FRESH AIR INTAKE FROM EXTERIOR m O O 2. REOUIREMENTS #2 - #4 NOTED FOR TYPICAL PORTABLE 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL MATTITUCK NY 11952 O ' FIRE EXTINGUISHER SHALL APPLY EMERGENCY SHUT OFF 5WITGH '7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF 5WITGH NEW PLUMBING FIXTURES: 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CLEARANCES AS PER.GORE DRAWING TITLE: SEE AL50 PLUMBING GENERAL NOTES ON PACE 6-002. q. PROVIDE 5" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 CONNECT TO SANITARY SYSTEM AS PER NY5 POLE BARN: g ACCESSIBLE PLUMBING ELEMENT PLUMBING GORE '7A ALL NEW ACCE55I11LE PLUMBIN6 ELEMENTS 4 FACILITIES 10.APPLIANCES JOINED THROUGH A COMMON NATURAL - FLOOR PLANS TO COMPLY WITH IGG A117.1 CHAPTERS 3 4 b. SEE ALSO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL - DOOR + WINDOW SCHEDULES STANDARD DETAILS ON PAGE A-20q. SECTIONS OF 2020 NYS RC 62421. - MINI SPLIT SCHEDULE b I-HR FIRE RESISTANT GEILINCC/FLOOR UNDERSIDE:O b PROVIDE (2) LAYERS OF 5/8" THK. "DEN56LA55" FIRE 27 A/G CONDENSERS + HEAT PUMP:I. PROVIDE (5) AIR CONDITIONING 4 HEAT PUMP SYSTEMS RATED 5HEATHIN6 BY GEORGIA PACIFIC" (OR EQUAL) BY MITSUBISHI (OR APPROVED EQUALS). . JOIN PANELS AS PER MANU. SPECS (ASTM E 136) 2 SYSTEMS SHALL BE MULTI-ZONE AS R O.V [RATING AS PER 2025 NYSBC TABLE"I22.6.20A 5. CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR PAGE: • PROVIDE FIRE RATED SEALANT ® ALL 5EAM5 BY "5M" SYSTEM MANUFACTURER PRIOR TO INSTALLATION (OR EQUAL) 4.INSTALL AS PER MANUFACTURER SPECS. go a FASTEN AS PER MANU SPEC.'S 5. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUiVD A-202000 INSTALL ALL AS PER MANU 5PEC.5 SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING pe FINISH w/EXTERIOR PAINT AT OPEN PORCH GEILIN65 SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT Or CONDENSER. OI-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: 6.ALWAYS LOCATE CONDENSERS IO' MIN. FROM ANY OAS CONSTRUCT WALLS PER UL DE516N NO. U425 IN APPLIANCE, AND AT LEAST V FROM WINDOW5/D0ORS CONFORMANCE w/UL 265 STANDARDS WHENEVER POSSIBLE. 22 DUCTLESS MINI-SPLIT A/G 4 HEATER: SHEATRING ON DATE: 03/30/26 8 OF 17 I6 I I. PROVIDE (I) NIll BOTH SIDES OF WALL.THK. "DENS6LA55" FIRE RATED I. NEW MITSUBISHI DUCTLESS MINI-SPLIT AIR CONDITIONER 4 22-1 Q 2. WHEN WALL CONTAINS OPENING, FIRE-RATED HEATER (OR APPROVED EQUAL). STRUCTURAL DESIGN BY BUILDING MANUFACTURER I l0"1 ® ® ® ® CONSTRUCTION SHALL INCLUDE HEADER,WALL-SPACE 2. INSTALL A5 PER MANU. SPEC.'S STRUCTURAL DRAWINGS BY BUILDING MANUFACTURER SHALL ABOVE OPENING, It POSTS. 5. MINI-SPLITS SHALL BE SERVED BY CONDENSER/HEAT DEFINE ALL STRUCTURAL COMPONENTS, ASIDE FROM THAT 23_q 5. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR PUMP SYSTEMS, NOTED SEPARATELY. EOd AT ALL PENETRATIONS IN FIRE RATED WALLS. 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZING. OF THE EXTERIOR STAIRS, INGLUDIN6: STRUCTURAL FRAMING PRODUCT CONFORMS TO A57M E 514, A57M E &4, 4 UL 5. CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR - ROOF/GEILIN6/LOAD-BEARING WALL ASSEMBLIES _ 14'Iq. SYSTEM MANUFACTURER PRIOR TO INSTALLATION •�..,... �,;;;, Y FASTENER SPECIFICATIONS/5CHEDULES I I I I 4 ASSEMBLLL Y TO THE UNDERSIDE OF ROOF SHEATRIN6 L EXTEND FROM TOP OF 2ND FLOOR 6. CONFIRM FINAL MINI-SPLIT LOCATIONS w/ OWNER FOUNDATION DES16N in (2 2) 1 ® t b �o O WATER HEATER 2 r ® II d TURNING SPACE: 2q STRUCTURAL DESIGN OF BUILDING SUPERSTRUCTURE AND MINI-SPLIT SCHEDULE I I I I I I IO b0"O (MIN.) OR T-SHAPED TURNING SPACE IN COMPLIANCE APPROVED EQ0P66AL. LIQUID PROPANE WATER HEATER (OR FOUNDATION SHALL BE BY THE BUILDINGS MANUFACTURER. WHILE CONSTRUCTION DOCUMENTS MAY IODINATE REQUIRED FIRST FLOOR SECOND FLOOR w/ IGG AII"1.1, SECTION 504. I. VENT THROUGH WALL BEARING LOCATIONS, ORIENTATION, AND SPAN OF L®- - -El -1SMOKE DETECTOR / Go DETECTOR NOTES: 2.F.A.I. THROUGH WALL. STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD MINIMUM ACRIGULT. MEETING/ I�-5'-O" "I' 13'-q" 4'-6" II I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5.INSTALL PER MANU. SPEC.'Sf 'F.f ASSUMES NO RESPONSIBILITY FOR THE 17E516N OF THESE CAPACITY PROCESSING MECH. ROOM LECTURE OFFICE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 4.CONFIRM DESIRED TANK CAPACITY w/OWNER �.� A COMPONENTS. REay (BTU) AREA ROOM 48'-0" HARD WIRED TO EACH OTHER w/BATTERY BACKUP. G I PLAN � I a J� �I HEATING 2op00 22,000 24,000 6,000 FIRST FLOOR P1., A V �' POLE E3AR1 `l g 2.SMOKE / GO DETECTORS F MAINTAIN 3 MIN, r„ HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SOIL BEARING CAPACITY NOTE: 4 OPENINC75 TO BATHROOMS w/ SHOWER OR TUB. STRUCTURAL DESIGN OF FOOTIN65 ASSIJME5 A 501L COOLING 10,000 11,000 i2poo 71 5000 SCALE: 114" = 1'-O" 5.INSTALL ALL AS PER MANU. SPEC.'S 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEARING CAPACITY OF 1.0 TON/S.F. IN COMPLIANCE WITH 2O25 NYS BG ql5 4 LOCAL GODS I I ®POLI® �/WINDOW CHART - POLE BARN /=' ENERAL I I BARN EGRESS CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. NEW PARTIAL HEIGHT p•, TAG COUNT TYPE MODEL # WIDTH REQ'D �� : 20 TEMP. PER UNIT PER UNIT - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q HEIGHT REOV: 24" (S.F.) (S.F.) WHEN APPLICABLE) WIDTH HEIGHT WIDTH HEIGHT OPEN REO,P: 5.'1 S.F. EXISTING TO REMAIN [MooR SCHEDULE - POLE B�4RN NEW FOUNDATION WALL J 13 DOUBLE-HUNG FTW210410 3 707 5-O 2-II I 5-OIF 5.81 S.F. 10.45 5.83 STL. WHENNEN DAPRPALIGABLE) cu DOOR MATERIAL (y) U) NOTES A T DOUBLE-HUNG TW210410__] 3-O 5-OJ 2-111 J 5-0 5.&1 S.F. [� 10.45IE:5Z5 ® MIN. (2) ZX4" STRUCTURAL Q +-+ N TAG DESCRIPTION MANUFAACTURER NEW I-HR FIRE RATED POST FOR 4" WALLS Ln Ll � � ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEC,s. SEE PAGE G-c003 FOR NAILING � STRAPPING DETAILS. �� �� � � � p WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL WIDTH HEIGHT ►- 4 '� SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER p WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. r- 3 FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER - O ** CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW 2-HR FIRE RATED 4-J 0� }.7v _O FIRST FLOOR WOOD FRAME (L.G. 5TL. NEW 2"xb" PLUMBING WALL 0O N z O WHEN APPLICABLE) d •cu � 101 SINGLE SWING THERZMATRU F3'-O" b'-8" ��� � � � � O X � N tV Q 102 OVERHEAD DOOR T.-B.D. 8'-0" 8'-0" �T FLOOR PLAN NOTES � 4_j (9 c O co L) OCONCRETE APRON NEW GUTTER I. PROVIDE CONCRETE APRON SLAB TO TRANSITION O SEE SPECIFICATIONS AT ELEVATION NOTES Q 0 0. O 105 OVERHEAD DOOR 8'-O" 8'-O" �T �� I SMOOTHLY FROM SLAB EL. TO GRADE VERIFY CUTTER SIZE w/ ROOFING CONTRACTOR �F___T-:s:r_=>, F3 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 104 FSINGLE 5WINc5 THERMATRU 4'-O" b'-8" ���F - DOWN (22 RI ® i 6 - 5. OR055 SLOPE MEASURED PERPENDICULAR TO 13 NEW 4"x3" ALUM. DOWNSPOUT (TYPJ: _� 2 Tr ® 111, `fl TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 O VERIFY REQ.'D DOWNSPOUT SIZE w/ROOFING CONTRACTOR 105 OVERHEAD DOOR T..B.D. 8'-o" 8'-O" T B D �r 4. BROOM SLOPE) in OOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE IS GUTTER HIGH POINT (TYP.) 1o'-4y2" 3'-0" lo'-4y2" NEW REINFORCED P. GONG. SLAB (® INTERIORS) 106 51NOLE 5WINc5 THER'tMATRU 3'-O" b'-8" �. - - - - - - - - - - - - - - ---- ® I. NEW 6" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON ELECTRICAL PANEL: � 17 15 - 200 AMPP ELEGTRIGAL PANEL LOCATION 77 I5'-6" 10"i BARN DOOR T..B.D. 8'-O" 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO ® ® � ® CONFIRM SUFFICIENT PANEL SIZE � IF 4. PROVIDE TURN-DOWN HAUNCH AT BLD6. PERIMETER, - ALL INSTALLATION AS PER NYS ELECTRICAL CODE 8'-b"F # 20l POURED MONOLITHICALLY w/SLAB (SEE SECTION 4 - SEGOND FLOOR BATH 8_6 I BUILDING MANUFACTURER DOCUMENTS) 16 FREEZE PROOF H05E BIB: U SOFFI RM. 2 PRECISE LOCATION T.B.D. IN FIELD - CONSULT wi/OWNER) � NEW REINFORCED P. GONG. SLAB (® EXTERIORS) n , 201 SINGLE SWINGE77THEF_�M�ATP=ZUF 3'-O" b'-8" ��� VENT 55 S.F. 203 2B I. NEW b" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON yl EXHAUST FAN SHALL BE INSTALLED WHERE W •--� � 2. 4 (MIN) GRAVEL BASE 202 SINGLE 5WINc5 THEi�MATRU 3'-o" 6'-8" VENTILATION IS NOT MET BY MEANS OF NATURAL T � 4 STAIR 4 RAILING (ACCESSIBLE STAIRWAY) NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO OFFICE _ O ALL STAIRWAYS SHALL SERVE AS AGGESSIBLE MEANS OF OUTDOOR SPACES AS PER NYS MECH. CODE SECTION • 203 SINGLE 5WINc5 JELID-WEN 2'-8" b'-8" • - .� 405.5.2.5; INSTALL AS PER MANU. SPECS �, 87 S.F. m EGRESS, PER 2025 NYS BG CHAPTERS 10 4 II. N X ` p I. ALL NEW STAIRS SHALL HAVE MAX. 7" RI 4 MIN. 11" Tr - NEW ATTIC ACCESS - PULL DOWN LADDER: 204 SINGLE SWING JELID-WEN 2-4 b-8 A RISERS SHALL BE CLOSED 18 I. MIN. 550 L55 CAPACITY r , - 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2•PROVIDE UNIT BY 'FAKRO' MODEL#86a1a5 LWS INSULATED V m STORAGE - NOT EXCEED THE SMALLEST BY MORE THAN 1"• ATTIC LADDER;OR APPROVED EQUAL 205 SINGLE 5WING JELID-WEN 2'-8" 6'-8" �i LJ ® CLOSET 18 ® 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 2.1. ROUGH OPENING 5ON54" 1 24 S.F. 204 � 4. STAIRS SHALL HAVE A CLEAR WIDTH OF 48" MIN. 2.2. CEILING HE16HT MIN. 8'-O";MAX. 10'-4" � _ �t - BETWEEN HANDRAILS. • lob SINGLE SWING 2 JELID-WEN -8 6-8 3.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING 5. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF 4.COORDINATE PLACEMENT BETWEEN ROOF TRU55E5 4 ' EACH FLIGHT OF STAIRS, AND WHERE SHOWN ON PLANS. PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS ^`4-�2 I b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 5• WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4a w WALKIN6 SURFACES LOCATED MORE THAN 50" ABOVE INSULATION ABOVE w/WV. FR. (OR EQ) BAFFLE OR Q FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. RETAINER TO PREVENT INSULATION FROM ENTERING 7. 56 HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO DWELLING WHEN OPENED, A5 PER NYS EGG R402.2.4 206 28 I HALLON ANDRAIL.55AGE OF A 4" 0 SPHERE;56" HIGH (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). b 8. 6RIPPABLE RAIL AS PER CODE. 6.INSTALL AS PER MANU. 5PEC.'s 4 a. RAILING TO BE WOOD. 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. II A DOOR NOTE: • OI. NOTE DOES NOT NECESSARILY INDICATE EACH NEW SEPTIC SYSTEM HOUSE CONNECTION: 1a I. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION ® DOOR;SEE DESIGNATIONS 4 DOOR SCHEDULE. 2• SEE 5CDH5 APPROVED PLANS UNDER REFERENCE NO. 5M/00 2.PLACE DOORS 4' MIN. FROM PERPENDICULAR DATED 00/00/00. 't T WALLS, U.D.N. 5. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" 5.INSTALL AS PER MANU SPEC.'S `fl 4.FOR EXTERIOR DOORS, PROVIDE STRUCTURAL MINIMUM FROM BUILDING FOUNDATION WALL. FRAMING ELEMENTS® AROUND OPENINGS PER SHOP � INTERIOR PLUMBING WALL: DRAWINGS BY OTHERS. O FRAME INTERIOR PLUMBING WALL w/2"xb" STUDS ® 16" O.G. MEETING/ 5. FOR INTERIOR DOORS, PROVIDE MIN. (2) 2"xIO" HDR 5 LEC:TURE ROOM 4 SEE PAGE 6-005 FOR ALL OTHER FRAMING 21 VERTICAL CONDUIT WITHIN PLUMBING WALL: ELEMENTS AROUND DOORS, U.O.N. PROVIDE 5"4) VERTICAL TO 2ND FLOOR FLOOR SYSTEM 436 S.F. A A AGGESSIBLE ENTRAGE WITHIN WALL TO ALLOW FOR FUTURE CONSTRUGTIOIN 4 1• ACCESSIBLE DOORWAY AS PER IGG AI17.1,CHAPTER 4, GOLD ROOM INSULATION: INGLUDIN6 THE FOLLOWING SECTIONS IN PARTICULAR: 22 INSULATE GOLD ROOM WALLS 4 CEILING w/ 4" THK. I.I. DOORS w/LATCHES MUST COMPLY w/404.2.6 PERMACORE POLY-I50 PANELS. 1.2.DOORS w/CLOSERS MUST COMPLY w/404.2.7 - FASTEN TO METAL CHANNELS/BATTENS/AN&LLE5 4 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HE16HT. PROVIDE TAPING 4 CAULKING PER MANU. SPEC.'S ® I WINDOW NOTE: - INSTALL ALL PER MANU. SPEC.'S. O5 I. ALL NEW WINDOW5 4 DOORS SHALL BE "ANDERSEN" 23 EXTERIOR STAIR FOUNDATION: CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). - 8" THK. P. GONG. WALL BENEATH P.T. 5TRINOER IBEARIN6 5 INSTALL AS PER MANU. SPEC.'S. POINT, EXTENDING 3'-0" MIN. BELOW &RAVE. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - PROVIDE 4" THK. x 24" LONG (MIN) P. GONG. PAID SEE DE516NATIONS 4 WINDOW SCHEDULE. ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH LINE OF ROOF A A 5.FOR SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS OF STAIRS. AND DOORS ON PAGE 67-002. AS PER DETAIL 2/A-20a. OVERHANG (ABOVE) 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 24 EXTERIOR STAIR FOUNDATION: S. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - Wp. P.T. BM. (PER PLAN), UPON 22-6" 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: - 6"xb" NOTCHED P.T. POST,UPON a ed. FOR ALL 5KYLIGHT5 4 OPERABLE PANELS OF - SIMP50N ABU66Z P05T BASE, UPON 5WIN&IN6, SLIDING, 4 51FOLD DOORS _ '�O l I6 � P. GONG. PIER BEARING 3-O MIN. BELOW GRADE - � -- 6.2. WITHIN 15" OF F.F. AS PER DETAIL S/A-20a. r ® r 6.5. WITHIN 24" OF A DOOR �n APP, 2 7 ?026 ® ® 6.4. WITHIN 5TAIRWAYS 4 WITHIN 56 OF A LANDING 25 EXTERIOR STAIR FOUNDATION: z b.5. WITHIN TUB/SHOWER ENCLOSURES SOUL t i.;Lu I . z OUTER FACE OF - WD. P.T. BM. (PER PLAN),UPON W 6.6. 5EE ALSO GENERAL NOTES ON PACE 6-005 - 6"xb" NOTCHED P.T. POST, UPON WALL 61RT5 '1. PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND - SIMP50N ABU66Z P05T BASE,UPON g ?��`LNG DCftD OPENIN05 PER SHOP DRAWINGS BY OTHERS. - 12"4> P. GONG. PIER, UPON V PORTABLE FIRE EXTINGUISHER: - "50UARE FOOT" 5F-25 GONG. PAD FTC. BEARING 5'-0" O I. PROVIDE (1) PORTABLE 2A:IOB:C FIRE EXTINGUISHER MIN. BELOW GRADE A A AS PER DETAIL 5/A-20a. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN tI COMPLIANCE w/2025 NY5 BG 1106. MEGH. AREA: m I I m 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS 26 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s LOCATION THAT 15 READILY ACCESSIBLE AND 2.MAINTAIN 5ON50" CLEARANCE IN FRONT OF MEiCHANICAL W AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL UNITS AS PER NY5 MG 506.1 a NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. A A 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES HANGERS 4 BRACKETS OR WITHIN CABINET USED TO REQUIRED PER NYS MG 804. A-207 I HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS 4 E UIPMENT TO EXXIST.IF APPLICABLE, PIPINDISCONNECT, S REE 4 RECONNECT PROJECT: SHALL NOT BE LOCKED. 4. LOCATE BOTTOM OF EXTIN505HER AT LEAST 4" ABOVE TYPICAL MECHANICAL AREA NOTES: FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' I. FOR D. FR. FLOOR - PROVIDE I/2 GONG. BD. fBY ABOVE FLOOR. FOR EXTINGUISHERS WITH GROSS FOR W K" (OR EQUAL) D H C LAND, L LC WE16HT EXCEEDING 40 LBS, LOCATE SO THAT TOP OF m EXTINGUISHER 15 NO MORE THAN 5'-b" ABOVE FLOOR. 2. FOR WD. FR. WA.LL5 - PROVIDE (1) LAYER OF 5/18" • I I ® 5. WHEN 'NEW, INSTALL FURNACE/BOILER AS PER MANU. 51M/CO PORTABLE FIRE EXTINGUISHER: 5PEC.'s AND AS PER NY5 MECH. AND FUEL CAS CODE 1. IN ADDITION TO THE TYPICAL PORTABLE FIRE EXTINGUISHER NOTED ABOVE, A SEPARATE CLASS-K 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT RATED FIRE EXTINOU15HER SHALL BE PROVIDED FOR IT CONFORMS TO NY5 MECH. AND FUEL SAS CODE THE PROTECTION OF COOKING EQUIPMENT PER 2025 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 4180 NEW SUFFOLK AVE NY5 BG a06.4. FRESH AIR INTAKE FROM EXTERIOR `9 2. REQUIREMENTS #2 - #4 NOTED FOR TYPICAL PORTABLE 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTIRICAL MATTITUCK, NY 11952 FIRE EXTINGUISHER SHALL APPLY EMER6ENCY SHUT OFF SWITCH 7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH ® NEW PLUMBING FIXTURES: 5. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CLEARANCES AS PER GORE DRAWING TITLE: SEE ALSO PLUMBING 6ENERAL NOTES ON PAGE 6-002. a. PROVIDE 5" FLOOR DRAIN IF REQ'V BY EQUIPMENT 4 ACCESSIBLE PLUMBING ELEMENT CONNECT TO SANITARY SYSTEM AS PER NY5 POLE BARN: PLUMBING GORE O ALL NEW ACCE551BLE PLUM5IN6 ELEMENTS 4 FACILITIES IO.APPLIANCE5 JOINED THROUGH A COMMON NATURAL - FLOOR PLANS TO COMPLY WITH IGG All-1.1 CHAPTERS 5 4 6. SEE ALSO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL - DOOR + WINDOW SCHEDULES A STORRAGE ® STANDARD DETAILS ON PAGE A-20a. SECTIONS OF 2020 NY5 RC 62421. b7 Alf, CONDENSERS + HEAT PUMP: 5i S.F. O I-HR FIRE RESISTANT CEILING/FLOOR UNDERSIDE. - MINI SPLIT SCHEDULE • PROVIDE (2) LAYERS OF 5/5" THK. "DEN55LA55" FIRE 27 5 I 8 RATED SHEATHING BY GEOR6IA PACIFIC" (OR EQUAL) I. PROVIDE (5) AIR CONDITIONING 4 HEAT PUMP SYSTEMS • JOIN PANELS AS PER MANU. SPECS (ASTM E 15(o) BY MITSUBISHI (OR APPROVED EQUALS). ) 2.SYSTEMS SHALL BE MULTI-ZONE AS REQ.'D 0 [RATING AS PER 2025 NYSBC TABLE 722.6.2(I)] 5.CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR PAGE: A PROVIDE FIRE RATED SEALANT ® ALL 5EAM5 BY 115M" SYSTEM MANUFACTURER PRIOR TO INSTALLATION in (OR EQUAL) 4.INSTALL AS PER MANUFACTURER SPECS. FASTEN AS PER MANU 5PEG.'5 5. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND A-203mOO 6 I INSTALL ALL AS PER MANU SPE0.'5 SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING 0 FINISH w/EXTERIOR PAINT AT OPEN PORCH CEILIN65 SUFFICIENT TO ACCOMMODATE &ROSS WEIGHT OF 0 CONDENSER. I-HR.FIRE RATED INTERIOR WALL CONSTRUCTION: 6.ALWAYS LOCATE CONDENSERS 10' MIN. FROM ANY SAS p` 4 h O CONSTRUCT WALLS PER UL DE51SN NO. U425 IN APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS CONFORMANCE w/UL 265 STANDARDS WHENEVER POSSIBLE. DATE: 03/30/26 9 OF 17 1. PROVIDE (1) J" THK. "DENSCLA55" FIRE RATED DUCTLESS MINI-SPLIT A/C 4 HEATER: I. NEW MITSUBISHI DUCTLESS MINI-SPLIT AIR CONDITIONER 4 n1 2O2 2. WHENTWALLOCONTAINS OPEN�G,N,FIRE-RATED 8 HEATER (OR APPROVED EQUAL..). STRUCTURAL DESIGN BY BUILDING MANUFACTURER ® ® go CONSTRUCTION SHALL INCLUDE HEADER,WALL-SPACE 2. INSTALL AS PER MANU. SPEC.'S STRUCTURAL DRAWINGS BY BUILDING MANUFACTURER 5HALL ABOVE OPENING, 4 POSTS. B. MINI-SPLITS SHALL BE SERVED BY GONDENSER/�HEAT DEFINE ALL STRUCTURAL COMPONENTS, ASIDE FROM THAT 5. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR PUMP SYSTEMS, NOTED SEPARATELY. EQ) AT ALL PENETRATIONS IN FIRE RATED WALLS. 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZING. , r. OF THE EXTERIOR STAIRS, INGLUDIN6: 5. CONFIRM SYSTEM 51ZIN6 w/MECHANICAL INSTALLER OR STRUCTURAL FRAMING PRODUCT CONFORMS TO ASTM E 514,A5TM E 54, 4 UL 4 10'-4y2" 3'-O" 10'-4y2" 147a. SYSTEM MANUFACTURER PRIOR TD INSTALLATION - FASTENER FICATI NS/S WALL ASSEMBLIES 4. WALL SHALL EXTEND FROM TOP OF 2ND FLOOR 6. CONFIRM FINAL MINI-SPLIT LOCATIONS w/OWNEIR FASTENER SPEGIFIGATIONS/SGHEDIJLES - ASSEMBLY TO THE UNDERSIDE OF ROOF SHEATHING FOUNDATION DESIGN DOWN (22 RI ® i 6- " �, O WATER HEATER MINI-SPLIT SCHEDULE (2 0) Tr ® I" tt TURNING SPACE: 2a NEW RHEEM 100 SAL. LIQUID PROPANE WATER HEATER (OR STRUCTURAL DESIGN OF BUILDING SUPERSTRUCTURE AND IO 60"(P (MIN) OR T-SHAPED TURNING SPACE IN COMPLIANCE APPROVED EQUAL). FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. 5 w/ IGG AWN,SECTION 504. I. VENT THROUGH WALL WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIRED FIRST FLOOR SECOND FLOOR SMOKE DETECTOR / GO DETECTOR NOTES: 2•F.A.I. THROUGH WALL. e BEARING LOCATIONS, ORIENTATION, AND SPAN OF MINIMUM A6RIGULT. MEETING/ II I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5.INSTALL PER MANU. SPEC.'S STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD CAPACITY PROGESSIN6 MECH. ROOM LECTURE OFFICE �` S-O 13-a' 4-6 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 4.CONFIRM DESIRED TANK CAPACITY w/OWNER " .4 ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THESE COMPONENTS. REQ.'D (BTU) AREA ROOM I I FLAN }� I BARN HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. .. t. HEATING 20,000 22,000 24po0 bpoo SEGO I E7) FLOOR FL..A �l �' POLE BAR `� 2.SMOKE /GO DETECTORS F MAINTAIN 3' MIN. z, HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SOIL BEARING CAPACITY NOTE: 1 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL COOLING 10,000 Ilpoo 12,000 5,000 1 50ALE: 114" = 1'-0" B.INSTALL ALL AS PER MANU. SPEC.'s BEARING CAPACITY OF 1.0 TON/S.F. L 4.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH 2O25 NYS BG a15 4 LOCAL CODE i GENERAL 5�'tvf5Ol_rULIE BARN - �l EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a. WOOD FRAME (L.G. STL. Q -� EXISTIN6 TO REMAIN WHEN APPLICABLE) O LLII h---� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LW 5TL. WHEN APPLICABLE) _j (m MIN. (2) 2"x4" STRUCTURAL Q +-+ (v NEW I-HR FIRE RATED ® P05T FOR 4" WALLS 0 •c Ln WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" 5TRUGTURAL O 0 WHEN APPLICABLE) P05T FOR 6" WALL5), U.O.N. _C = 0 NEW 2-HR FIRE RATED +-+ cy- >: C9 WOOD FRAME (L.G. STL. NEW 2"xb" PLUMBING WALL p N z OO WHEN APPLICABLE) p. •� � d. 2 X N S FLOOR PLAN NOTES 0 0 m Z � Q CONCRETE APRON NEW GUTTER Q N Q CO � O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 12 SEE SPECIFICATIONS AT ELEVATION NOTES 0 a Q SMOOTHLY FROM SLAB EL. TO GRADE VERIFY UTTER SIZE w/ROOFING CONTRACTOR 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO 13 NEW 4"x3" ALUM. DOWNSPOUT (TYP.): TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 VERIFY REQ.'D DOWNSPOUT 51ZE w/ROOFING CONTRACTOR (29b SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RE515TANT SURFACE 14 GUTTER HIGH POINT (TY'P.) ® NEW REINFORCED P. GONG. SLAB (® INTERIORS) I. NEW 6" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON ELECTRICAL ELECTRICAL PANEL: 2. 6 MIL POLY VAPOR BARRIER UPON I5 - ELE AMP ANTOERIPANEL LEGATION r� � - - _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� _ _ _ _ _ _ � 3. 4" (MIN) GRAVEL BASE ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO 13 L J 13 _ - - - - - - �L J 13 4• PROVIDE TURN-DOWN HAUNCH AT BLDG. PERIMETER, CONFIRM SUFFICIENT PANEL SIZE 13 POURED MONOLITHICALLY w/ SLAB (SEE SECTION d - ALL INSTALLATION AS PER NY5 ELECTRICAL CODE BUILDING MANUFACTURER DOCUMENTS) 16 FREEZE PROOF HOSE BIB: U NEW REINFORCED P. GONG. SLAB (6 EXTERIORS) - PRECISE LOCATION T.B.D. IN FIELD - CONSULT W OWNER) I. NEW 6" THK. P. GONG. SLAB w/ 6"x6"-10/10 W.W.M. UPON NEW EXHAUST FAN SHALL BE 2.12 4:12 INHERE (D 4:12 II 2:12 II 2. 4" (MIN) GRAVEL BASE I"I VENTILATION 15 NOT MET BY MEANS O INSTALLED NATURAL (TO VERIFY) (TO VERIFY) (TO VERIFY) (TO VERIFY) O 4-J W 11 STAIR Q RAILING (AGGESSIBLE STAIRWAY) NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO O ALL STAIRWAYS SHALL SERVE AS ACCESSIBLE MEANS OF OUTDOOR SPACES AS PER NYS MECH. CODE SECTION • EGRESS, PER 2025 NYS BG CHAPTERS 10 4 II. 403.3.2.3; INSTALL AS PER MANU. SPECS I. ALL NEW STAIRS SHALL HAVE MAX.'1" RI d MIN. II" Tr - NEW ATTIC AGGE55 - PULL DOWN LADDER: RISERS SHALL BE CLOSED Ig 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2.1. PIN. 550 L55 CAPACITY ROVIDE UNIT BY FAKRO' MODEL#86gig5 LWB INSULATED v NOT EXCEED THE SMALLEST BY MORE THAN I". ATTIC LADDER;OR APPROVED EQUAL i.._ 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5".. _ 4. STAIRS SHALL HAVE A CLEAR WIDTH OF 45" MIN. 2.2. GEI N6 HE16HTMIN. 8 O";MAX. 1E'-4" 5. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF 3.ENSURE SIZED TO FIT MEGH. EQUIP. ROOF TRU5 G < ' ^ r 4.COORDINATE PLACEMENT BETWEEN ROOF TRUS!5E5 ` (�J LJ EACH FLIC7HT OF STAIRS, AND WHERE 5HONN ON 6. URR ADAILS SHALL BE PROVIDED OR OPEN-SIDED,NS PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS. ^ ` 5 WEATHERSTRIP AGGE55 OPENING 6 PROVIDE R-4q w WALKING SURFACES LOCATED MORE THAN 50" ABOVE INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR Q r� FINISHED FLOOR OR GRADE, E WHERE SHOWN ON PLANS. RETAINER TO PREVENT INSULATION FROM ENTERING II I II LJ T 36 H16H GUARDRAIL k SPINDLE SPACING NOT TO DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 ALLOW PA55A6E OF A 4" 0 SPHERE;36" HIGH (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE HANDRAIL. THERMAL ENVELOPE OF BUILDING). 5. 6RIPPABLE RAIL AS PER CODE. 6.INSTALL AS PER MANU. SPEG.'s q. RAILIN6 TO BE WOOD. 1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. DOOR NOTE: SEPTIC SYSTEM HOUSE CONNECTION: OI. NOTE DOES NOT NECESSARILY INDICATE EACH NEW Iq I. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION 12 12 I I I 12 12 DOOR;SEE DF-516NATIONS � DOOR 5GHEDULE. 2. SEE 50DHS APPROVED PLANS UNDER REFERENCE NO. 2.PLACE DOORS 4 MIN. FROM PERPENDICULAR _ DATED 00/00/00. WALLS, U.O.N. 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" 3.INSTALL AS PER MANU SPEC.'S LINE OF INTERIOR MINIMUM FROM BUILDING FOUNDATION WALL. FACE OF INTERIOR 4.FOR EXTERIOR DOORS, PROVIDE STRUCTURAL WALL FIN15H (BELOW) FRAMING ELEMENTS AROUND OPENINGS PER SHOP INTERIOR PLUMBING WALL: DRAWIN65 BY OTHERS. FRAME INTERIOR PLUMBING WALL w/ 2"x6" STUDS ® 16" O.G. 5. FOR INTERIOR DOORS, PROVIDE MIN. (2) 2 xl0" HDR LJ OUTER FACE OF s SEE PAGE &-003 FOR ALL OTHER FRAMING VERTICAL CONDUIT WITHIN PLUMBING WALL: WALL/ROOF TERUSS I I ELEMENTS AROUND DOORS, U.O.N. 21 PROVIDE 3"m VERTICAL TO 2ND FLOOR FLOOR SYSTEM SUPPORT (B ACCESSIBLE ENTRAGE WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION I. ACCESSIBLE DOORWAY AS PER IGG All-I.I,CHAPTER 4, GOLD ROOM INSULATION: LINE OF EXTERIOR LJ INGLUDIN6 THE FOLLOWIN6 SECTIONS IN PARTICULAR: 22 INSULATE GOLD ROOM WALLS $ CEILING w/ 4" THK. SIDING (BELOK) II 1 I.I. DOORS w/LATCHES MUST COMPLY w/404.2.6 PERMAGORE POLY-I50 PANELS. 1.2.DOORS w/CLOSERS MUST COMPLY w/404.2.1 - FASTEN TO METAL CHANNELS/BATTENS/ANOLES 8 2. DOOR THRE5HOLD5 SHALL BE 1/2" MAX. IN HEIGHT. PROVIDE TAPING a CAULKING PER MANU. SPEC.'S III WINDOW NOTE: - INSTALL ALL PER MANU. SPEC.'S. O „ EXTERIOR STAIR FOUNDATION:I CASEMENT,IDOUBLE-HUDNG,OR GLIDING (AS NOTED). 23 - 8" THK. P. GONG. WALL BENEATH P.T. STRINGER BEARING INSTALL AS PER MANU. SPEC.'S. POINT, EXTENDING 5'-0" MIN. BELOW GRADE. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - PROVIDE 4 THK. x 24 LONG (MIN) P. GONG. PAD SEE DESIGNATIONS $ WINDOW SCHEDULE. ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS OF STAIRS. AS ER DETAIL 2/A-20q. AND DOORS ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 24 EXTERIOR STAIR FOUNDATION: 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - WD. P.T. BM. (PER PLAN), UPON _ _ _ _ _ _ _ _ _ _ _ _ I I I 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF - 6 xb NOTCHED P.T. POST, UPON o _, r J I I - SIMP50N ABU66Z P05T BASE,UPON r I��,' r - - - - - - - - - - - - - - - - - - - - t� 5 DING, SLIDING, O D DOORS - - - - 6.2. WITHIN IS" OF F.F. - P P. GONG. PIER BEARING 3'-O" MIN. BELOW GRADE 14 14 - - - - - - - - - - - - - - - - II 14 14 6.5. WITHIN 24" OF A DOOR AS PER DETAIL 3/A-20q. R 2 lU 31 r, 6.4. WITHIN STAIRWAYS 6 WITHIN 56" OF A LANDING EXTERIOR STAIR FOUNDATION: U II II II L J 6.5. WITHIN TUB/SHOWER ENCLOSURES 25 - WD. P.T. BM. (PER PLAN), UPON w SOtITHOLL 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-003 - 6"xb" NOTCHED P.T. POST, UPON L P NNING 0,-.:.,. OPE N65 PER SHOP DRAW N1NO ELEMENTS 65 BY OTHERS.ROUND _ 12'mPSON P. GO BUbC. PIER,�POBASE, UPON 0 I - "SQUARE FOOT" 5F-28 GONG. PAD FT6. BEARING V-O"PORTABLE FIRE EXTINGUISHER: U II II O I. PROVIDE (1) PORTABLE 2A:I05:C FIRE EXTINGUISHER MIN. BELOW GRADE I I ' (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN AS PER DETAIL 3/A-20q. COMPLIANCE w/2025 NY5 BC 1106. MECH. AREA: I. 2 LOCATTIION THAT 15ISHER LREADILY ACCESSIBLE AND L BE LOCATED IN A CONSPICUOUS 26 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEC.'s w II I II; AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL 2.MAINTAIN 30 x30 CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NYS MG 506.1NOT BE Q 3. INSTALL PER MANU. S UCTED OR OBSCURE ON SUPPLIED FROM VIEW. 3•MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 804. HANOER5 $ BRACKETS OR WITHIN CABINET USED TO A-20"1 4.IF APPLICABLE, DISCONNECT,REROUTE, a RECONNECT HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS [ I-I SHALL NOT BE LOOKED. EQUIPMENT TO EXIST. PIPING AS REQ.D. PROJECT: II I 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4 ABOVE TYPICAL MEGHANIGAL AREA NOTE5: FLOOR AND OFABOVE FLOOR.PFOREXTINOUI EXTINOUSSH RS W TH GROSS 5HER NO MORE 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD., BY D H C LAND LLC L-i WE16HT EXCEEDING 40 LES, LOCATE SO THAT TOP OF "DUROGK" (OR EQUAL) 1 EXTINUI5HER 15 NO MORE THAN 3'-6" ABOVE FLOOR. 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5 e0 TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) PORTABLE FIRE EXTINGUISHER: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. ® I. IN ADDITION TO THE TYPICAL PORTABLE FIRE SPEG.'s AND AS PER NY5 MECH. AND FUEL 6A5 CODE EXTINGUISHER NOTED ABOVE, A SEPARATE CLA55-K 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT RATED FIRE EXTINGUl5HER SHALL BE PROVIDED FOR IT CONFORMS TO NYE? MECH. AND FUEL GAS CC ME THE PROTECTION OF COOKING EQUIPMENT PER 2025 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE 4180 NEW SUFFOLK AVE 12 12 NY5 BG g06.4. FRESH AIR INTAKE FROM EXTERIOR 12 12 I I I 2. REQUIREMENTS #2 - #4 NOTED FOR TYPICAL PORTABLE 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL MATTITUCK, NY 11952 1'-0" ROOF FIRE EXTINGUISHER SHALL APPLY 1• FOR OENCHUTSERVICE,OFF SWITCH O.H. (TYP) DE 6A5 SHUT OFF SWITCH NEW PLUMBING FIXTURES; 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CLEARANCES AS PER CODE DRAWING TITLE: III I I I I SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT a ACCESSIBLE PLUMBING ELEMENT CONNECT TO SANITARY SYSTEM AS PER NY5 POLE BARN: J I I PLUMBING, CODE ALL NEW ACCESSIBLE PLUM"IA BING ELEMENTS E FACILITIES - FLOOR PLANS 10.DRAFT VENTIN6I SYSTEMS ALL COMPLY WITH ALL L TO COMPLY WITH IGG AII'1.1 CHAPTERS 3 E 6. SEE ALSO STANDARD DETAILS ON PAGE A-2041. SECTIONS OF 2020 NYS RC 52421. [] a I-HR FIRE RESISTANT CEILING/FLOOR UNDERSIDE: A/C CONDENSERS + HEAT PUMP:PROVIDE (2) LAYERS OF 5/8" THK. "DENS6LA55" FIRE 27 I. PROVIDE (5) AIR CONDITIONING rs: HEAT PUMP SYSTEMS RATED SHEATHING BY GEORSIA PACIFIC" (OR EQUAL) BY MITSUBISHI (OR APPROVED EQUALS). • JOIN PANELS AS PER MANU. SPECS (ASTM E 156) 2.SYSTEMS SHALL BE MULTI-ZONE AS REQ.V [RATING AS PER 2025 NYSBG TABLE'722.6.20A 3. CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR PAGE: 2:12 4:12 4:12 2:12 0 PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" SYSTEM MANUFACTURER PRIOR TO INSTALLATION (TO VERIFY) I (TO VERIFY) (TO VERIFY) I (TO VERIFY) (OR EQUAL) 4.INSTALL AS PER MANUFACTURER 5PE05. FASTEN AS PER MANU SPEC.'S 5. INSTALL UPON LEVEL GROUND $ PROVIDE &ROUND _2 ® . • INSTALL ALL AS PER MANU SPEC.'S SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING FINISH w/EXTERIOR PAINT AT OPEN PORCH CEILIN65 SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF A00 CONDENSER. I-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: 6.ALWAYS LOCATE CONDENSERS IO' MIN. FROM ,ANY 6A5 III I I I Oq CONSTRUCT WALLS PER UL DESIGN NO. U425 IN APPLIANCE,AND AT LEAST V FROM WINDOW5/'DOOR5 CONFORMANCE w/UL 265 STANDARDS WHENEVER POSSIBLE.DUCTLESS MINI-SPLIT A/C 8 HEATER: DATE: 03/30/26 10 OF 17 I'-O" ROOF I I I. PROVIDE (1) THK. DENS6LA55 FIRE RATED O 13 O.H. (TYP) 2. WHENTHINO ON WALL CON ANS OP NTH SIDES �G,FIFIRE-RATED LL. 28 I. NEW MITSUBISHI DUCTLESS HEATER (OR APPROVED EQA MINI-SPLIT AIR CONDITIONER d 5TRUGTURAL DESIGN BY BUILDING MANUFACTURER Ir r'L - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - -� r, CONSTRUCTION SHALL INCLUDE HEADER,WALL-SPACE 2. INSTALL AS PER MANU. SPEC.'S STRUCTURAL DRAWINGS BY BUILDING MANUFACTURER SHALL I3 0 _ - - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- 13 LJ 13 ABOVE OPENING, 4 POSTS. 3. MINI-SPLITS SHALL BE SERVED BY CONDEN5EWHEA7 DEFINE ALL STRUCTURAL COMPONENTS, ASIDE FROM THAT 3. PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR PUMP SYSTEMS, NOTED SEPARATELY. EQ) AT ALL PENETRATIONS IN FIRE RATED WALLS. 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZING. - THE EXTERIOR STAIRS, INGLUDIN6: PRODUCT CONFORMS TO ASTM IFa14,ASTM IF54, $ UL 5. CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR STRUCTURAL FRAMING 14.-1q, SYSTEM MANUFACTURER PRIOR TO INSTALLATION 'c - ROOF/GEILIN6 G W/LOAD-BEARINA.L ASSEMBLIES ' 4. WALL SHALL EXTEND FROM TOP OF 2ND FLOOR 6. CONFIRM FINAL MINI-SPLIT LOCATIONS w/ OWNER - FASTENER SPECIFICATIONS/SCHEDULES ASSEMBLY TO THE UNDERSIDE OF ROOF SHEATHING - FOUNDATION DES16N 2q WATER HEATER TURNING SPACE: O NEW RHEEM 100 GAL. LIQUID PROPANE WATER HEATER (OR STRUCTURAL DEVC7N OF BUILDING SUPERSTRUCTURE AND IO 60"0 (MIN.) OR T-SHAPED TURNING 5FACE IN COMPLIANCE APPROVED EQUAL). FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER, w/ IGG A111.1, SECTION 504. I. VENT THROUGH WALL WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIREL7 SMOKE DETECTOR / CO DETECTOR NOTES 2.F.A.I. THROUGH WALL. , S BEARING LOCATIONS, ORIENTATION, AND SPAN OF STRUCTURAL MEMBERS,THE ARCHITECT OF RECORD 11 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 3.INSTAL PER MANU. SPEC.'S ASSUMES NO RESPONSIBILITY FOR THE: DESIGN OF THESE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 4.CONFIRM DESIRED TANK CAPACITY w/ OWNER COMPONENTS. HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. '"' �' • ' ' ,,�`; �' � OO FI }�IOIE BARN 2.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. j.. I J,.• HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SOIL BEARING CAPACITY NOTE: $ OPENINGS TO BATHROOMS w/SHOWER OR TUB. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL 5GALE: 1/4" = 1'-V 3.INSTALL ALL AS PER MANU. SPEC.'s BEARING CAPACITY OF 1.0 TOWS.F. 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH 2O25 NYS BC q15 4 LOCAL CODE WINDOW CHART - POLE BARN DOOR 5GHEDULE - POLE BARN POLEmm. EiORE55 CLEAR LIGHT VENT PRO\/. PRO\/. DOOR MATERIAL BA, RN ROUGH OPENING WINDOW DIMENSION W ID�PREQND: 20 PER UNIT PER UNIT TAG COUNT TYPE MODEL # TEMP. HEIGHT REQ'D: 24° (5.Fa (S.F.) TAG DESCRIPTION MANUFACTURER p -A N NOTES Q WIDTH HEIGHT WIDTH HEIGHT oP1EN REQ'D: 5.T S.F. WIDTH HEIGHT O < Q ELEVATION NOTES 13 DOUBLE-HUNG Lu TW2104I0 3-O 5-O 2-I I 5-O 5.51 S.F. F I0.45 5.83 J co TYPICAL ROOFING: MECHANICAL UNIT DIRECT VENT: m OI I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. DOUBLE-HUNG FTW210410 3'-O �" 5'-O " 2'-I I " 5'-O �" 5.81 S.F. Q 10.45 5.83 SECOND FLOOR CONSTRUCTION STANDARDS SPEC.'S IN FULL CONFORMANCE w/VENTING L�:]E=� Q +-' N 2. H.O. TO VERIFY FINAL COLOR 6 MATERIAL 5ELEGTIO)N CLEARANCES REQUIRED PER NY5 MG a04. ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. 51FEC.'s. SEE PAGE "0-005" FOR NAILING B 5TR:APPING DETAILS. r •C Lo BEFORE INSTALLATION SEE AL50 NOTE ® FLOOR PLANS. 201 SINGLE SWING THERMATRU 3'-0" SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER ` � •- '� FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER l _ IA STEEL ROOFING PANELS,___ (COLOR) MECHANICAL UNIT FRESH AIR INTAKE: CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS 202 -T SINGLE SWING THERMATRU 3'-O" 6'-8" �� >; �10 INSTALL AS PER MANU. SPEC.'S u O PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. L � r— II BATHROOM EXHAUST FAN VENT: - 205A SINGLE SWING JELD-WEN IE2'-8" 6'-8" ��� a •� I VENT THROUGH WALL OR WITHIN ROOF SOFFIT, As SHOWN. DOOR 5GHEDULE POLE BARN LL���� TYPICAL SIDING: �' X U N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM SEE AL50 NOTE ® PLAN. -- -- 204 SINGLE 5WING JELD-WEN 2'-4" 6'-8" c i CONSTRUCTION STANDARDS1—:205 O 0 4- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELEG'TION DOOR MATERIAL BEFORE INSTALLATION CVj O (u SINGLE SWING JELD-WEN 2'-8" 6'-8" +-� a-' Lf) TAG DESCRIPTION MANUFACTURER NOTES LP 5MART5IDE STRAND SUBSTRATE PANEL 51DING, __� p Q N O (COLOR) WIDTH HEIGHT w 206 --IF SINGLE SWING JELD-WEN Q a 04 - K (COLOR) $ALUMINUM (T�(p��OUTS; FIRST FLOOR n , TYP. _ (COLOR) 5/4" 'AZEK' TRIM (OR EQ.): - W O I. PROVIDE AT ALL CORNERS, DOORS, WINDOWS d 101 SINGLE SWING THERMATRU RAKE5 (4") 2. PROVIDE FULL-LENGTH BAND AT BARN DOORS (W), 102 FOVERHEAD DOOR T.B.D. 8'-O" 8'-0"' CONGEALING HARDWARE 6 TRACK, I J O FREEZE PREGI5EROOF LOCATIHONSE 515:T.BD. IN FIELD - CONSULT W OWWER) 103 OVERHEAD DOOR T.B.D. 8'-O" 8'-O"' T U •- O WOOD FRAME STAIR 8 LANDINGS 104 SINGLE SWING THERMATRU 4'-0" 6'-8"' • �� n , D W A/G CONDENSER ON GONG. PAD OR OTHER 105 OVERHEAD DOOR T.B.D. 8'-O" 8'-O"' M 8 APPROVED GROUND SURFACE (SEE FLOOR F '.T PLAN NOTES) 10b SINGLE 5WING THERMATRU 3'-O" 6'-8"' 101 BARN DOOR T.B.D. 15'-6" 8'-O"' ��� _._....._'__---_ _- -- _ - - U -0 < nV JJ W 411 � 1 � m Tm r71=F1 E El Q� I I � 000 � DOa 105 El 102 ) 101 S T 2 2026 F- SO JHUL lUrvN o Z w P NNING BOAR F71 FE71 -1 F-1 F= El F= F71 F=7 m 9 L F 0 U0 F EL. iL F� 6 EAST ELEVAT 10N (ill O H7 SIDE) 0 SCALE: 1/4" = 1'-0" PROJECT: DHC LAND, LLC II I IA 2 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 DRAWING TITLE: POLE BARN: 3 3A E O OA O O O 5 - ELEVATIONS a l - DOOR + WINDOW SCHEDULES o12 r x PAGE: A-205m00 10 q DATE: 03/30/26 11 OF 17 rFE=:7: 777 =7 7=1 F=7 = 7 105 104 ❑ ❑ ❑ ❑ 12 v,. MIN. 8 6 - NEST ELEVA710N (LEFT SIDE) SCALE: 1/4" = I'-O" FWINDOW CHART — POLE BARN DOOR 5GHEDULE — POLE BARN Em" R N® , ROUGH OPENING WINDOW DIMENSION ECG OPEN NG CLEAR LIGHT VENT r uoPROV. PRO\/. DOOR MATERIAL d TAG COUNT TYPE MODEL # WIIDTH REO'D: 20" TEMP PER UNIT PER UNIT HEIGHT REQ'D: 24" (S.F) (S.F) TAG DESCRIPTION MANUFACTURER p J Ul NOTES Q WIDTH HEIGHT WIDTH HEIGHT OPEN RE0'D: 5.1 S.F. WIDTH HEIGHT � 4 0 ELEVATION NOTES � 13 DOUBLE-HUNG TW210410 3-O � 5-O � 2-I I � 5-O � 5.81 S.F. 10.45 5.83 3 � � W Lu TYPICAL ROOFING: MECHANICAL, UNIT DIRECT VENT: J m O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. A T ]E=7�� LE—HUNG TW210410 3'-0 �" 5'—O 2'—I I 5'-0 g" 5.81 S.F. Q 10.45 5.83J SECOND FLOOR CONSTRUCTION STANDARDS SPEG.S IN FULL CONFORMANCE w/VENTING Q N 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION CLEARANCES REQUIRED PER NYS MG Soo. ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. 5EE PAGE "0-003" FOR NAILING 4 5TR:APPING DETAILS. C BEFORE INSTALLATION SEE ALSO NOTE ® FLOOR PLANS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 201 SINGLE SWING THERMATRU 3'-O" ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER IA STEEL ROOFING PANELS,___ (COLOR) 1O INSTALLNAS PER MICAL IA URSPEC.ESH SIR INTAKE: ** CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS 202 SINGLE SWING THERMATRU 3'-O" 6'-8" z C9 O PROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. II BATHROOM EXHAUST FAN VENT: 203 SINGLE SWING JELD—WEN L2'-8" 6'-8" •� � U TYPICAL SIDING: VENT THROUGH WALL OR WITHIN ROOF SOFFIT, AS SHOWN. DOOR 5GHEDULE — POLE BARN r SEE ALSO NOTE ® PLAN. �� 0X � N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 204 ::IF SINGLE SWING JELD—WEN 2'-4" 6'-8" I • �� CONSTRUCTION STANDARDS DOOR MATERIAL 1—��I O + ' 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION 0 cu .-- F7:2o 5 SINGLE SWING JELD-WEN 2'-8" 6'-8" • +�-+ 4--' Lo TAG DESCRIPTION MANUFACTURER p -i U1 NOTES OLP SMARTSIDE STRAND SUBSTRATE= PANEL SIDING, ___ p Q Q p. O (COLOR) WIDTH HEIGHT w 206 SINGLE SWING JELD-WEN 2'-8" 3 � � O4 - K (COLOR) $ ALOU7TERUMINUM TMP;OUTS; FIRST FLOOR TYP. ___ (COLOR) 5/4" 'AZEK' TRIM (OR EO.): W O I. PROVIDE AT ALL CORNERS, DOORS, WINDOWS 4 101 —IF—SINGLE SWING THERMATRU 3'—O" RAKES (4") 2. PROVIDE FULL—LENGTH BAND AT BARN DOORS (6"a, CONGEALING HARDWARE $ TRACK 102 OVERHEAD DOOR T.B.D. 8'-O" 8'-O"' T �� —IF— O —F PRECISEREZEROOF LOCATI�ONST.B DIBIN FIELD — CONSULT w/ ONNER) is � .'' 103 OVERHEAD DOOR T.B.D. a,-oil —O 8—O J U • - O WOOD FRAME STAIR 4 LANDINGS 104 51NOLE SWING THERMATRU O"4'- A/C CONDENSER ON GONG. PAD OR OTHER 105 OVERHEAD DOOR T.B.D. 8'-O" APPROVED GROUND SURFACE (SEE FLOOR E�)( PLAN R NOTES) 106 SINGLE SWING THERMATRU 3'-O" b'-8"' �I 101 BARN DOOR T.B.D. L� v � T�1 2 12 41 Q I IA 4 5 [mc 3 3 2 1:2 12 5 —�2 zz T 10"7 c c N PR 7 M/o Z OUfH LU ; LANNI dG BOP11,0 O V w Q SOUTH ELEVATION (FRONT) o SCALE: 1/4" = 1'-0" PROJECT: DHC LAND, LLC 12 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 DRAWING TITLE: POLE BARN: - ELEVATIONS - DOOR + WINDOW SCHEDULES 20I PAGE: 12 F.F. EL. 2� A-206mOO DATE: 03/30/26 12 OF 17 F7. I ij F.F. EL. O O O NORTH ELEVATION (REAR) 5CALE: 1/4" = I'—a" e � ■ PROP. RIDGE HOT. _-_-_-_-_-_-_-_-_-_-___-_-_-_-_-_-_-_-_-_-_ PROP. RIDGE HOT. _ _-_-_---_-- LINE OF RIDGE (AHEAD OF 5ECTION) L u ® ELEV. +48.a'----- - I ELEV. +46.a'----- - - -N Li - - - 4 12 I Q ROOF O.H. Lu B I LD I NIO 5EGTI ON NOTE5 ROOF O.H. J U cu ROOFING NOTE (TYP.): O SLAB CONSTRUCTION (TYP.): M 0ROOF A55EMBLY AS PER BUILDING MANUFACTURER. INTERIOR P. GONG. REINFORCED SLAB w/TURN-DOWN Q LN GENERALLY: HAUNCH, AS PER BUILDING MANUFACTURER. GENERALLY: C 2 2 I. STEEL ROOFING PANELS, UPON I. TREATED SILL PLATES 4 SKIRT BOARDS AT PROVIDE LEDGER BD. ® C 2. WOOD PURLIN5,UPON PERIMETER OF SLAB. EXTERIOR STAIRS PER = O 3. WOOD ROOF/CEILING TRUSSES, UPON 2. SILL PLATES ANCHOR BOLTED TO SLAB. DETAIL I/A-20q. 2x GIRT MAY '4-1 >: CO 4. WOOD ROOF TRU55 SUPPORTS 3. SLAB LOCATED 6" ABOVE EXTERIOR GRADE # 4" q -1 BE INCREASED AS REQ.'D TO 4 L- z O ABOVE EXTERIOR 5LA55 SERVE AS LEDGER BD., U.O.N. ry O O N SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT _ STORAGE i BY BUILDING MANU. HALLWAY a' °(>3 It SPECIFICATIONS 8 INSTALLATION R:EQUIREMENT5. SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT t" i- � U �- SPECIFICATIONS INSTALLATION REQUIREMENTS. m m 2: X � CV O CEILING CONSTRUCTION (TYP.): ADDITIONALLY: in m O O O 4-0 1 • NEW ROOF/GEILIN6 TRUSSES (BY' OTHERS) AS NOTED ry ry p m a-' • " THK. GYPSUM SD. GEILIN6 - PROVIDE 6"x&"-IOx10 W.W.M BETWEEN CENTER 8 • R-41 BATT INSULATION UPON GEILIN6 DIAPHRAGM UPPER j OF SLAB;SECURE IN PLACE DURING POUR PROP, 2ND FL. I 3 PROP. 2ND FL. 3 O 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES, - MIN. 6" THK. P. GONG. SLAB FINISHED FLOOR _ ________________ ____ ___ _ FINISHED FLOOR _ _____-- - EXTERIOR WALL CONSTRUCTION TYP. : - PLACE SLAB UPON 6 MIL POLY MOISTURE RETARDED �' ELEV. +36A' 12 ELEV. +36A O3 WALL A55EMBLY AS PER BUILDING MANUFACTURER. w/4" MIN. GRAVEL BASE. GLEAN COMPACTED FILL TT 2�- SHALL BE PROVIDED BELOW GRAVEL. GENERALLY: - I PROVIDE R-10 RIGID INSULATION (2" THK) EXTENDING Al I. HOUSE MEMBRANE d SUBSTRATE PANEL SIDING,UPON FROM TOP OF SLAB TO 3'-O" MIN. BELOW GRADE n , __.. W 2. WOOD 61RT5, UPON O TRENCH FOOTING: 3. LAMINATED POSTS RUNNING CONTINUOUS FROM P. GONG. TRENCH FOOTING AS PER BUILDING MANU. SPEC.'S 5 q 5 5 L FOOTING TO ROOF TRUSS SUPPORTS,w/ 4. INTERIOR WOOD 61RT5 OR STUD WALL INFILL (PER O PAD FOOTING: BUILDING MANUFACTURER DO(:,UMENT5) P. GONG. PAD FOOTING AS PER BUILDING MANU. 5PEG.'S SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT O GOLD ROOM INSULATION: SPECIFICATIONS d INSTALLATION REQUIREMENTS. INSULATE GOLD ROOM WALLS d GEILIN6 w/4" THK. PERMACORE POLY-ISO PANELS. OPEN cV GO D - AGRICULTURAL U ADDITIONALLY, PROVIDE: ry - FASTEN TO METAL GHANNELS/BATTENB/ANGLES d COVERED ROOM � PROCESSING - 4.5" THK. SPRAY FOAM INSULATION (R-31.5 ® R='i1/IN.) PROVIDE TAPING d CAULKING PER MANU. SPEC.'S PORCH 0 -H AREA 'S W - INTERIOR I" THK. GYP BD. WALL FINISH - INSTALL ALL PER MANU. SPEC. . W - ALL NECESSARY TRIM FOR PROPER INSTALLATION DRAWINGS BY BUILDING MANUFACTURER SHALL INCREASE SLAB THICKNESS 4•� - 51DIN6 SHALL EXTEND TO TOP OF INTERIOR 5LAEB PROP. INTERIOR SLAB_ _ AS REQ.'D TO PROVIDE 4:12 PROP. INTERIOR SLAB_ _ • DEFINE ALL STRUCTURAL COMPONENTS, INCLUDING: SLOPE TO TRENCH DRAIN OFLOOR CONSTRUCTION (TYP.). - STRUCTURAL FRAMING ELEV. +24.3' ELEV. +24.3' FLOOR A55EMBLY AS PER BUILDING MANUFACTURER. - ROOF/GEILIN6/LOAD-BEARING WALL ASSEMBLIES . 6 GENERALLY: - FASTENER SPECIFICATIONS/SCHEDULES 11 FOUNDATION DESIGN -- ----'4 1. T4 6 WOOD 5UBFLOOR PANELS, UPON AVERAGE GRADE 4" _ AVERAG GRADE 2. WOOD FLOOR TRUSSES, UPON --------- - - - COORDINATE SLAB STEP w/ ELEV. +23.6 GOLD ROOM INSULATION PANELS; ELEV. +23.6 3. STUD BEARING WALLS w/DBL TOP PLATE ( INSTALL PER MANU. SPEC.'S I'-O z •- SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT - - SPECIFICATIONS d INSTALLATION REQUIREMENTS. I m ADDITIONALLY, PROVIDE: - FINISH FLOORING PER OWNER SELECTION `JJ - 2" THK. SPRAY FOAM INSULATION AT BLD6. PERIMETER RIM JOISTS O5 I-HR FIRE RESISTANT GEILIN6/#-LOOR UNDER51MEi: • PROVIDE (2) LAYERS OF 5/6 DEN56LA55" FIRE RATED 5HEATHIN6 BY 6EOR61A PACIFIC" (OR EQUAL) • JOIN PANELS AS PER MANU. SF'EG5 (A5TM E 13(o) [RATING AS PER 2025 NY55G TABLE "122.6.2(U] • PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY '3M" (OR EQUAL) • FASTEN AS PER MANU SPEC.'S SGTI ON I .. I/ -20�7 SECTION 2-2/A-20� • INSTALL ALL A5 PER MANU SPf=G.'S • FINISH w/EXTERIOR PAINT AT OPEN PORCH CEILINGS SCALE: 1/4" = I'-C" SCALE: 1/4" = P-0" NSUL_A711ON I$ FENESTRATION REOU I REMEENTS COMPONENT PROPOSED D>ESI ON CODE FRESCRI FTI VE VALUE $ GOMFL I ES VALUE CITATION (PER 2020 NYSECCC) FENESTRATION U-VALUE U-VAL_UE = 0.25 MAX. U-VALUE = 0.21 (VERTICAL FENESTRATION) AIR LEAKAGE = 0.50 CFM/5F MAX. AIR LEAKAGE = 0.50 GFM/SF YES PER R402.5.3 8 TABLE R402.1.2 - CLIMATE ZONE 4 GEILIN6 R-VALUE R-4Q BATT INSULATION MIN. R-VALUE = 4q YES PER TABLE R402.1.3 - CLIMATE ZONE 4 MIN. R-VALUE = 50 (CAVITY), OR EXTERIOR (2"xb") WOOD R-31 > SPRAY FOAM CAVITY' 20 (CAVITY) + 10 (CONTINUOUS), OR �, y FRAME WALL R-VALUE INSULATION (4.5" THICK i® R-VINGH) 13 (CAVITY) + 20 (CONTINUOUS), OR YES APRR 20 (CONTINUOUS) SOUT '�ULu ;1- PER TABLE R402.1.3 - CLIMATE ZONE 4 • Z PLAN ING E.AR0 __j R-10 RIGID INSULATION (2" THK.) MIN R-VALUE = 10 (CONTINUOUS) UNHEATED SLAB EXTENDING 3' MIN. BELOW GRADE MIN. DEPTH = 4' OR FRO57 DEPTH YE5 O R-VALUE ✓ DEPTH (FR05T DEPTH) PER TABLE R402.1.2 - CLIMATE ZONE 4 COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROF:E5510NAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 NY5 ENERGY GON5ERVA7I0N CONSTRUCTION CODE USING CHAPTER 4 [RE]. u.i Q 0 4" FRESH AIR VENT THROUGH ROOF I PROJECT: I I DHC LAND, LLC Q I Q Q I NOTE: I ALL PLUMBING WORK I SHALL CONFORM TO BATHROOM #2 LOCAL PLUMBING CODE .---I BATHROOM #2 80 NEW SUFFOLK AVE LEGEND o MATTITUCK, NY 11952 I p� HOT 2 i I Q f-------P SUPPLY IL IL NOTE• I I FUEL GASALL SWORK POLE BARNTITLE: COLD WATER 3 SHALL TO LOCAL FORM -SECTIONS 1 PROVIDE "ABESGO FF200 FR Q 1 v N v I N v � PLUMBING CODE EXPANDING FOAM" (OR EQUAL) N �I Iv W.G. � FUEL GAS - ENERGY TABLE :: 1 AT ALL PENETRATIONS IN FIRE I PROVIDE "ABESGO FP200 FR _ - RISER DIAGRAMS FLOORSI- I I RATED WALLS AND iv l I N m „ EXPANDING FOAM (OR EQUAL) I CONFOR/CEILIN68. PRODUCT -1 AT ALL PENETRATIONS IN FIRE 3" CONFORMS TO ASTM E 614, I I j I..IPINO PENETRATIONS: FL "ABESGO FF200 FIRL 1 A5TM E 54, AND UL 14-fq OORS/G AND I PROVIDE EILNO5 PRODUCT -T------ -----------•T--------J CONFORMS TO ASTM E 814, EXPANDING FOAM„ (OR EQUAL) � ----- r------•---------T AT ALL PENETRATIONS AT HALLSPAGE: 1 I _.._.._.I,.._.._.._I., .._.._.._..._.._.._..-..-.. ..r.._..-..�..-.._..T.._.._.._.._.._. ASTM E 54, AND UL 14'Iq AND FLOORS/CEILINGS. OPEN GOLD ROOM AGRICULTURAL I I I I I I PROGESSbING I PROCESSING AREA BATHROOM #I I I I RM. I j I PROCESSING 2.PRODUCT CONFORMS TO ASTM E 1 MECH. 1 �IEGH AGRICULTURAL 614, ASTM E 64, AND UL 14'iq _ __ �- A-207mOO COVERED SOT I I I AREA I I ROOM j ROOM PORCH 2 ALL PLUMBING WORK I j l i I j I I I I �4` ---I- r - SHALL CONFORM TO I I I I 1 I r I I LOCAL PLUMBING CODE Rr I I I I I I 1 I I I w I MANU. SPEC.'S o i-----i-- i I I OI 1I ICI I� *I I i SIZE PER I 1 I =1 U $1 v T_I U ry1 1v I DATE: 03/30/26 13 OF 17 1 1 1 1 1 31 ivI Iry ivl Iry ivl Iry �I ._ NN ry j I INTERIOR SHUT-OFF R I :: I I 2111 1 �I i� �I i� 6a I FOR HOSE 5I5(5) � i 2 i 2 12 I 2"1 � b4i �j b4i � ILL GAS SUPPLY 1 I I PROVIDE FRESH NEW FREEZE-PROOF HOSE FLOOR TRENCH 71415 j 5I S1 AIR INTAKE : FAST w/VACUUM BREAK; DRAIN; OWNER FLOOR TfRENGH W.C. I U Q FASTENED w/ PIPE 111 GOMMERGIAL RANGEPROPOSED BURIED TO CONFIRM DRAINS; OPWNER TOPROVIDE GLEANWG• I dJ FASTENERS (PRECISE„ I_ I mLOGATION(S) T.S.D. IN FIELD PROPANE FUEL TANKG.OSIZE REO.'D CONFIRMSIIZE REOX) 1- 1- 1 OUTS AS REQ.D G.O. j - CONSULT w/OWNER) �ry 4 TO WATER MAIN ® STREET 4" MIN. BLD6. MAIN DRAIN; 4 P CONFIRM # COOCRDINATE TO SEPTIC SIZE w/APPROVED HEALTH L' DEPARTMENT DOCUMENTS SYSTEM FLUME31 NO R 1 SER - DRAB I N / NASTE/ VEIN FLUMB I NO RISER - SUFFLY OAS RISER - SUPPLY _ SCALE: NTS SCALE: NTS SCALE: NTS i ® EGRESS 4 EMERGENCY DEVICE NOTE5: O E�Iv E A L 5�'� I 5 0 L <E BARN"imb" 0 L I. AUTOMATIC SPRINKLER SYSTEMS ARE NOT REQUIRED I I Elm FOR THE PROPOSED SPACES, 11 NONE OF THE _ NEW PARTIAL HEIGHT CONDITIONSNSSTATE BY NY5 BG g03.2.2. EXIST. EXISTING TO BE DEMOLISHED CL WOOD FRAME (L.G. STL. Q FIRE AND SMOKE PROTECTION FEATURES. 2. FIRE ALARM 4 DETECTION SYSTEMS (INCLUDING WHEN APPLICABLE) I. FIRE-RE515TANCE RATIN65 OF BUILDING ELEMENTS, COMPONENTS, OR ASSEMBLIES AUDIBLE 4 VISIBLE ALARMS) ARE NOT REQUIRED FOR EXISTING TO REMAIN 0 SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROGEDUJRES SET FORTH IN ASTM Ellq THE PROPOSED UNITS, AS NONE OF THE CONDITIONS Lu STATED BY NYS BG g0-1.2.2 EXIST. NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLI OR UL 265, AS PER SECTION -105.2 OF THE 2025 NYS BUILDIIN6 CODE MY5 BC). -AL- STL. WHEN APPLICABLE) -i u 2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENT5 OF SECTION ?05.5 OF 5. EXIT 516NS ARE NOT REQUIRED AS ALL SPACES MIN. (2) 2"X4" STRUCTURAL REQUIRE ONLY ONE EXIT OR EXIT ACCESS, PER NYS 0 Q t (\j THE 2025 NY5 BG. 1015.1 NEW I-HR FIRE RATED P05T FOR 4" WALLS 7qv 5. ALL FIRE-RESISTANCE-RATED 6LAZIN(9 SHALL BE IN ACCORDANCE WITH SECTION -105.4 i ii WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL b7 OF THE 2025 NYS BG. WHEN APPLICABLE) P05T FOR 6" WALL5), U.O.N. O NEW 2-HR FIRE RATED }: r,0 4. ANY ACCESSIBLE CONGEALED AREAS REQUIRING PROTECT z ED OPENIN65 OR ��'��,� , •}'' PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY (IDENTIFIED WITH SIGNS OR WOOD FRAME (L.G. 5TL. NEW 2"x6" PLUMBING WALL / LO N O STENCILING IN THE CONGEALED SPACE PER SECTION 'I05.5 OF THE 2025 NYS BC. / WHEN APPLICABLE) a_ •cc LO , 5. THE FIRE RE515TANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN O � ACCORDANCE WITH 5EGTION5 114 4 '115 OF THE 2025 NY5 BC,, RESPECTIVELY. / O p +�., m 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE 116.1(2) OF THE 2025 NYS BG. -c O 1 N 1. ALL FIRE WINDOW5 SHALL COMPLY WITH TABLE '716.1(5) OF THE 2025 NY5 BC. �® E Q O a 5. FIREBLOCKING AND DRAFT5TOPPING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION '715 OF THE 2025 NYS BC. FIRE'BLOCKING AND DRAFTSTOPPIN6 IS REQUIRED IN I I I I I I E COMBUSTIBLE CONGEALED SPACES, BETWEEN HORIZONTALNERTIGAL SPACES, AND WITHIN N no on on low am Nom ... CEILING 4 FLOOR ASSEMBLIES EXCEEDING 1,000 S.F. I I r W q. PORTABLE FIRE EXTINGUISHERS SHALL. BE INSTALLED IN AiCCORDANCE WITH SECTION q06 OF THE 2025 NYS BC. EXTINOU15HERS SHALL BE 51ZF-D 4 LOCATED IN COMPLIANCE WITH TABLE c106.50) FOR ORDINARY HAZARD OCCUPANCY. MEANS OF EGRESS 4 ACCESSIBILITY I. MEANS OF EGRESS SHALL BE PROVIDED IN FULL COMPLIANCE WITH CHAPTER 10 OF THE 2025 NYS BG, AND SHALL BE MAINTAINED IN ACCORDANCE IWITH THE NY5 FIRE CODE. BATH I ( U 2. DESIGN OCCUPANT LOADS USED TO DETERMINE MEANS OF EGRESS REQUIREMENTS DBATHROOM 1 Ooo 55 S.F. HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2025 NY5 BG. OPEN COVERED I I PORCH � 51 5.f=. 5. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY SHALL HAVE THE: (VEGETABLE WASH ( I 4-j M OCCUPANT LOAD OF SUCH AREA MANNER, AS PER SECTION 1004.q OF THE? NEAR THE 2 25 NY5 BG.IN EXCIT IN A CONSPICUOUS I 4 PACK AREA) ` I O - / • -_ OFF I GE 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT wins, SURFACE AND BE SECURELY ATTACHED. I I X `� U c 5. EXITS SHALL D150HAR6E DIRECTLY TO THE EXTERIOR OF THE BUILDING IN 5TORA5E / (- ACCORDANCE WITH SECTION 1025 OF THE 2025 NYS BC. *** ` I ® `01-05ET I ® 0) 6. MEANS OF E6RE55 DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2025 NY5 BC. 1% 24 S.F. I ` • WITHEANS OF EORES5 1010.2 DOOR OPER NYS E3 AND DOOR HARDWIARE SHALL BE COMPLIANT ® AGRICULTURAL I goGL I JJ`® v PROCE551 NG AREA SEC ` Qm W 8. ILLUMINATION OF THE MEANS OF EGRESS, NOT TO BE LESa THAN I FOOTGANDLE (II LUX) I 402 S.F. =10 nor Von /J� ® I I O I Q AT THE WALKING SURFACE, SHALL BE PROVIDED AT ALL TIM'fE5 THAT A ROOM OR SPACE ��A n 15 OCCUPIED, IN ACCORDANCE WITH SEG'TION 1005 OF THE 2t025 NYS BG. q. THE POWER SUPPLY FOR MEANS OF EGRE55 ILLUMINATION( SHALL BE PROVIDED BY THE PREM15E5'ELECTRICAL SUPPLY, A5 PER SECTION 1005.2.4 OPF THE 2025 NYS 50. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMEROENGY ELECTRkGAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRE55 AREA5 PER 2025 NY5 BC SECTIONS 1005.5 - 1005.5.2, AND SHALL PROVIDE POWER FOR AT LEAST q0 MINUTES USING 5TORA6E I ` BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR. 10. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AIN APPROVED EXIT SIGN I I ` READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL PER 2025 NYS BC SECTION ( ` 1015. EXIT 515N5 SHALL BE PLACED SUCH THAT NO POINT IN AN EXIT CORRIDOR OR EXIT ED ED ED PA55A6EWAY 15 MORE THAN 100 FEET OR THE LISTED VIEWIINO DISTANCE OF THE SION, u tea' u u v�ruuu�l>t y� lX�u �oi�>l v WHICHEVER 15 LESS. MEETING/ II. EXIT 51GN5 SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 2025 NY5 BG ® LECTURE ROOM ` 5ECTION5 1015.5 OR 1015.6, RESPECTIVELY. ILLUMINATION SH,IALL BE PROVIDED AT ALL I 456 S.F. TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN EMERVENCY POWER SYSTEM WHICH PROVIDES CONTINUED ILLUMINATION OF 140T LE55 THAN 110 HINUTES IN CASE OF PRIMARY POWER LOSS, AS PER 2025 NYS Br, SECTION 1015.6.5. 12. A SIGN STATING "EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS, AND BRAILLE AND COMPLYING WITH IGG A111.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND AT THE EXIT D15CHARGE, AS PER 2025 NYS Br, SECTION 1015.4. ® ` 15. RE UN IRE 516NAOE O O ALL ACCESSIBLE E S IBL13C E AND INAGGE55IEBL AREAS MUST COMPLYNITH I OJ MEANS OF EGRE55 TABLE ` OCCUPANT MAX. ROOM/ FUNCTION OF MAXROOM LOAD CUP TRAVEL MAX. �._ _ ._. AREA SPACE 51ZE(5.FJ FACTOR OCCUPANT' DISTANCE ROUTE TRAVEL I ` I �� OW TABLE 10043) (S.F✓000J LOAD ALLOWED DISTANCE (PT) 1�----71 �� i� I G OPEN ® v� pp PROCESS. KITCHENS, I j\ I / ` COVEREt�71 go I ® �� ® z f f1 7 2126 PROCESS. 408 200 3 '15 A 25'-b' AREA COMMERCIAL �\ i PORCH w OUTH LDlo�;id ACCESSORY ` LL p GOLD 5TORA&E AREAS, �5 300 4 TS B 42'-5" / ` ` O ANNI G BOA ID O ROOM MECHANICAL ` V EQUIPMENT ROOM a ACCESSORY U- MECH. STORAGE AREAS, „ ROOM MECHANICAL 4iq 300 2 15 G 32'-8 EQUIPMENT ROOM TOTAL: 41 / `GOLD ROOM VV IL OFFICE BUSINESS AREAS 9I 150 1 '75 D 50'-5" I / ` ® ` ® PROJECT: MROOM EDUCATIONAL I I I D H C LAND, L LC LECTURE (CLASSROOM 436 20(NET) 22 ?5 E 65'-'1" D El p ACCESSORY MECH. ROOM / ` a STORAGE 5TORA&E AREAS, 4-16 5.F. I CLOSET MECHANICAL 21 500 1 '75 F 61-q" OEQUIPMENT ROOM ACCESSORY / STORAGE AREAS, I 4180 NEW SUFFOLK AVE MECHANICAL STORAGE 650 300 5 75 64'-6" EQUIPMENT ROOM 6 MATTITUCK, NY 11952 TOTAL, 29 I / 1-THE DISTANCES PRESENTED GORRE5POND TO SPACES WITH ONE EXIT OP,EXIT ACCESS DOORWAY FOR / ` ` DRAWING TITLE: A TYPE "B" OCCUPANCY WITHOUT AN AUTOMATIC:SPRINKLER SYSTEM, INI ACCORDANCE w/2025 NYS BG TABLES 1006.2.1 4 1011.2. / POLE BARN:COMPLIANCE STATEMENT. / 0 EGRESS FLOOR PLANS TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUD(SMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 NYS BG U51N6 CHAPTER 3 4 CHAPTER 10 5TORAO E CALCULED EGRE55 CAPACIATTY REOV Osc- / I ` PAGE: MAX. ioosa) MINIMU)MNE EGRESS DESIGNED COMPONENT SIZE DE516NATION OCCUPANT EGRE55 EGRESS GAP.PPER PROVIDED COMPLIES? LOAD Q GODS(',INJ (INJ FA TOR CAP. p (I ✓OGG) (IN) / A-208mOO A-DOOR 1 0.2 0.2 32 32 YES B-DOOR 1 0.2 0.2 32 32 YES ` 1 DATE: 03/30/26 14 OF 17 t11 Z G -DOOR 24 0.2 4.5 32 36 YES E-STAIRS f I O U.1 (ACCESSIBLE) 24 0.5 1.2 45 45 YES O F-DOOR 3 0.2 0.6 32 36 YES gg go 6-STAIRS L - - - - - I O - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - (AGGE551BLE)(2) 3 0.3 act 45 48 YES H-DOOR 3 0.2 0.6 32 36 YES G J-DOOR 4 0.2 O.5 32 45 YES I I I 'nono' wo' on' Moll . ., K-POWER OPERATED DOOR 2 0.2 0.4 32 05 YES 6 I y +PI EL®- - -® 1 -POWER-OPERATED DOORS,AS PER 2025 IBC 1010.3.2,MUST BE MANUALLY OPERABLE IN THE EVENT OF A POWER FAILURE WITH NO MORE THAN 50 POUNDS OF FORGE.THE DOOR MUST BE CAPABLE OF OPENING FROM ANY P051TION TO THE FULL WIDTH OF THE OPENING IN WHICH THE DOOR 15 INSTALLED. BUILDING OWNER SHALL ENSURE DOOR MAINTAINS COMPLIANCE w/THESE REQUIREMENTS. I PLAN I �I I PLAN �I 4-ACCESSIBLE STAIRWAY WIDTH PRESENTED 15 MEASURED BETWEEN HANDIRAILS FIRST FLOOR EO RE55 PLA `� POLE BAR( `� O SECOND FLOOR EGRESS PLA `1 POLE BAR( `1 SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" I I a POLIE BARN ACCESS 15LE FL IJI�f51 NO ELE1 TENTS I$ FACILITIES DETAILS (FER I GG All-7 . 1 ( �#HAFTERS 5 1$ C) � 11J LU 'UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* —� m EXTERIOR 5HEATHIN6 Q 4- (V di C Lf) Other fixtures not allowed 36 max r O within this area 42m•tx � 3ginsx � 9t5 SIDING MATERIAL � � .-- i 24 15 1070 24 ir1,n 610 } BUILDING PAPER d HOUSE WRAP , � m Q 610 TO FULLY OVERLAP FLASHING ,L � .— i 24 min 1; EXTERIOR WALL O O CV z O °CO u) Y CAP FOR CL 1 =o rl 610 It, 12 min x DRAINAGE 5/4"xb" COMPOSITE T � U E E Seat height N 305 E N DECKING (U.O.N. ON PLAN/ O 2 x O CV 17-19 g m Section 609.3 N ao 430-485 # a Z FLASHING 5ECTION/DETAIL5) 0 QO I E `t O NO (B 60 min �: .,... .._,....�a...w........,........,..,....,...,.,........«....w. - Q a— FLASHIN6 t-:11-ASHINC7 RIP EDGE P.T. DECK JOIST 1525 OUNTER AS PER PLAN FIG.604.3 FIG.604.4 1070 ' (1) P.T. 2"x TO MATCH DEPTH OF WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar INTERSECTING JOISTS FASTENED w/ (2) SIZE OF CLEARANCE FOR WATER CLOSET (c)Recessed Dispenser 5/5" 0 x 5" LONG HEAVY DUTY CAL. n 1 LAO BOLTS 0 16" O.G. INTO MUD SILL it METAL 6ALV. J015T HANGER W WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. 604.7) RIM BD.;WHEN ® FOUND. WALL FASTEN BY '5IMPSON' (OR EQUAL) w/ (2) 5/5"0 x 5" LONG APPROVED EA. JOIST MASONRY ANCHORS ® 16" O.G. "Z" FLA5HIN6 36min "''J 39-41 915 12 min _ 990-1040 64 min E 24 min 305 4 t 100-120 ter U • 12 max 1370 610 305 1 t/ 42 min 1114-2 2 max 38 1065 32-51 51 v E� E T .1 � V7 O 1 N • � Ln 6 eh rn 09 4 0 i I C0 E L.EI�O ER E3D. DETAIL Mrn m ' � oTi \ YL m o M$ 1 i/ min 3s P�-209.00 SCALE: 3/4" = I'-O" U (a)Circular (b) (e) Noncircular FIG.609.2 FIG.609.3 FIG.606.3 • FIG.60FOR FIG.604.5.2 SIZE OF GRAB BARS HEIGHT OF LAVATORIES AND SINKS SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRIAB BAR FOR WATER CLOSET SPACING OF GRAB BARS P.T. D.J. AS NOTED ON PLANS ^` CRAB BARS PLACEMENT: GRAB BARS SPECIFICATIONS LAVATORY/SINK PLACEMENT w "xb" WIDE P.T. Q DECK BOARDS 5ATHi�001� L�IALL. 5LOGiG I NO PROVIDE 2x BLOGKIN6 BETWEEN STRINGERS TO SUPPORT LANDING DECK BOARDS emirs 12" MIN 12" MIN 205 I I TOILET PAPER 36" M,,AX t i E — — 230 1 P ° :n E'n I 9min I I----J X z X 9 I 230 L----- - I L___________ - -- --- m (A m N1 :25 max 6 max 17-25 m m 635 150 430-635 PROVIDE V-6" GUARDRAILS w/4" MAX. BETWEEN 11 min 280 (a) (b) EDGES OF 1-�" SQUARE BALUSTERS (STYLE TO SELECT). t� (a) (b) Elevation Plan PROVIDE V-O" HIGH HANDRAILS AT STAIRS. —tr - 2" MIN Elevation Plan F 12" MAX FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE I O O O REINFORCED AREAS FOR INSTALLATION OF KNEE 4 TOE CLEARANCES (2) I/2"0 HOT DIPPED CALV. BOLTS GRAB BARS AT WATER GLOSETa EA. POST w/OVERSIZED WASHERS 4 END NUT PRE-BORED INTO BEAM; L SIMPSON 6ALV. HU26-2 ENSURE BOLTS J" MIN. FROM POST EDGE HANGERS FROM STRINGER5 _ \� (TYP. - ALL NOTCHED POSTS) TO SUPPORTING D.J. Q _ �0\,yJ c P.T. DROPPED BM. AS APR 2 7 2026 NOTED ON PLANS SOUTHOLDlU1JPV ,� NOTE: / n --PLANNING BOARD ALL DECKING SHALL BE FASTENED Z W w/ COATED DECKING 50REW5 BY "DECK MATE" (OR EQUAL) P.T. STAIR STRINGERS 2 AS NOTED ON PLANS U " P.T. RISERS;SELECT OR RIP 2" MIN. BOARD HEIGHT AS REQ.'D BY RI5ER HEIGHT P.T. D.J. AS NOTED ON PLANS �"xb" WIDE P.T. �" P.T. DECK BOARDS;SELECT 0 J"x6" WIDE P.T. DECK BOARDS 2�� MIN. OR RIP BOARD WIDTHS AS PROVIDE 2"x8" P.T. DECK BOARDS REQ.'D BY TREAD DEPTH CRO55-13RACING BETWEEN POSTS PROJECT: PROVIDE 2x BLOCKING EBETWEEN 1 51MP50N 6ALV. HU2I0-2 NOSING HANGERS FROM STRINGERS TO D H C LAND, L LC STRINGERS TO SUPPORT I BLOCK BETWEEN / LANDING DECK EBOARD5 (TYP.) SUPPORTING BEAM BRACINO MEMBERS AS REQ.'D '1-4" MIN. THROAT DEPTH; DO NOT OVERNOTGH W 6"x6" P.T. POSTS w/ NOTCHES AT 4180 NEW SUFFOLK AVE P.T. STAIR STRINGERS SUPPORTED BEAMS. NOTCHES SHALL MATTITUCK NY 11952 ?" MAX AS NOTED ON PLANS PROVIDE FULL SEARING TO BEAMS, r RISERS BUT SHALL NOT BE OVER-NOTCHED ]I" MIN. DRAWING TITLE: TREADS POLE BARN: 1 I PROVIDE 2x BLOCKIN6 - DETAILS BETWEEN STRINGERS/D.J. -ACCESSIBLE PLUMBING DETAILS P.T. DROPPED BM. AS P.T. DROPPED BEAMS AS (2) I/2"(P H.D.6. BOLTS o o NOTED ON PLANS NOTED ON PLANS P.T. D.J. AS NOTED ON PLANS w/ NUTS 4 WASHERS / CONNECTING SIMP50N 6ALV. HU26-2 GROSS-MEMBER TO o 0 POST ® EA. SIDE (TYP) PAGE: HANGERS FROM 5TRINOERS o 0 TO SUPPORTING D.J. U PP P.T. POSTS w/NOTCHES AT A-209w00 SUPPORTED BEAMS. NOTCHES SHALL PROVIDE FULL BEARING TO BEAMS, 4' THK. P. GONG. PAD; BUT SHALL NOT BE OVER-NOTCHED PAD WIDTH SHALL 51MPSON 6ALV. AE3IJ66Z 51MPSON 6ALV. ABU66Z SIMPSON CALV. ABU66Z MATCH WIDTH OF STAIRS P.T. STAIR STRINGERS P05T BASES (OR EQUAL); POST BASES (OR EQUAL); POST BASES (OR EQUAL); AS NOTED ON PLANS ENSURE 2" MIN. GONG. ENSURE 2" MIN. GONG. ENSURE 2" MIN. GONG. I COVER ON ALL SIDES COVER ON ALL SIDES COVER ON ALL SIDES GRADE d 2 d 6RA DATE: •a • ' � •ii•° °. � 'ii�° •. � ° ' ii-° d 'ii•° •. � 12"m °SONOTUBE° FILLED •�i1 11•° a DE DA • a II•d 03/30/26 15 OF 17 ° ° : SOLID w/ P GONG. IIII J"� ANCHOR BOLT w/ IS" MIN. °�� •II ' • ° "� ANCHOR BOLT w/ ` ° I I ,11 . 11 d•• • •,d d II II • ° II IIIIj1°• EMBEDMENT DEPTH (TYP) II , " �24" MIN. ° I 15 MIN. EMBEDMENT (MIN. 4,000 P51) 111111 , I ° I5" MIN. EMBEDMENT . II P ANCHOR BOLT w/ II , II ( ) II , .II II , °`I�111 d. to II DEPTH (TYP.) DEPTH TYP. II • d° •• II •, , II II p II II O a II • 2"xb" P.T. BLOCK BETWEEN EA. m z ^ u • d d •• d (2) Iiu11 z ; u • ° s•• u , ° ° u u , #5 BE REBAR u , ° ° SQUARE FOOT SF 8 STRINGER. FASTEN TO P. GONG. •• ' . F- 14"0 "50NOTUBE' ° a (CENTER BETWEEN - F' " " �� , • O 1 d II II z O 14 � 50NOTUBE PAD w/ "x3- " GONG. SCREWS — z d CONCRETE FOOTING , FILLED SOLID • ' d I4"0 "SONOTUBE" ° PARALLEL REBAR IN FTC) II Ir • O FILLED SOLID d ° BY "CALIBURN" (OR EQ) - MIN. w/P. GONG. ° , ° °. FORM FILLED SOLID w/ _ d d (3) SCREWS PER BLOCK O • . • .• d° FILLED SOLID • • • # II II ° w/ P. GONG. ° , (MIN. 4,000 PSI) • w/ P. GONG. I' (3) 5 HOR. REBAR P. GONG. (MIN. 4,000 O-1 (MIN. 4,000 PSI) (MIN. 4p00 PSI) ° UPON (2) #5 HOR REBAR II 11 m FBI); INSTALL PER Q °• (5 TOTAL) COORDINATE MANU. SPECS. , • /=.. ° 8" THK. P. GONG. WALL C ' BENEATH P.T. STRINGERS d• d, .° • ° w/ PLACEMENT OF BENT 11 • REBARII°11 �. •d d • d d •d d ' #4 HOR. REBAR ® TOP d BOTTOM OF WALL ° ` y 9 a • ° •e a .' fin ° 1 d•° •s �,` ,p° . 4" 44 2 EX7ER I OIz STAIR (@ O IzADE) I7ETA I L EXTERIOR STAIR DETAIL. SCALE: 3/4 I -O SCALE: 3/4" = I'-O" GENERAL_ 5`IrM50L <EY : F�A R M mHm 0 U - - EXISTING TO BE DEMOLISHED n- _ B _ _ / � �� _ ---����- WOOD FRAME (L.G. STL. Q EAM PER STRUGTURR _ B PER STRUCTURAL I/1 EXISTING TO REMAIN NHEN APPLICABLE) O BUILDING G ATA POLE BAR N PLANS BY OTHERS PLANS BY OTHERS r NEW WOOD FRAME L.G. NEW FOUNDATION WALL Lu W OCCUPANCY CLASSIFICATION R-3 (SINGLE-FAMILY DWELLING) STL. WHEN APPLICABLE) 'J ca CM CONSTRUCTION CLASSIFICATION V-B MIN. (2) 2"x4" STRUCTURAL Q +_+ (V l/ NEW I-HR FIRE RATED ® POST FOR 4" WALLS O L0 FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4: WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL O 07 WHEN APPLICABLE) P05T FOR b" WALLS), U.O.N. � CONDITIONED OR055 = -O } 0 AREA: AREA NEW 2-HR FIRE RATED +-+ FIRST FLOOR AREA 836 S.fF. Q15 S.F. O O N Oi WOOD FRAME (L.G. STL. NEW 2"xb" PLUMBING WALL z WHEN APPLICABLE) a. 'CD u') d. SECOND FLOOR AREA 664 S.F. 716 5.F. 2 X N AREA TOTALS 1500 S..F. 1631 S.F. ( FLOOR PLAN NOTES o (D Om ;-' 33'-2" SMOKE DETECTOR / GO DETECTOR NOTES: A/C CONDENSERS: O N O co BOILER VENT DRYER VENT O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O I. PROVIDE NEW 2-TON (SERVING ZONE 1) 4 15-TON Q r a O (4' MIN. BELOW O MIN. BELOW - - - - _ - _-_- SMOKE / CARBON MONOXIDE COMBINATION DETECTOR (SERVIN6 ZONE 2) A/C CONDENSER BY "RHEEM" OR MAIN BUILDING REOUIREMENT5 - FARMHOUSE WINDOw5) WINDOWS) - _ - - y T,w - t `.. ;a •.� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. APPROVED EQUAL. (12" MIN. ABOVE _ (12" MIN. ABOVE I J' •' 2.5MOKE / CO DETECTORS TO MAINTAIN 5' MIN. 2.SEE THERMOSTAT FOR ZONE DE516NATION). GRADE) 6RADE) - - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 3.INSTALL AS PER MANUFACTURER SPECS. SOUTHOLD TOWN GODS 280 A 7TAGHMENT 3 3 31'-6" 3 4 OPENIN65 TO BATHROOMS w/ SHOWER OR TUB. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE 6ROUN'D - - - - - - - - LINES OF EXTERIOR 5.PROVIDE SMOKE /CODETECTORS AS INDICATED, AND SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATIN6 - - Q, CRITERIA REQUIRED PROPOSED COMPLIES - - - - - 511:)IN6 4 INTERIOR I PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SUFFICIENT TO ACCOMMODATE GROSS WE16HT OF - _ I WALL FINISH (ABOVE) I - - - - 5. 5MOKELDETE TOR AND CARBON MONOXIDE DETECTOR 5. A�WAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 I � - -- - - - - - - - J MIN. FRONT YARD IN COMPLIANCE WITH 2O25 NYS BG q15 4 LOCAL CODE APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS (PRIMARY) 60.0' 3�a.5' YES ( I PROP. WATER WHENEVER POSSIBLE. �� SUPPLY LINE SEPTIC SYSTEM HOUSE CONNECTION: 70 MIN. FRONT YARD I II b I ; O I. LOCATION OF SEPTIC, SYSTEM BUILDING CONNECTION Oq ELECTRICAL PANEL: 40.0 6&2.8 YES ,II �� i i 2. SEE 5GDH5 APPROVED PLANS UNDER REFERENCE NO. - 200 AMP ELECTRICAL PANEL LOCATION (SECONDARY) P I /�\� I \? I I \ I O I DATED 00/00/00. - ALL INSTALLATION AS PER NYS ELECTRICAL CODE • MIN. SIDE YARD :20.0' 62.5' YES !'--�-- i � I i � 1 BASEMENT I 5. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-O" MINIMUM FROM BUILDING FOUNDATION WALL. INTERIOR UTILITY CHASE (UNCONDITIONED 4 10 PROVIDE UTILITY CHASE IN INDICATED LOCATION FOR W MIN. COMBINED SIDE - --- UNFINISHED) I 1 O FREEZE PROOF HO 1- BIB: PIPING RI5ER 4 DUCTWORK. YARDS 45.0 14�4.4 YES O ( �, q 5M/GD 3 - FASTEN TO FOUND. WALL w/ MASONRY ANCHORS iV I -O� F- � . ` - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) II INTERIOR PLUMBING WALL: ■ MAX. HEIGHT 35.0' 2�.5' E5 FRAME INTERIOR PLUMBING WALL w/2 xb STUDS ® Ib D.G. Y _ _ _ _ _ _ iv LAUNDRY AREA:-T- 6 - O4 1. NEW WA5H / DRY HOOK UP NEW EXHAUST FAN SHALL BE INSTALLED WHERE DROPPED BM. PER STRUGTURAL I DROPPED BM. PER STRUCTURAL I cV 2.PROVIDE HOOK UPS AS REO'S PER MANU. 12 VENTILATION 15 NOT MET BY MEANS OF NATURAL J - J PLANS BY OTHERS L - - J PLANS BY OTHERS CIRCULATION THROUGH WINDOWS OR DOORS TO V ' , I DRYER EXHAUST NOTE: OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION I. DUCT SHALL TERMINATE TO EXTERIOR 405.5.2.5; INSTALL AS PER MANU. SPECS 2.DUCT SHALL TERMINATE MIN. 5'-0" FROM ANY THERMOSTAT: L - - - - - - - - - - - - - - - - - OPENINGS 1'' I. PROVIDE THERMOSTAT FOR 2 ZONES: . - 1 5.DUCT 51ZE AS PER MANU. - ZONE I: FIRST FLOOR - - - - - - - - - - - - - - - I 5. TTRANSITIONLDUCTS SHALL NOT BE CONCEAALED NIITHIN 2. OWNER TO SELECT MODEL; INSTALL AS PER LL W PROP. BURIED 1 I' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO MANUFACTURER SPEC.'S LIQUID PROPANE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO NEW PLUMBING FIXTURES: FUEL LINE I �, m EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 14 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. FLUSH BM. PER RL IN ACCORDANCE WITH UL 2158A. SEE ALSO PLUMBIN6 GENERAL NOTES ON PAGE 6-0102'. STRUCTURAL_BY O OTHERS p FUP 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D _ _ _ _ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS WOOD STOVE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 15 I. PROVIDE WOOD-BURNING STOVE PER OWNER SELECTION EIT\ / - - \ / - - - - - - - - - - - - - - - - - - - - - - - - - DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL 2. CONNECT AS PER MANUFACTURER SPECS. - SCREWS 5. PROVIDE ALL NECESSARY VENTING THROUGH _ _ _ a _ _ _ '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXTERIOR CHASE r _ -- T - -_ - -_ - '1 _ LOCATION TO THE WALL OR ROOF TERMINATION. THE T ..T ,. - - - - - - - - - - - - - FLUE EXTERIOR CHASE: - - - - - - - - - - - - - - - MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° Ib I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR WALL (s - 103 N 103 HT) - INSTT ALL AS II I NOT INCLUDE THE TRANSITION DUCT. PER MANU. SPEG.' - PROVIDE NEW ND. FR. ENCLOSURE w/ I/2" CDX PLYWOOD 4 SIDING AS NOTED - "CHASE OME-CH. AREA: SECURING ® $TD. SIDE WALL" ON PAGE 6-004. 5 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEG.'s 2.PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL EQUAL) AT ALL PENTRATIONS AT I UNITS A5 PER NYS MG 506.1 FLOORS/WALLS/GEILIN65;PRODUCT CONFORMS TO A5TM 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES E 514, ASTM E 54, AND UL 14"7q. REQUIRED PER NY5 MG 804. 5.VENT SHALL EXTEND MIN. 5'-0" VERTICALLY ABOVE THE 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY EQUIPMENT TO EXIST. PIPING AS REO.V. ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NYS RC 6242-7.5.5 OUNDT I ON7L � MOuCJ TYPICAL MECHANICAL AREA NOTES: NEW GUTTER I. FOR ND. FR. FLOOR - PROVIDE 1/2" GONG.BD. BY 1� SEE SPECIFICATIONS AT ELEVATION NOTES "DUROCK" (OR EQUAL) SCALE: 1/4" = 1'-0" 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5" Ig NEW 4"x3" ALUM. DOWNSPOUT (TYP.): TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) VERIFY REO.V DOWNSPOUT SIZE W ROOFING CONTRACTOR 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. SPEG.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE Iq GUTTER HIGH POINT (TYF.) 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MEGH. AND FUEL OAS GORE �O EJECTOR PUMP: owlet D 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE - PROVIDE BASEMENT EJECTOR PUMP TO CONNECT FRESH AIR INTAKE FROM EXTERIOR WA5TEWATER FROM BASEMENT-LEVEL FIXTURES TO MAIN �R 2 7 2� 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL HOUSE DRAIN LINE. EMEROENGY SHUT OFF SWITCH - SIZE EJECTOR PUMP PIPING PER MANU. SPECS; INSTALL -I. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH ALL PER MANU SPEC.'S. S DLJTHO-D TOWN 5. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER - COORDINATE EJECTOR PUMP SELECTION w/PROPOSED p NNIK QOA D CLEARANCES AS PER CODE SANITARY SYSTEM;ENSURE COMPATIBILITY w/SANITARY to q. PROVIDE S" FLOOR DRAIN IF REOV BY EQUIPMENT 4 SYSTEM DESIONER/INSTALLER. CONNECT TO SANITARY SYSTEM AS PER NY5 W PLUMBING CODE BUILDING DF-515N BY OTHERS: 10.APPLIANCES JOINED THROUGH A COMMON NATURAL SEE STAMPED PLANS BY OTHERS ("PECKAM RESIDENCE" BY V DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL TIMBERCAD DESIGN, LLG) FOR ALL STRUCTURAL PLANS, SECTIONS OF 2020 NYS RG 6242'7. DETAILS, GENERAL NOTES, WINDOW 4 DOOR SCHEDULES, DOWN DECK O COMBINATION BOILER AND DIMENSIONS RELATED TO FRAMING CONCRETE WORK. NEW NAVIEN NCB-240/IIOH CONDENSING LIQUID PROPANE WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL.). I. VENT THROUGH WALL. W 2. F.A.I. THROUGH WALL. F- 5. DRAIN CONDENSATE VIA TUBING TO NEARBY WA5HER ap DRAIN LINE. 4. INSTALL PER MANU. SPEC.'S. HYDRONIG AIR HANDLER: PROJECT: (� I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(S) BY "RHEEM" OR APPROVED EQUAL. D H C LAND, L LC FREEZE-PROOF OF TH UIGH FLOORS 4 WA LDE AIR 5 TO HABITABLE SPACES OUTDOOR 5. INSTALLER TO PROVIDE BLOCKING, PIPING,AND SHOWER HEAD ELECTRICAL AS REQUIRED FOR MOUNTING 4 IL ® INSTALLATION ILDW 11 D 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED �i 14 N I I I PER REOUIREMENT5 OF A/C 4 HEATING SYSTEM (SEE THERMOSTAT FOR ZONE DESIGNATION). o o - 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL. 4180 NEW SUFFOLK AVE O 14 1 00 I I KITCHEN I I � I I I MATTITUCK, NY 11952 SM/Co I I I I I I I DRAWING TITLE: BATHROOM #I IL VINE O ROOM I5 I Ib FARMHOUSE: - BUILDING DATA MUDROOM - FLOOR PLANS L- - - ll ll - - INSULATION FENESTRATION REOU REMENTS - ENERGYTABLE " COMPONENT PROPOSED DES I ON CODE PRESCRIPTIVE VALUE COMPLIES PAGE: VALUE CITATION (PER 2020 NYSECCC) I5-5J�2 A-301. 00 �D PINING FENESTRATION U-VALUE U-VALUE = 0.25 MAX. U-VALUE = 0.2-1 11 1O - - ll - _ I (VERTICAL FENESTRATION) AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F YES COVERED PER R402.5.3 4 TABLE R402.1.2 - CLIMATE ZONE 4 PORCH Q I I I7 CEILING R-VALUE- - - - - - -- - R-30 RI61D CONTINUOUS INSULATION MIN. R-VALUE = 30 (CONTINUOUS) DATE: 03/30/26 15 OF 17 UP (INSULATION ENTIRELY ABOVE ROOF DECK) 8.25" THK. EP5 51F PANELS PER TABLE R402.1.3 - CLIMATE ZONE 4 YES I I I MIN. R-VALUE = 30 (CAVITY), OR I� EXTERIOR (2"xb") WOOD R-25 CONTINUOUS INSULATION 20 (CAVITY) + 10 (CONTINUOUS), OR FRAME WALL R-VALUE 4.5" THK. FIR SIP PANELS 13 (CAVITY) + 20 (CONTINUOUS), OR 20 (CONTINUOUS) PER TABLE R402.1.3 - CLIMATE ZONE 4 MIN R-VALUE = 30 (CAVITY), OR IQ (CAVITY) + "1.5 (CONTINUOUS), OR FLOOR R-VALUE R-30 GATT INSULATION 20 (CONTINUOUS) YES PER TABLE R402.1.3 - CLIMATE ZONE 4 HOT WATER PIPE MIN R-VALUE = 3 INSULATION R-3 PIPE INSULATION PER R403.4 4 R403.5 YE5 COMPLIANCE STATEMENT:FIRST FLOOR PLAN FARMHOUSE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN SCALE: 1/4" = P-O" COMPLIANCE WITH THE 2025 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. ["ImmARKqHOUSE OENEf PAL 5YM50L <E)"" : EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT 4" FRESH AIR VENT WHE DAPPLICAFRAMEBLE)STL. Q THROUGH ROOF EXISTING TO REMAIN W NEW FOUNDATION WALL LL1 Cc NEW WOOD FRAME (L.6. F---I STL. WHEN APPLICABLE) -� m I PROVIDE ABE500 FP200 FR I EXPANDING FOAM" (OR EQUAL) � 3 1 BATHROOM 2 AT ALL PENETRATIONS IN FIRE / / / MIN. (2) 2"x4" STRUCTURAL � � (V NEW I-HR FIRE RATED ® POST FOR 4" WALLS In O 2" _ RATED WALLS AND WOOD FRAME (L.6. STL. (MIN. (2) 2"x6" STRUCTURAL � OI '---I---+--, FLOORS/GEILIN6S. PRODUCT WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. r- 0 u I211 12" 12" CONFORMS TO ASTM E 514, NATURAL LIGHT I NATURAL LIGHT 6 - }: 0 1 1 ASTM E b4, AND UL 14'19 NEW 2-HR FIRE RATED +-+ 1 I VENTILATION VENTILATION ,; �. z I 1 FLOOR FLOOR WOOD FRAME (L.6. 5TL. NEW 2"xV' PLUMBING WALL p N O N I yl•� AREA 236 S.F. AREA 204 S.F. WHEN APPLICABLE) a '� LO _ x N 1 S.F. REQ. S.F. PROV. H � S.F. REQ. S.F. PRov. FLOOR PLAN NOTES � - C� LIGHT L16HT O m ,+ 2„ 3 G O REQ,D Ib.9 S.F. 22.9 S.F. REQ,D 16.3 S.F. 2b.0 S.F. � O �-+ VENT - VENT SMOKE DETECTOR / GO DETECTOR NOTES: A/C CONDENSERS: KITCHEN BATHROOM #I c NOTE: (11 fti3 REQ'D q•4 S.F. Q.6 S.F. Q REQ'D a.2 S.F. 13.9 S.F. a O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT O I. PROVIDE NEW 2-TON (SERVING ZONE I) 4 1.5-TON Q �O O _ ALL PLUMBING WORK SMOKE /CARBON MONOXIDE COMBINATION DETECTOR (SERVING ZONE 2) A/C CONDENSERS BY "RHEEM" OR __ 21 I SHALL CONFORM TO HARD WIRED TO EACH OTHER w/BATTERY BACKUP. APPROVED EQUAL. 2 r ___ __ LOCAL PLUMBING CODE 2.SMOKE /CO DETECTORS TO MAINTAIN V MIN. 2.SEE THERMOSTAT FOR ZONE DEVONATIOW. p I T I "� [ 12 " v HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 3. INSTALL AS PER MANUFACTURER SPECS. I 12 I11 2 121I 12 ® 3.PROVIDE SMOKE TO BATHROOMS DETECTORS AS INDICATED, AND 4 SURFACE (GONINSTALL UPON G PAD VEL OR OTHER) W/WEIOHTVIDE RRATIDN6 I I PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SUFFICIENT TO ACCOMMODATE 6R055 WEIGHT OF � I I Ix L 4.INSTALL ALL AS PER MANU. SPEC.s CONDENSER. ua 1 5 I I I I II I pi = I 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5. ALWAYS LOCATE CONDENSER l0' MIN. FROM ANY OAS 1 yy T IN COMPLIANCE WITH 2O25 NY5 BG 0115 4 LOCAL CODE APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS O WHENEVER POSSIBLE. I- " 1- 1 I O O I I • ( - I 02 O SEPTIC SYSTEM HOUSE CONNECTION: O ELECTRICAL PANEL: 70 DW I TUB 1 z z ® 14 z z 2 I. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION G.O. [ 2" 3" G O PROVIDE FRESH I o W I p 0 I I I O w 2. SEE SCDHS APPROVED PLANS UNDER REFERENCE NO. 200 AMP ELECTRICAL PANEL LOCATION AIR INTAKE v a v _- - DATED 00/00/00. - ALL INSTALLATION AS PER NYS ELECTRICAL CODE U '- N N 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" OEDROOM #I] I 7 L I EDROOM #2 I MINIMUM FROM BUILDING FOUNDATION HALL. INTERIOR UTILITY GHA5E W PROVIDE GLEAN 236 S.F. BA W OOM #2 204 S.F. 10 O PROVIDE UTILITY CHASE IN INDICATED LOCATIONFOR '1 OUTS AS REQ.D FREEZE PROOF HOSE BIB: PIPING RISERS 4 DUCTWORK. �,�� FASTEN TO FOUND. WALL w/MASONRY ANCHORS LAUNDRY AREA G.O. C O t' T' OO - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) II INTERIOR PLUMBING WALL: 1-1EGH. AREAi _ - - 12'-I" "I'-'1" 12' I" FRAME INTERIOR PLUMBING WALL w/2"xb" 5TUD5 ® 16" O.C. - - - - - - - - O LAUNDRY AREA: INTr s� 4" MAIN TO SEPTIC - - - - - - - - - - - - - - 4 I. NEW WASH / DRY HOOK UP NEW EXHAUST FAN SHALL BE INSTALLED WHERE y FF I6'-I" 16 2.PROVIDE HOOK UPS AS REQ'S PER MANU. I2 VENTILATION 15 NOT MET BY MEANS OF NATURAL HOUSE SYSTEM I • 15 CIRCULATION THROUGH WINDOW5 OR DOORS TO v N DRAIN 4 I I I I OUTDOOR03.2.5; INSTALL AS PER MANU..MECH. DE SECTION m SM/GO DRYER EXHAUST NOTE: EJECTOR n 1 I I. DUCT SHALL TERMINATE TO EXTERIOR CONNECT MECH. UNIT p I z „ CONDENSATE LINE TO z l� Q Z 0 2.DUCT SHALL TERMINATE MIN. 3 O FROM ANY THERMOSTAT: Y-IASHER DRAIN LINE I Q I I I I a z OPENINGS 13 I. PROVIDE THERMOSTAT FOR 2 ZONE5: WASHER p_ • • p- 3.DUCT SIZE AS PER MANU. - ZONE 1: FIRST FLOOR _j -�w 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER - ZONE 2 SECOND FLOOR ^` N v I I I 5M/CO SM/GO N V 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. OWNER TO SELECT MODEL; INSTALL AS PER w CONFIRM EJECTOR PUMP PIPE SIZING w/ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO MANUFACTURER SPEC.'S w/ABACK FLOWEPREVENTNSURE IIGN CHECK EQUIPPED I I I CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q VALVE. INSTALL ALL PER MANU. SPEC.'S SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO NEW PLUMBING FIXTURES: N ACCORDANCE HIC 405. EXCEED e) FEET D UL 1SHAL55A LISTED AND LABELED 14 SEE AL50 PLUMBING GENERAL NOTES ON PA6EQG--002. FL.UME3 1 NO RISER - DRAIN / NA5TE/ SENT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS IS WOOD STOVE: CLOSET CL.OSET RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I. PROVIDE WOOD-BURNING STOVE PER OWNER SELECTION SCALE: NTS - - - - - - - - - - - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2. CONNECT AS PER MANUFACTURER SPECS. _ SCREWS 3. PROVIDE ALL NECESSARY VENTING THROUGH NOTE: N 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXTERIOR CHASE ALL PLUMBING WORK LOCATION TO THE WALL OR ROOF TERMINATION. THE FLUE W/ EXTERIOR CHASE: SHALL CONFORM TO MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 16 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO LOCAL PLUMBING GORE FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO* EXTERIOR WALL (UL# 105 OR UL# 105 HT) - INSTALL AS BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PER MANU. SPEC.'S - PROVIDE NEW WD. FR. ENCLOSURE w/ NOT INCLUDE THE TRANSITION DUCT. 0 EGEND I/2" GDX PLYWOOD 4 SIDING A5 NOTED - "CHASE I I BATHROOM #2 ------- HOT WATER O MECH. AREA: SECURING ® STD. SIDE WALL' ON PAGE 6-004. I II 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s 2.PROVIDE "ABE5G0 FF200 FR EXPANDIN6 FOAM" (OR SUPPLY EQUAL) AT ALL PENTRATIONS AT I Q 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL O I I Q4 UNITS AS PER NYS MG 506.1 FLO0R5/WALL5/GEILIN65;PRODUCT CONFORMS TO A5TM 1 U _ _ GOLD WATER 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES E &14, A5TM E 54, AND UL 14'i9. 1 I0 W.G. ~ SUPPLY 3.VENT SHALL EXTEND MIN. V-O" VERTICALLY ABOVE THE REQUIRED PER NY5 MG b04. _ I = „ 4.IF APPLICABLE, DISCONNECT,REROUTE, 4 RECONNECT POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY cV 1 IN ryl j_ m PROVIDE ABOAM"E5CO FP200 FR ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED �I I �l TUB EXPANDING FOAM" (OR EQUAL) ? J�,� EQUIPMENT TO EXIST. PIPING AS REQ.'D. HORIZONTALLY, AS PER NYS RG 6242-1.5.3 AT ALL PENETRATIONS IN FIRE SEOOND FLOOR PLAN - FARMHOUSE �--Lr--�' RATED WALLS AND TYPICAL MECHANICAL AREA NOTES: NEW GUTTER FLOORS/GEILIN65. PRODUCT 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG.BD. BY IT SEE SPECIFICATIONS AT ELEVATION NOTES KITCHEN I 5A71'HROOM #1 CONFORMS TO A5TM E 514, "DUROCK" (OR EQUAL) I A5TM E 54, AND UL 14'1q SCALE: 114" = i'-O" 2. FOR ND. FR. WALLS - PROVIDE (1) LAYER OF 5/a" lg NEW 4"x3" ALUM. DOWNSPOUT (TYP.): I TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) VERIFY REQ.'D DOWNSPOUT 51ZE w/ROOFING CONTRACTOR I NEW FREEZE-PROOF 5. WHEN NEW, INSTALL FURNACE/BOILER, AS PER MANU. 00 I OUTDOOR SHOWER HEAD 5PEG.'s AND AS PER NYS MECH. AND FUEL OAS CODE IQ GUTT .)ER HIGH POINT (TYP w/VACUUM BREAK 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT u_ I I I IT CONFORMS TO NYS MEGH. AND FUEL OAS CODE EJECTOR PUMP: r CONNECT 5 FRE COMB. AIR INAIR �AKEE AS PER MANU.FROM EXTERIOR PEG.'s - PROVIDE WNASST'EWATER FROM BASEMENTOVIDE BASEMENT EJECTOR I-LEVELUMP FIXTURES TO MAIN LSD _. �n INTERIOR SHUT-OFF S V j I v j FOR H05E BIBS) 4 HOUSE DRAIN LINE. � 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL *1 jv 11 3:1 IV x1 13 W.G. OUTDOOR SHOWERS EMER6ENGY SHUT OFF SWITCH - 51ZE EJECTOR PUMP PIPING PER MANU. 5PEC'5; INSTALL AM Z 202 "1. FOR 6A5 SERVICE, PROVIDE OAS SHUT OFF SWITCH ALL PER MANU 5PEG.S. Iry TUB m I NEW FREEZE-PROOF HOSE a. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER - COORDINATE EJECTOR PUMP SELECTION w/PROP05ED SO THOL TOWN 1 DW I I - CLEARANCES AS PER CODE SANITARY SYSTEM;ENSURE COMPATIBILITY w/ SANITARY to BIBS) w/VACUUM BREAK; H PLANNING OARD ___L______. 1 ___ SYSTEM DESIONER/INSTALLER. Z L.._..-.._.._.._.._.._L.- ._-T_.._..�1.-. FASTENED w/ PIPE a. PROVIDE 3" FLOOR DRAIN IF READ BY EQUIPMENT 4 W FASTENERS (PRECISE CONNECT TO SANITARY SYSTEM AS PER NY5 PLUMBING CODE 1 I I LOCATION(S) T.B.D. IN FIELD BUILDING DESIGN BY OTHERS: � zl SEE STAMPED PLANS BY OTHERS ('PEGKAM RESIDENCE BY - I I_ 1 IO.APPLIANGES JOINED THROUGH A COMMON NATURAL � �� O - CONSULT w/ OWNER) DRAFT TIMBERGAD DESIGN, LLG) FOR ALL STRUCTURAL PLANS, mi12� n I I SECTIONS OFN2020 SYSTEM PC 02420MPLY WITH ALL DETAILS, GENERAL NOTES, WINDOW 4 DOOR SGL PLANS, U LAUNDRY AREA 11_ I MAI® STREET COMBINATION BOILER v AND DIMENSIONS RELATED TO FRAMING 4 CONCRETE WORK. MECH. AREA N I I N I _ O NEW NAVIEN NCB-240/II0H CONDENSING LIQUID PROPANE ...... . WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). I. VENT THROUGH WALL. W I I 2. F.A.I. THROUGH WALL. I 3. DRAIN CONDENSATE VIA TUBING TO NEARBY WASHER �p m LINE OF EXTERIOR DRAIN LINE. la 11 19 SIDING (BELOW) Ib 4. INSTALL PER MANU. SPEC.'S. WASHER HYDRONIG AIR HANDLER: PROJECT: O i. PROVIDE (2) NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" OR APPROVED EQUAL. D H C LAND L L C a /^ �/ 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES FL•UMLINI../ IC7R - SUIi�i�L I IB I, Iq - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THROU6HFLOORS4 WALLS. 3.INSTALLER TO PROVIDE BLOGKIN6, PIPING,AND SCALE: NTS I ( ELEGTRIGAL AS REQUIRED FOR MOUNTING 4 INSTALLATION 4.HANDLER 51ZINO (TONNAGE) SHALL BE SELECTED PER REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE F THERMOSTAT FOR ZONE DE516NATION). 5 PROVIDE T NEW HOT R/BOI ER COMBO O NEW COIL.HATER/BOILER 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 opNOTE: cV IL ALL PLUMBING 4 DRAWING TITLE: TO LOCAL FUEL 6A5 WORK p SHALL FORM FARMHOUSE: tu N FUEL OASNO GORE 4 RIDGE EL. = t15.1' ABOVE SURROUNDING 6RADE - FLOOR PLANS - RISER DIAGRAMS PIPING PENETRATIONS: cV RIDGE EL. = i26.V AIBOVE SURROUNDING 6RADE I. PROVIDE "ABE5G0 FF200 FR EXPANDING FOAM" (OR EQUAL) I6 �ITGHEN AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILIN65. 2.PRODUCT CONFORMS TO ASTM E PAGE: b14, ASTM E a4, AND UL 14'i9 L - - - - - - - - - - - - - - - -- A-302w00 N tL RANGE m I i PROPOSED BURIED rr DATE: 03/30/26 17 OF 17 m r PROPANE FUEL TANK IL I VERIFY SIZES 6A5 SUPPLY I El w/MANU. �t SPEC.'S m Ib I"I IQ L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ MECH. AREA r. - S� la 17 la Ib ' �- • Q r •- OASRISER - SUPPLY' PLAN - FARMHOUSE 50ALE: N75 SCALE: 1/4" = I'-all I PLMT022'"IrPAGE DHC LAN D,Y:I.-LG�­­­' 11:'1" 1" u,::._:Z I. 1- 1, u�'.I I I I I I Z t uZ '1� - u, ........ uu u 1"1*1 Zp,�u ­20;� uu, uuu 1. u-1-1 uz u HI u u u u 'u, 1: �C,u :-�;'r-cT�Zz I Z 1.1.1.1 u.u uuuuu i fi 11 ,,_u',u,ur ,uu 75 u u'u-, 1.u I'll 1 1.1 11 1 1. u u I 1 1. 1. 1.11 1 1 1 u I I u u u u"u 1.1.1:u u u .......u Z w ,,"` , 1.1. u 11 IC u 1.U 11 u u u u u u I u u 1%. u U u u u u u u., u ul u 1 1. u u u u u u u%, u u u u,u, u u u z u 1: 11 11. 11 1, u z 1 11 1.1.1 1 1. u u u u u u 11 11 u 1-u I IVA u u u u u 1 1,u I I u u u .u�1, j­"I'l-u, uzz u Z I u u u u u 1.1... u I 1 1. u u u u w----- Zu- . u,.0 .. 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'I �u I I;, uii 1-11 uu,",u , ­­,uuuuuu, I'll ull.-1.11 11 u 1.1 u u u w u­'uuu_u,uuuu uuu. u u u 1.1. u,u u, 1, 11w u u%t u.... .... u m u u, .1 u u u,u u ­.�u uuu Iuuuu,,'uuu,,.,, I u 1 11 1.11 11 1 1. 1.1.1.1:1.1.1. u u, u u u ....... 11 1:�:�1:N 1.1,1 u I u I I u"u u�u, u uu u, Uuuu u, u 4�.u, u'I*'I* -wi u "I', u u. u V, u u u 'u,u u u V"u u INII z u z u. ,, "u,u u u 11. u -­:'m w Scale:1 inch=50 Ft. PLAT TO 2YX34'PAGE calculation summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type CalcPts Light Spill Illuminance Fc 0.00 32 0.0 NA NA Readings Taken at 0'-0"AFG 10 10 Horizontal CalcPts Site Illuminance Fc 0.60 15.1 0.0 N.A. N.A. Readings Taken at 0'-0"AFG 10 10 Horizontal Luminaire Schedule All quotes/orders generated from this layout must be forwarded to the Local Rep Agency Luminaire Tag Summa ; Symbol Clity, Tag Label Arrangement Lum.Lumens A".Lum.Lumens LLF Description Lum.Watts Arr.Watts Total Watts BUG Rating Aa 4 C SLIMI 7FAFC40 MVS Single 4595 4595 1.000 40w 3k 37.7 37.7 150.8 B2-UO-GI {� 3 B SLIMI 7FAFC60 MVS Single 7035 7035 1.000 60w3k 57.87 57.87 173.61 B2-U0-G1 C 4 sfl i(• f& ❑ 4 A ALEDS4TY 7PR Single 7517 7517 1.000 1 6Dw3k4T 1571 1 57.2 228.8 B1-U0-G2 Expanded Luminaire Location Summary ( LumNo Tag X Y MTGHT Orient Tilt f�f• i ���€i t� 1 A 1015.674 820202 20 318365 0 } 2 A 956.129 807.852 20 278237 0 fj(11 j I7li ;( 3 A 1063.034 879.792 20 318365 0 4 B 969.124 637.797 22 0 0 e((i( }rli Fs; if 5 B 969.124 589.803 22 0 0 6 C 986.171 542.33 10 0 0 1 7 1 C 953AO3 1 527.765 1 10 1 270 0 1 8 B 946.156 584.828 22 270 0 9 C 957508 688.172 10 0 0 �G 10 C 931.565 694.183 10 90 0 8 11 A 1072.3 930.31 20 0 0 3 s Total Quantity-.11 3 § i $ F "s 3 _ y x aiawrew ..":�..°.«..a•ro,..«,�.°,w.,,�row°,...,,.,<.,,..,..,<,,,«.«,<.a.«. ,...�«rrv«..x.«<,.,ba.`„<«.««, 3m g HOW TO READ THIS DRAWING u „e,««,,..m,," c°w.,.,«<,.m« .r«m•.«.wn.a.,...ro°,°e"...,w°. over o«.w,<„nrwe<ww.w. 90, 180" 150° �9M2 £ 120° 60' a«° „ <"„c.°.,."«w�=w,<.a.,�i r,ti,w.. •'"•.nnO1n1in4<er«<«w,M�ro..,.o,a,w,R<s<w„,«.« 270° 0. 30' _ w � snwwa..•ww.r,«<..<.rr w„n.um.,,«,n.,ar n«°.« mr+____ whoa o.w•.a.,w".rr.ww.s o,w•.w,.«wr w«.e.a"< «<«,wmNww�.„«wawe..«..+i.,"m.<«aemwr�r".•wa Orientation:PLAN View Vertical Aiming:SIDE vew ALEDS4TY/7PR DDD7�2026] RAB APR 2 SOUTHOL Project Type: PLANNING BOARD I ` Prepared By: Date: Driver Info LED Info Type Constant Current Watts 80W 120V 0.67A Color Temp 3000K(Warm) 208V 040A Color 82 CRI Color:Bronze Weight 13.2 Ibs 240V 0 34A Accuracy 277V 030A L70 100,000 Hours Input Watts 81.1/57.2/40.4t;V Lifespan Lumens 10,172/7,517/5,4681m 125 4/131.4./135.3 EfficacyIm/W Technical Specifications Field Adjustabjlity DLC Listed: Color Uniformity. Field Adjustable(Wattage): This product family is listed with the DesignLights RAB's range of Correlated Color Temperature follows Field adjustable light output in 3 discrete steps: Consortium(DLC).Individual SKUs within this family the guidelines of the American National Standard for Small Housing:80W/60W.!404V(factory default BOW) may carry either a DLC Standard or DLC Premium iSSL;Products,ANSI C79 377-2017 qualification.Please refer to the individual product Compliance specification sheet or the DLC Qualified Products List Electrical (QPL)atiJ_e51gnh9hts.ora to confirm the qualification Driver: UL Listed: status of a specific SKU prior to specification or Suitable for vet locations 40l�V:Constant Current,Class 2,120-277V;50/60 Hz, purchase 120V:0 34A,208V:0 20A,240V:0 17A,277V:0 15A IP Rating: LUNA: 60W:Constant Current,Class 2,120-277V,50/60 Hz, Ingi ess protection rating of IP66 for dust and water This product has received the Design Lights 120V:0 50A,208V:030A,240V:0.25A,277V:0 22A Consortium s LUNA listing Designed to meet LUNA IESNA LM-79&LM-80 Testing: 5.1 requirements. BOW:Constant Current,Class 2,120-277V,50/60 Hz, RAB LED luminaires and LED components have been LUNA Product Code:S-FMQH 1 N 120V:0.67A,208V:C 40A,240V:0.34A,277V:0.30A tested by an independent laboratory in accordance with IESNA UM-79 and LM-80. LED Characteristics Dimming Driver. Dark Sky Conformance: LEDs: Driver includes dimming control wiring for 0-1 OV Dark Sky Approved in 3000K.Conforms to(allows for Long-life,high-efficacy,discrete,surface-mount dimming systems Requires separate 0-1 OV DC conformance to)the IDA's fully shielding LEDs dimming circuit.Duns down to 1090 requirement,emitting no light above 90 degrees (with the exclusion of incidental light reflecting from Color Consistency: THD: fixture housing,mounts,and pale). 7-step MacAdam Ellipse binning to achieve 2.32%at 120V,7.28%at 277V consistent fixture-to-fixture color Light Usage for Night Applications: Power Factor. This product has received the Design Lights Color Stability: 99.99.,6 at 120V.96.5%at 277V Consortium's LUNA listing for 3000K Models. LED color temperature is warrantied to Shift no more Designed to meet LUNA 5.1 requirements than 200K in color temperature over a 5-year period Surge Protection: LUNA Product Code:S-Fib1QHIN Line to Line:10 kV Line to Ground:6 kV Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting_com Website:rablighting.com Copyright'2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 1 of 3 ALEDS4TY/7PR RAB Technical Specifications(continued) 7-Pin Receptacle: Green Technology: ANSI C136 41 7-pin receptacle,compatible with Mercury and UV free RoHS-compliant components. wireless control systems Installation Performance Mounting: Lifespan: Universal mounting ar n compatible for hole spacing I00,000-Hour LED lifespan based on IESIm-80 results patterns hom 1"to 5 1/2"center to center.Round and TM-21 calculations Pale adapter plate included as a standard Easy slide and lock to mount fixture with ease. Wattage Equivalency: Equivalent to 250W Metal Halide Other 10-Year,No-Compromise Warranty: Optical RAB warrants that our LED products will be free from IES Classification: defects in materials and workmanship for a period of The Type IV distribution is especially suited for ten(40)years from the date of delivery to the end mounting on the sides of buildings and walls,and user,including coverage of light output,color for illuminating the perimeter of parking areas.It stability,driver performance and fixture finish.RAB's produces a semicircular distribution with essentially warranty is subject to all terms and conditions found the same candlepower at lateral angles from 90'to at rablightirta.corruwarranty 270'. BUG Rating: BOW:B1 UO G2 60W:B1 UO G2 40W:B 1 UO G2 Construction Cold Weather Starting: The minimum starting temperature is-40'F!-40'C) Ambient Temperature: Max Power Temp Rating:104'F(40'C) Middle Power Temp Rating:52'C(125'F) Low Power Temp Rating:58'C(1377) Housing: Die-cast aluminum Reflector. Aluminum reflector with white polycarbonate Vibration Rating: 3G vibration rating per ANSI C136 31 Effective Projected Area: 1 Fixture:035 2 Fixtures at 90':054 2 Fixtures at 180':0 7 3 Fixtures at 90':0.9 4 Fixtui es at 90':0.9 Gaskets: High-temperature silicone gaskets Finish: Formulated for high durability and long-lasting color Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time.without notice Page 2 of 3 ALEDWY/7PR RAB Dimensions Features 0-10V dimmable standard IP66 Rated 100,000-Hour LED lifespan 10-Year,No-Compromise Warranty Ordering Matrix Family Housing Size Distribution Mounting Color Temp Finish Driver Options ALED S 4T Y /7PR M=Medium(1 50W/90W/78W) 2T=Type 11 Blank=Universal Blank-i000K Blank= Blank=120-277V, Blank=No Option L=Large(260W/220W/1 70W) 3T=Type III Pole Mount Cool Bronze 0-1OVDimming fM-7 Pin T,vistlock XL=Extra Large 4T=Type IV SF=Slipfitter Y-3000K W=White /480=480V,0-1OV Re,_ptade (385W/345W/300W) ST-T/peV WM=Wall Mount Worm B=Black Dimming Mf52=`Mattstopper S=Small(SOW/60W/40W) AT=Auto Dealership N=a000K 20ftlens Optic Neutral MI54-Watistooper d0ftlens Dark sky approved in 3000K,available only on Small and Medium fixtures 4801/available only on Medium,Large&Extra Large fixtures Wattstopper option available only On Large&Extra Large fixtures Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablightingcom Copyright,a 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 3 of 3 P55-07-20D2 RAB Project: Type: Prepared By: Date: Square steel poles drilled for 2 Area Lights at 180' Designed for ground mounting.Poles are stocked nationwide for quick shipment Protective packaging ensures poles arrive at the job site good as new Color:Bronze Weight:313.0Ibs Technical Specifications Compliance Wall Thickness: Max EPA's/Max Weights: CSA Listed: 3./16" 70MPH 27 5 ft/830 lb Suitable For we[locations 80MPH 19 5 ft/8301b Shaft Size. 9WAPH 13 9 fv820 lb Trade Agreements Act Compliant: 5" 100iMPH 10 0 ft/820 Ib This product is a product of Cambodia and a 1 10MPH 7 1 ft/810 lb 'designated country"end product that complies Hand Hole Dimensions: 120MPH 4 9 ft/8101b with the Trade Agreements Act 3"x 5" 130MPH 3 1 ft%810 lb 140iMPH 1 8 ft/800 lb Construction Bolt Circle: 15OMPH 0 7 ft/800 lb Shaft: 11 Other 46,000 p s i minimum yield. Base Dimension: Terms of Sale: Hand Holes: 11, Pole Terms of Sale is available online Reinforced vvith grounding lug and removable cover Weight: Base Plates: 313 Ibs 36,000 p s.i.minimum yield. " Anchor Bolt Shipping Protection: Anchor bolt kits are sold separately Order ABK5- All poles are shipped in individual corrugated BCK-S5 for anchor bolt kits. cartons to prevent finish damage Anchor Bolt Templates: Color. WARNING Template must be printed on 12"x 18" Bronze powder coating sheet for actual size CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available Height. online. 20 ft Gauge: 7 Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright 2026 RAB Lighting All Rights Reseived Note:Specifications are subject to change at anytime without notice Page 1 of 2 PS5-07-20D2 RAB Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright -,2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 2 of 2 SLIM 17FAFC60/MVS RAB Proms--- TYW. Prepared BY_ Date: Driver Info LED Info Type Constant Current Watts 60W 120V 0.50A Color 3000/4000/5000K 208V 0 29A Temp Color:Bronze Weight:7.1 lbs 240V 0.25A Color 82/85/82 CRI Accuracy 277V 022A Input Watts 59.58/57 45/59 38VV L70 100,000 HoursLifespan Lumens 8,703,19,321/9,2371m Efficacy 146 07/162 24/155 56 Im/W Technical Specifications Field Adjustability Performance Surge Protection: Field Adjustable: Lifespan• UN:6 kV L/N-PE:6 kV Color temperature selectable by 3000K,4000K and I00,000-Hour LED lifespan based on IE5Im-80 results 5000K(factory default 4000K) and TM-21 calculations Dim to Off: Yes Compliance Wattage Equivalency: UL Listed: Equvalent to 35OW Metal Halide flux Power Supply: Yes Suitable for Wet Locations Wall Mount Only LED Characteristics IESNA LM-79&LM-80 Testing: LEDs: Construction RAB LED luminaires and LED components have been Lang-life,high-efficiency,surface-mount LEDs IK Rating: tested by an independent laboratory in accordance IK08 Protected against 5 joules of impact.Equivalent with IESNA LiM-79 and LM-80. Electrical to the impact of a 3 75 Ibs (1 7kg)mass dropped Driver. from 11 8"(300mm)above the impacted surface. IP Rating: Constant Current,Class 1,120-277V,5060 Hz,120V: Ingress pi otection rating of IP65 for dust and water 0.50A,208V:0 29A,240V:0.25A,277V:0.22A Cold Weather Starting: The minimum starting temperature is-407(-40'C) DLC Listed: Dimming Driver. This product family is listed with the DesignLights Driver includes dimming control wiring for 0-1 OV Ambient Temperature: Consortium(DLC).Individual SKUs within this family dimming systems.Requires separate 0-1 OV DC Nlax Power Temp Rating:122'F(50'C) may carry either a DLC Standard or DLC Premium dimming circuit Dims down to 10% Middle Power Temp Rating:122'F(50'C)) qualification.Please refer to the individual product Low Power Temp Rating:122'F(50'C) specification sheet or the DLC Qualified Products List THD, (QPL)at desig0l1aht5.prg to confirm the qualification 1 132k u at 120V,6 85°n at 277t/ Housing: status of a specific SKU prior to specification or Precision die-cast aluminum housing and door purchase frame Power Factor. 99 3%at 120V„97 90b at 277V Lens: Photocell: Polycarbonate lens 120-277V selectable photocell that can be turned on and off. Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.eom Copyright 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page]of 3 SLIM 7FAFC60/MVS RAB Technical Specifications(continued) Cut Off: Cut-Off Dimming level: Full cutoff(0') 10,20,30,50% Gaskets: Cut-Off Power. High-temperature silicone Less than I Finish: Daylight Threshold: Formulated for high durability and long-lasting color About.2-5 fc for disabled Green Technology: Sensor Principle: Mercury and UV free.RoHS-compliant components. High Frequency Installation Microwave Frequency: Mounting: S 8GHz+/-75iNIHz Hinged wiring access and conduit entries on the back,sides,top and bottom make installation a snap Microwave Power. :0.2 m W Other 5-Year Limited Warranty: Max Detection Range: The RAB 5-year,limited warranty covers light output, 26 ft diameter at 16 ft mounting height driver performance and paint finish.RAB's warranty is subject to all terms and conditions found at Detection Angle: rablightino.com/warranri. About 30 to 150 degrees Sensor Settings Remote Control: Adjust settings using remote control(catalog; Factory Settings: MSR1) Only available with 0-1 OV dimming driver Brightness:100% options.Remote control available here Hold Time: I Minute Daylight:Disabled Sensitivity:509v Stand-by dimming level:20°.n Stand-by time:1 Minute Capacitance Load: 400VA at 120VAC,BOOVA at 230VAC,I OOOVA at 277VAC Operating Temperature: -4'F to+140'F(-20'C to—60'C I Relay: Zero-cross relay Maximum Mounting Height: 49 2 ft 0 5M) Customizable Detection Area: 10,50,75 or 100% Time Delay: 5s,30s,1 min,5min,10min,20min,30mm Cut Off Period: Os,10s,1 min,5min,I Omin,30min,1 hr,Si-Level Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright-2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 2 of 3 SLIM 17FAFC60/MVS RAB Dimensions Features Selectable CCr Full cutoff Selectable on/off photocell 0-10V dimming,standard l Ordering Matrix Family Style Wattage Color Temp Finish Driver Options SLIM17FA ! FC 60 /MVS ! FC=Full cutoff 40=30W Blank=3000/4000/5000K Blank=Bronze Blank=120-277V Blank=Selectable On/Off Photocell 60=50W Adjustable /MVS=Selectable On/Off Photocell 100=100W w/Microwave Motion Sensor 120=120W /LCB=Lightcloud Blue 150=,WN /LCBS=Lightcloud Blue w/PIR Sensor /LCBS/MVS=Lightcloud Blue wiMVS Sensor Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright�)2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 3 of3 SLIM 17FAFC40/MVS RAB Project: Type: Prepared By: Date: Driver Info LED Info Type Constant Currert Watts 40VV 120V 0 34A Color 3000i4000/5000K 208V 0.20A Temp Color:Bronze Weight:6.8 lbs 240V 0.17A Color 84/96/83 CRI Accuracy 277V 0.15A Input Watts 40.76/3957%4071W L70 100,000 HoursLifespan Lumens 5,632/6,052/6,0321m Efficacy 138 1 8121 52 9/148 17 ImIIN Technical Specifications Field Adjustability Performance Surge Protection: Field Adjustable: Lifespan: L/N:6 kV,UN-PE:6 kV Color temperature selectable by 30OOK,4000K and I00,000-Hour LED lifespan based on IESIm-80 results 5000K;factory default 4000K) and TM-21 calculations Dim to Off Yes Compliance Wattage Equivalency: UL Listed: Equivalent to 200W Metal Halide Aux Power Supply: Suitable for VVet Locations.Wall iilount Only. Yes LED Characteristics IESNA Lh1-79&LM-8O Testing: LEDs: Construction RAB LED luminaires and LED components have been Long-life,high-efficiency,surface-mount LEDs IK Rating: tested by an independent laboratory in accordance IKOS Protected against 5 joules of impact Equivalent vdith IESNA LiM-79 and LM-80. Electrical to the impact of a 3 75 Ibs (1 7kg)mass dropped Driver: from 11.8"(300mm)above the impacted surface IP Rating: Constant Current,Class 1.120-277V,SOi6O Hz.120V: Ingress protection rating of IP65 for dust and water 0.34A,208V:0.20A,240V:O.17A,277V:0 15A Cold Weather Starting: The minimum starting temperature is-407(-40'C) DLC Listed: Dimming Driver. This product family is listed with the DesignLights Driver includes dimming control wiring for 0-10V Ambient Temperature Consortium(DLC) Individual SKUs within this family dimming systems.Requires separate 0-10V DC Max Power Temp Rating:122'F(50'C) may carry either a DLC Standard or DLC Premium dimming circuit.Dims down to 10%. Middle Power Temp Rating:122'F(50'C)) qualification.Please refer to the individual product Low Power Temp Rating:1227(50'C) specification sheet or the DLC Qualified Products List THD (QPL)at desrgnlights.oro to confirm the qualification Housing: 1 1.17%at 120V,7.91°v at 277V status of a specific SKU prior to specification or Precision die-cast aluminum housing and door purchase. frame Power Factor. 99.3%at 120V„96.8%at 277V Lens: Photocell: Polycarbonate lens 120-277V selectable photocell that can be turned on and off. Need'help?Tech help line:(888)722-1000 Email:teehsupport@rablighting.com Website:rablighting.eom Copyright;;2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 1 of 3 SLIM 17FAFC40/MVS RAB Technical Specifications(continued) Cut Off: Cut-Off Dimming level: Full cutoff(0') 10,20,30,50% Gaskets: Cut-Off Power. High-temperature silicone Less than 1 W Finish: Daylight Threshold: Formulated for high durability and long-lasting color About 2-5 fc for disabled Green Technology: Sensor Principle: Mercury and UV free.RoHS-compliant components. High Frequency Installation Microwave Frequency: Mounting: 5 BGHz+/-75fAHz Hinged wiring access and conduit entries on the back,sides,top and bottom make installation a snap Microwave Power :0 2mVV Other 5-Year Limited Warranty: Max Detection Range: The RAB 5-year,limited warranty covers light output, 26 ft diameter at 16 ft mounting height driver performance and paint finish RAB's warranty is subject to all terms and conditions found at Detection Angle: abligh;in,.comhMarranrr About 30 to 150 degrees Sensor Settings Remote Control: Adjust settings using remote control(catalog Factory Settings: MSR1).Only available with 0-10V dimming driver Brightness:10000 options.Remote control available here. Hold Time:1 Minute Daylight:Disabled Sensitivity:5090 Stand-by dimming level:20°v Stand-by time:1 Minute Capacitance Load: 400VA at 120VAC,800VA at 230VAC,I OOOVA at 277VAC Operating Temperature: -4'F to+140'F(-20'C to+60'C Relay: Zero-cross,ejal/ Maximum Mounting Height: 49.2 It(15M) Customizable Detection Area: 10,50,75 or 100% Time Delay: 5s,30s,1 min,5min,1 Omin,20min,30min Cut Off Period: Os,1Os,Imin,5min,IOmin,30min,1hr,Bi-Level Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.eom Copyright 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 2 of 3 SLIM 17FAFC40/MVS RAS Dimensions Features Selectable CCT Full cutoff Selectable on/off photocell 0-1 OV dimming,standard Ordering Matrix Family Style Wattage Color Temp Finish Driver Options SLIM17FA FC 40 /MVS FC=Full cutoff 40=40W Blank=3000/4000/5000K Blank=Bronze Blank=120-277V Blank=Selectable On/Off Photocell 60=60W Adjustable /MVS=Selectable On/Off Photocell 100=100W w/Nlicrowave Mouon Sensor 120=120W /LCB=Lightcloud Blue 150=1 SOW /LCBS=Lightcloud Blue w/PIR Sensor /LCBS/MVS=Lightcloud Blue w/MVS Sensor Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright;a 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 3 of 3 C.A -Y 0.C:: L,9 P lJ [ELD-j TOWN OF SOUTHOLD JUN 0 6 BUILDING DEPARTMENT SOUTHOLD,N.Y. SOUTHOLD TOWN PLAWNG BOARD NOTICE OF DISAPPROVAL DATE: March 25, 2026 AMENDED: June 5,2026 TO: Brooke Epperson(DHC Land LLQ PO Box 152 Mattituck,NY 11952 Please take notice that your application dated January 22, 2026: For a permit to: construct a barn fpr agricultti,r &ggjj culjtrq ptct�essirlg and�uctieatt(rarlr t r nmqpJ t�c>� ..a�rcl tc c rrt tl .. 1 add..x:.t:cnal i.cu twur l)r duction bull ,in wvfth associated 5i r gl -;tarn , „dwgt ,llg at: Location of property: 4180 Newµ tr1" 1 ,Avg M:ittLu to 1 County Tax Map No. 1000—Section 115 Block 10 Lot,11, Is returned herewith and disapproved on the following grounds: I r rµca a secl c catt trcre trort...l..ccpa rg ►.t _ lar�r : oval Torn the- , 9 thol ._.I a wn I'lrtrr rtrr .. , ,Board. You may now apply to these agencies directly. This Notice of Disapproval has been amended to reflect the revised site plan, last dated 613126. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board IDH C,DISAPPRO L d 111n�.fi.sua �•,G. �qp- a � � D LA ��,. r�..�" AREA #I: 6 .+ J��" "" RESERVE/ Q N H9 i k 1 M= : ► DEVELOPMENTLu co 1 1 PUB IG ----------------- Z)Ia IV 7MOLITION OX15TINO RCSIIDNT1 �L 1�W�LLINO, 3 ��DONMNT w/ `OF EXISTINO SANITARP S`'STEM EXISTINO OIL TANK : .. � # >: (D O O CV 0FROFO5E7RM STAND .. i�ROfi�OSED (2) ORI GULTUR�4L PRODUGTI ON BU I LIB I NOS 1 —_— — -"-"--- -"-- — 'm d- J - - - � '' 9 y a„ r �•-, it : >) IJ r— FROFOS D POLE E3ARN — - aa-1.2 11 4 3a' �► .. , �'. ;' . ' 0 o — cD : , -, O m FROFOSED FARMHOUSE M c� occ Ln _ I 1 Q __ � � � O 1 BNHOU5�5 p,S10N wEL` — — _- - E N V _Q t LL G g. IRRIG K f4 �u5 i \ w/ PUBLIC / � �' � �'s'- U ------------- _ I - .. .1a p,TER D 1- p I r WATERy„ m I 6 APPROX. LOCATION OF s. ; " ' d I I 1 E 6• ' NEARBY PRINCIPALt ' �,." " i --"- -------- --- -- - ---- WELLING STRUCTURE I D w _ _ LOCATION, MAP �p411 w Z SCALE: NTS PARKING � \� I 20' SIDE l� W �d �ATA : V 1 PU6LIG wp` - - - �- "-" -_____ - ° ----- SPACES I I I YARD • D SE7BAGK5 W M �_— — - ----------- 'I N� LOT COVERAGE -}J W - "B PROP. °40r3o"W ; j EXIST. HEDGE ROW 50UTHOLD TOWN GORE SECTION 280-04 ' - ---'- EXIST. DRAINAGE -.N��, 030\ FARM Spa 5q0' - - ' � jl � � � -+- GRATE SGTM #1000-115-10-01.001 STAND 13 - - - ;'� Sbq°36'S0"E DESCRIPTION (FOOTPRINT) AREA LOT R=20.00, \ ' \ _ -- - PROP. ✓ 43.82' - AGRICULTURE � w I ,r '' �;?'" COVERAGE ' 1 cs\ ' �' �' TOTAL LOT AREA 620542 S.F. L=33.83 15531 I r- PERVIOUS AREA #I: RESERVE/ I J DRIVE �' /, _ s�� �/� �' !'`��, i, (SGTM #loco-I15-10-01.001) N ' N DEVELOPMENT (8q,281 S.F.) - --- - \I 0 ,, ;' T DAL WE ANDIS IS �JJ " I �+� �/ ' % J TO BOTTOM OF BANK (AREA I: RESERVE/DEVELOPMENT) Sri 281 S.F. - -� AREA #2 O\ �p r y� Q , ! LOT AREA ROADWAY ASPHAL.T '\;' I r 0 , # i 0� -------- lC/; 3 BUILDABLE LAND ll) O ti , % �.� J /C ,� /;-'I b # 7Q,055 S.F. / / (AREA I: RESERVE/DEVELOPMENT) „0 m ,, l0 y CL 0w' /co V Q � 00 PROP. 'yam% ,' OJ/- I, , /h �a EXISTING GARAGE 251 S.F. 0.5% BURIED % ,>', ,' 2/,'',%;'/,;,,%,!,, ✓ry \O� \ �I / BURI �0'' DEC- 8 TRUSTEES-APPROVED DOCK (2) 15 S.F. 0.0% _t I o LINES i ;' �`' I HATCHING INDICATES NON-DISTURBANCE BUFFER PROPOSED FARMHOUSE w/ DECK 1,316 S.F. 1.7% \ If PROP"Ike r I DEEP PROPOSED POLE BARN 2 Q7(o S.F. 3.8% -- PROD'. H O L E PROPOSED AGRICULTURAL ,x, \ I �/ Y C R E E K PRODUCTION BUILDING 10 S.T. /\\ O \ \ i1 MIN. i i X�,'f' %�; J i � z I APPROVED PIER w/ 4'-WIDE PROPOSED FARM STAND 288 S.F. 0.4% v, \ I . i, ,,+ , ,� n LU W ACCESS PATH THROUGH \ \ v, G O.T. ! //,' , ,y ( ', I Q NON-D 1 STURBANGE BUFFER PER DEC TOTAL AREA OF ALL STRUCTURES 6,365 S.F. 8.I w 0 PERMIT NO. I-4738-04281/00003 o W uI w \\ \\ \ PROP. _---_ i +--- ' „ �' Q TRU5TEE5 PERMIT NO. 10571 MAXIMUM LOT COVERAGE ALLOWED: 2090 w 0 - I --{-- ----/ L�I TO,40GK ,� to - N N m a POLE / A ER SVhPL "BUILDABLE LAND"EXCLUDES ALL LAND SEAWARD OF THE TOP OF SLUFF LINE,AND LOT GOVERA6E � F- Z EXIST. WIRE I BARN / , PERCENTACPE5 ARE RELATIVE TO THE TOTAL BUILDABLE LAND AREA OF "AREA#I". w 3 V \ \ FENCE TO BE LIMIT OF EXIST. TREE LINE - AREA OF DOCK UPON "BUILDABLE LAND".TOTAL AREA OF DOCK UPON ENTIRE LOT AREA 15 151 S.F. m w m CL g p \ \ REMOVED ;� ,'�� a (EXISTING CLEARING) o O W J a d cn SGTM #1000-115-10-01.001 'I i 1 / Z a. II-- w a \ 7c i ----- - I / �' EXIST. I-STORY ND. FR. DWELLING w/ J w = w o� AGRICULTURE WELL IN BASEMENT TO BE = 3 I ' O FAOL K � : a F- o o " \ TOWN DEVELOPMENT RI6HT5 I ; // I Z, DEMOLISHED; WELL TO BE N w Q o O (2) xla PARKING I / -��--- I ° \ SPACES UPON I/A OWTS IL.P. i �/ TE T " , , I'/ 4, ABANDONED PER 5GDH5 STANDARDS. Z Q v 10 w Q (PROP. SEPTIC S''STEM5 I _ _ / ''HOE r- F- r ', W a Z .. w \ \ y EXIST. GONG. COVER; V.I.F. STRUCTURE \ ' I PROP. / I _� I',�I'', PROJECT LOCATION &SCOPE r W a z z L \ \ \ ) I i FARM- �Iw -`ir;- ,' Ri BELOW 8 ABANDON IF CONNECTED TO Z Q w DESIGNED BY OTHERS \ \ 01, -k HousE , j j EXIST. 5ANITARY SYSTEM SITE PLAN & ZONING DATA o = Ill m w# I DECK '-'i j j "; r 1 EXIST. OIL FILL GAP; EXIST. TANK PROP. STORMWATER SITE PLAN w W o w o 2 \ \ AREA 2 �` � y , „ I TO BE EMPTIED 4 ABANDONED o z z N a N 51'- 102 O TOWN OF SOUTHOLD W I I a• w tx v \ \ 25' SIDE YARD SETDAGK - _ ...' EXIST. CESSPOOL TO BE ABANDONED I- \ \ DEVELOPMENT RIGHTS r < w _1 o o x (ACCESSORY STRUCTURES) 1 PER 5GDH5 STANDARDS ��- 1 ®� FARM STAND: I a a N r L (i,, Z r uj X EASEMENT AREA - BUILDING DATA 1 � '� N o o a a w " \ (426 63 S.F.) 20' SIDE YARD SETBACK - - � , , Z Z - \ LL tS� b EXIST. GRA55 DRIVEWAY EXIST. UTILITY \ (DWELLING) ------- _ - - EXIST. I-STORY ND. FR. - PLANS ~ w `� a 0 J \, —POLE (TYP) - - - - , ,' z in Z >- a OI , , , , E 12.2 x20.3 GARAGE _ w o w _j a 0 Z ' ; y �0,34 I o '''� 'I\ ELEVATIONS M La_3 a ° 20 E N'►aq 20' 1 - BUILDING SECTION o _ n o w l35.12' I 55.8 \ EXIST. IRREGULAR WIRE FENCE 0 � F' M Ir z a w EXIST. GRAVEL 1�RlVE Al^, o Z,I I N \ I rn rj�- 1 OL�. POLE BARN: a a L p a \` ,\ I In (Upc� a � N \ "\ AREA #2 1'I III EXIST. I-STOR`�' i' �' r - BUILDING DATA m Z _ w n AGRICULTURAL \' I I O M I- \ �\ 5TRU07URE AREA j� 9 �'I WD. FR. 6ARfj(GE vo - FLOOR PLANS w a o w x \ \ (104,486 5.F) \ O_ > w F- L) OI ❑ I IN a rnN = o � x \ rn o �� %/ I a0 51�- 1OJ POLE BARN: o � coiaaaa3 \ LIMIT OF EXIST. AREA OF MOWED C _ PLANS 5 �I ui z I A A 7 DEEP - FLOOR \ \ EXIST. SEPTIC TANK 4 LEACH INC POOL l� I I 3 HOLE PROJECT: \ 2Z 35 O'er, I s -a C R E E K n> 5D- 106 POLE BARN: EXIST. 1-1/2 STORY BUILDING SECTION DHC LAND, LLC �,i I -I \ WD. FR. DhyELLING oei i - ELEVATIONS o FARMHOUSE: TIDAL WETLAND BOUNDARY A5 - BUILDING DATA \ \ ; m \ 9 DELINEATED BY _ a x x I \ c� EN-CONSULTANTS ON FLOOR PLANS 4180 NEW SUFFOLK AVE \ MAY 4, 2021 \ I ; 0� o i , i 5I�- 108 FARMHOUSE: MATTITUCK, NY 11952 FLOOR PLANS 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECTS 51TE PLAN 4 IS \ I DRAWING TITLE: SUBJECT TO VERIFICATION BY A LICENSED \ I I LL 1 im o PROJECT LOCATION & SCOPE SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S \\\ \ EXIST. NE I' m I �N mSITE PLAN & ZONING DATA I (V BEST OF KNOWLEDGE. \ \ N 35• I �� IN_ p' 2. SURVEY INFORMATION WAS OBTAINED FROM WOO5 F D �\ I w A SURVEY DATED JUNE 50, 2014, MOST \ \ o \ •� , , S? I, I �� i�--MEAN HIGH WATER MARK RECENTLY REVISED FEBRUARY 07, 2024, AND \ N PREPARED BY: EXIST. FIRE \ I I 1 I J PAGE: KENNETH M. WOl'CHUK LAND SURVEYING, PLLG \ N9 HYDRANT \ ��� NI 10-02.00 51q°51'12"E P.O. BOX 155 \ � \\\p � 112P8I-3 \ I6.35' EXIST.AQUEBOGUE, NY II0131 PHONE: (631) 2c0-1588 IRRIGATION SD-1.01. WELL HEAD EXIST. 3. ELEVATIONS REFERENCE NAVD Idla5 p5.0"II HIRE- EXIST. ROW OF 4 FENCE I.578°4-►10 WIDE Rp.W� - PROJECT / ZONING DATA /�, \ SPRUCE TREES Op1- -10-02 o ago�_._. ---" _ 1'— E��ING w DATE: 06/03/26 1 OF 8 ° - �o W N7/ 39 \\ TM 1000 JL-fUR� �2ow of B 5 I pU8L1G TAX MAP # 1000-1115-10-01.001EXIST. EDOE 4 ZONING DISTRICT R-80 CONFORMING N24e38'306-7 W _`\ `_`\`\ ° \ OF PAVEMENT ,a,4-I 1p 1^I - - E - i DBL GIyIP'CER II o' LIN N�LOT AREA 14.2: ACRES \\\ \ O -�' � _ 20.0' A 0 .� EXIST. AREA OF FEMA FLOOD ZONES X EL. 6 � AE W I �- 3 R , 1 - D I '1q: DOCK 05 D 5 B N _ G 1 G SOUTHO D TRUSTEES, U C _ L IOaOIA: DEMOLITION + UTILITIES � / N1r5 DEC NJL: #I-4738-0428l/00002; 10/15/17 PENDING: #I-4-738-04281/00003• D LLC i .f•.. , EXIST. ARBORVITAE n a. SUFFOLK COUNTY HD APPROVAL -- ----- PENDING7. w '' SITE PLAN SCALE: I" = 50'-O" OFFICE LOCATION: MAILING ADDRESS: w Town Hall Annex �� P.O. Box 1179 54375 State Route 25 " Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NYC Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 3, 2026 Anthony M. Portillo, R.A. AMP Architecture P.O. Box 152 Mattituck, NY 11952 Re: Notice of Incompleteness for Proposed DHC Land Site Plan Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 Dear Mr. Portillo: I am writing as a follow-up to the Work Session held on June 1, 2026 where the Planning Board found the above-referenced Site Plan Application as incomplete for review. Before the Planning Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Application Materials a. Provide a cover letter describing the proposed project and site operations, including the intended use of each structure, anticipated agricultural and/or aquaculture activities, number of employees, and proposed hours of operation for the farm stand, consistent with the current site plan submission. Please identify which structures and site areas will be open to the public and which will be restricted to agricultural operations and employee use only. b. Submit an updated Notice of Disapproval. c. Submit a property survey certified by a licensed land surveyor. 2. Site Plan Revisions a. Revise Sheet G-001.00 as follows: i. Use a dotted line to distinguish the reserve area from the development rights sold area. DHC Land Site Plan Page 12 June 3, 2026 ii. Add a notation to "Area #2 Roadway Asphalt" stating "To Be Dedicated to the Town of Southold." iii. Show the location of the nearest fire hydrant. b. Provide a new sheet depicting the Proposed Development Area at the same scale shown on the current Sheet G-005.00 (V = 30'). i. Clearly identify and label all proposed surface materials, including but not limited to grass, gravel, pavers, asphalt, and other paved surfaces. ii. Identify and label all parking areas intended for farm stand customers and indicate the number of parking spaces to be provided. Demonstrate compliance with the parking requirements of Chapter 72, including the provision of at least four off-street parking spaces and adequate unimproved on-site parking equivalent to one parking space for each 200 square feet of retail sales area. iii. Provide dimensions for all proposed buildings, driveways, and access aisles, including driveway widths and turning radii, as applicable. 3. Utilities and Environmental Controls a. Provide the location and design details of the proposed sanitary system, including supporting sanitary calculations. b. Submit an erosion and sediment control plan. 4. Lighting and Photometric Information a. Full-size Photometric Plans and Lighting Details will be required for final plan submission. For purposes of the current site plan review, digital copies are acceptable. However, the materials submitted are not legible and do not provide sufficient information for staff review. Please revise the submission to include, at a minimum, the following: i. Proposed hours of operation and lighting control methods (timers, motion sensors, etc.). ii. Total lumens for all fixtures and the total square footage of areas to be illuminated. iii. Color temperature for all proposed light sources, as required by §172- 5C(3). iv. Documentation demonstrating compliance with maximum footcandle levels at all illuminated surfaces, as required by §172-5C(2). Based on the submitted calculation summary table, proposed footcandle levels appear to exceed permitted limits. v. Total lumen output for all fixtures and total site acreage to allow staff to verify compliance with the maximum lumen-per-acre limits applicable to residential districts under §172-5C(2). Based on preliminary calculations, DHC Land Site Plan Page 13 June 3, 2026 the submitted plan appears likely to exceed permitted limits; however, verification is not possible until legible photometric data is provided. To facilitate an efficient review process, staff is available to schedule a Zoom meeting to discuss these comments and submission requirements. Additionally, applicants are encouraged to submit a draft electronic site plan (PDF) addressing the items above prior to printing multiple plan sets. This will help streamline the review process and reduce the need for subsequent revisions. Once the application is ready for formal resubmission, please provide a minimum of nine (9) revised Site Plan sets incorporating the items listed above, each bearing the seal, signature, and date of the New York State licensed professional responsible for preparation of the plans. If you have any questions regarding this application or the review process, please contact this office at (631) 765-1938. Respectfully, Kom a - Mara Cereo Planner Svb-F POI Me, tJH MG-Ke Submission Without a Cover Letter APR Z 3 2026 PLAUN + Name: 3robV-e Epperson �`ft 1 P .trChl4cciur-C Project Title: 'Di4G Land sl k U" 1c n SCTM#: 1000 - I t S - [b " I - I Date: / L� Z"7D I -)02(O Details of Submission: -Av oltcaA-I 6-y' � oD A-P ccards 7°r F�F i d a�vt Al e-n,+ A,+,,,,,f, - SOUTHOLD PLANNING BOARD APR 2 3 2026 SITE PLAN APPLICATION FORM SOUTHOLD TOWN PLANNING BOARD Site Plan Name and Location Site Plan Name: DHC LAND, LLC Application Date: / 22- / 2,Qo Suffolk County Tax Map#1000-115 - 10 -01.001 Other SCTM#s Street Address: 4180 NEW SUFFOLK AVENUE Hamlet: MATTITUCK Distance to nearest intersection: 938' EAST OF MARRATOOKA ROAD Type of Site Plan: X New Amended Residential Zoning District R80 CONFORMING Owners/Agent Contact Information Please list dame, mailing address, and hone rmmbet for the )eo le below Property Owner DHLC LAND, LLC Street PO BOX 2218 City SOUTHAMPTON State NY Zip 11968 Home Telephone Other 631-433-3123 Applicant WILL PECKHAM (DHC LAND, LLC) Street PO BOX 2218 City SOUTHAMPTON State NY Zip 11968 Home Telephone Other 631-433-3123 Applicant's Agent or Representative: Contact Person(s)*AMP Architecture(Anthony Portillo) Street MAILING PO BOX 152 City MATTITUCK State NY Zip 11952 Office Telephone631-603-9092 Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan.application Form 2,18.010 Site Data Proposed construction type: X New Modification of Existing Structure X Agricultural Change of use Property total acreage or square footage 620,542 �/sq. ft. Site Plan build-out acreage or square footage: 89,281 N./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes X No If yes, explain: There is a town of Southold PDR agricultural easement on a ortion of the prope Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date 03 /25 /2026 Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Agricultural Production List all proposed property uses: (1)Agricultural Barn, (1)Agricultural production building and (1) single family dwelling Other accessory uses:_ Existing lot coverage: 0 % Proposed lot coverage 9.9 % Gross floor area of existing structure(s) 0 sq ft. Gross floor area of proposed structure(s). 5,499 s.f. Parking Space Data: #of existing spaces: 0 # of proposed spaces: 12 Loading Berth: Yes No x Landscaping Details: Existing landscape coverage: % Proposed landscape coverage 72.7 % Wetlands: Is this property within 500' of a wetland area? Yes X No Maybe 1, the undersigned, certify that all the above information is true. Signature of Preparer Date: 22 2C4 2 Site Plan Application Form 2,'18?010 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 25, 2026 TO: Brooke Epperson(DHC Land LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated January 22,2026: For a permit to: construct a barn for agriculture&aguaculture processing and production(one farm operation) and to construct(2)additional agriculture production buildings with associated single-family dwelling at: Location of property: 4180 New Suffolk Avenue. ;Mattituck, NY County Tax Map No. 1000—Section 115 Block 10 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed construction requires site plan approval from the Southold Town Planning;Board. You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: b VA L L �l- Last,First, middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No-$— a If you answered"Yes"complete the balance of this form land date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant; or D. the actual applicant Description of Relationship: Submitted this lD day of e '1�20 rLb Signature _ 04�d�� Prink Name �� �, ��c, KA,_ Disclosure Form APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Pei being duly sworn, deposes and says that he resides at S in the State of New York, and that he is the owner of property located at 4180 New Suffolk Avenue, Mattituck , SCTM�1#1000-115-10-01.001 or that he is the �llav`�y:vt` �v�',w1t l of the b*, 1,,G v / LUQ (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed 6 (Partner or Corporate Officer and Title) Sworn to me this da of p<< 20 2-41 V4 Notary P Eon% Deborah ' �r►ornar`,"S Now'PUW NO oPNew YM * j*_ No.01OR628M QoAMW in SAO&COMW Commis MFg1M05/13aQW Applicant Authorization of an Agent I/We, y`1��� �t�� w� �C i y aut rized applicant for a site plan application on the property identified as SCTM#1000-115-10-01.001 in Matittuck , NY, herby authorize AMP Architecture to act as our agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. Signature G -2 --- Sworn before me this 13 day of Api, 20_4L Notary1-4-L ;!—!QA Public .`'-kl TEOc D*oohOdowcki NaTAW Notary Publiq Stale of New York * PIIEnX j*_ No.01OR6280-W2 - Qoelifled in Suffolk:Cmigy •,' WiiCl�..�� Commission Expires 05/13/20 '4noilo" Execution Version OPERATING AGREEMENT OF DHC LAND LLC This Operating Agreement is made this 241h day of July,2023 by and between the following parties: 1. WROC, LLC, a New York limited liability company with a principal place of business at PO Box 2218, Southampton,NY 11968 ("WROC" or the initial "Class A Member"); and 2. Dirt Capital Partners 2023, LLC, a Delaware limited liability company with a principal place of business at 32 Main Street, Suite 203A, Chatham, NY 12037 ("DCP" or the initial "Class B Member"). WITNESSETH: WHEREAS, the Company was formed on the 6th day of July, 2023 (the "Filing Date")by the filing of a Certificate of Formation (the "Certificate") with the Secretary of State of the State of Delaware; WHEREAS, the Members wish to provide for the operation and management of the Company for the purposes stated herein; and NOW,THEREFORE, in consideration of the mutual covenants set forth herein,and other good and valuable consideration, the parties agree as follows: ARTICLE I DEFINITIONS 1.01 The following terms used in this Operating Agreement shall have the following meanings (unless otherwise expressly provided herein): (A) "Act" shall mean the Delaware Limited Liability Company Act as set forth in Title 6, Chapter 18, of the Delaware Code, as amended and in effect from time to time. (B) "Adiusted Capital Account Deficit" means the deficit balance (if any) in a Member's Capital Account as of the end of any taxable year of the Company, after(i) crediting to such Capital Account any amount which such Member is obligated to restore pursuant to this Operating Agreement or is deemed obligated to restore pursuant to the minimum gain chargeback provisions of Regulation Section 1.704-2(f)and(g),and(ii)charging to such Capital Account any adjustments, allocations or distributions described in the qualified income offset provisions of Regulation Section 1.704-1(b)(2)(ii) which are required to be charged to such Capital Account pursuant to this Operating Agreement. (C) "Affiliate" means, with respect to any Person, (i) any Person directly or indirectly controlling, controlled by, or under common control with such Person, (ii) any Person owning or I (01431623.0 } 4864-4842-6346,v. 6 DocuSign Envelope ID:EA4ED40B-294A-4A1A-B8B1-AEIAFF20906E The undersigned, being all the Members of the Company, hereby agree, acknowledge and certify that the foregoing Operating Agreement constitutes the sole and entire Operating Agreement of the Company, unanimously adopted by the Members of the Company as of the date first written above. MEMBERS: Class A Member WROC, LLC DocuSigned by: (I�iIL Puk6* Will Peckham,Authorized Signatory Class B Member Dirt Capital Partners 2023,LLC EDacuSigned 6y: era I SV'au, w E99G934967BA46C Jacob Israelow,Authorized Signatory 29 ;01431623.0} 4864-4842-6346, v. 6 Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: �i)1�l 1�t_� . JL Y�__\�&CAA A/ Last,First,middle initial unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the otherperson's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes N 4 If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this L day of� },,►20`llp Signature Print Nam Disclosure Form MaTROWIEV Town of Southold APR 2 3 2026 LWRP CONSISTENCY ASSESSMENT FORM ,oU,M DLO t'OVO4 PiAN NIG BOARD A. INSTRUCTIONS l 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 significant 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# 115 - 10 - 01.001 PROJECT NAME DHC LAND LLC The Application has been submitted to(check appropriate response): Town Board X❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ L 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: (1)Agricultural Barn, (1)Agricultural production building and (1) single family dwelling Location of action: 4180 NEW SUFFOLK AVENUE, MATTITUCK Site acreage. 14.2 ACRES Present land use: VACANT/AGRICULTURAL PRODUCTION Present zoning classification: R80 CONFORMING 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: DHC LAND, LLC (b) Mailing address: PO BOX 2218, SOUTHAMPTON, NY 11968 (c) Telephone number: Area Code( ) 631-433-3123 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 0 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. L^l Yes ❑ No ❑ Not Applicable The proposed agricutural structures and single family dwelling are permitted uses within this area.The parcel will remain largely undeveloped. Neighboring oropertiec to the North have agricultural hijildinac and dw _llinAc 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 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section HI—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No FXI Not Applicable 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 ❑ Yes ❑ No 0 Not Applicable 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 0 Yes ❑ No ❑Not Applicable All proposed structures will have storwater catch systems.Any structures requiring a septic connection will be part of an innovative and Alternative Qnsi a Wastewater System. Attach additional sheets if 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 ❑X Not Applicable 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❑ Not Applicable The proposed agricultural use will not have an adverse affect on surrounding properties. 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. 0 Yes ❑ No ❑ Not Applicable All proposed structures requiring a septic connection will flow to an IA OWTS. 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. ❑ Yes❑ No Z Not Applicable 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 Attach additional sheets if necessary Policy It. 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. X❑ Yes ❑ No ❑ Not Applicable The proposed work is outside of a 100' setback from the top of the Wetlands dune. The applicant is a licensed mariculture operation and the agricultural operation comprises production of shellfish and terrestrialcrops. 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. Yes ❑ No❑ Not Applicable A large portion of this property will remain undeveloped. There is a TOS PDR easement on a portion of this property. All development is proposed within the portion of the property retaining development rights. 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 ❑X Not Applicable PREPARED BY bAk i2c. Cp TITLE ,,(P-nA- DATE '� Z Amended on 8 105 Full Environmental Assessment Form APR 2 3 2026 Part I-Project and Setting ,SOUTHOLD 3OWq pt..:WkVG 90AW Instructions for Completing Part I Part I is to be completed by the applicant or project sponsor. 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;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes'or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part I is accurate and complete. A. Project and Sponsor Information. Name of Action or Project: DHC LAND, LLC Project Location(describe, and attach a general location map): 4180 New Suffolk Avenue, Mattituck, NY 11952 1 Brief Description of Proposed Action(include purpose or need): (1) agricultural Barn, (1) agricultural production building and (1) Single Family Dwelling Flame of Applicant/Sponsor: Telephone: 631-603-9092 _ AMP Architecture (Anthony Portillo) E-Mail: bepperson@amparchitect.com Address: PO Box 152 Ciry/PO: State: NY Zip Code: Mattituck 11952 Project Contact(if not same as sponsor;give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: 631-848-8734 Will Peckham E-Mail: will@westrobins.com Address: PO_ Bo_x 2218 City/PO: State: NY Zip Code: Southampton 11968 Page I of 13 B. Government Approvals B. Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑YesMNo or Village Board of Trustees b.City,Town or Village I4Yes❑No Southold Town Planning Planning Board or Commission Board Site Plan A roval c. City Council,Town or ❑YesCKNo Village Zoning Board of Appeals d.Other local agencies ❑YesCKNo e.County agencies WYes❑No Suffolk County Health Department f.Regional agencies ❑YesCRNo g. State agencies ❑Yesui to h. Federal agencies ❑YesmNo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated inland Waterway? X)Yes❑No ii. is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑YesMo iii. Is the project site within a Coastal Erosion Hazard Area? ❑YeslgNo C. Planning and Zoning C.I. Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the ❑Yes�(No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑YesNNu where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located'? b. Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑YesXNo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) if Yes, identify the plan(s); c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes(gNo or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. EgYes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? R80 Conforming- b, Is the use permitted or allowed by a special or conditional use permit? NYes❑No c. Is a zoning change requested as part of the proposed action? ❑Yes[XNo If Yes, i. What is the proposed new zoning for the site? — C.A. Existing community services. a.In what school district is the project site located? Mattltuck-CL1tSh0U - lni0n ErP.e - — b.What police or other public protection forces serve the project site? Southold Town Police c. Which fire protection and emergency medical services serve the project site? Mattituck Volunteer Fire Department d.What parks serve the project site? Mattituck-Laurel Parks District_— - D.Project Details D.I. Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational: if mixed,include all components)? Agricultural Production, processing b.a.Total acreage of the site of the proposed action? 14.2 acres b.Total acreage to be physically disturbed? _ 2 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 14.2 acres c.Is the proposed action an expansion of an existing project or use? ❑Yes No i If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g., acres,mites,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes R to If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/conservation layout proposed? ❑YesWo iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes D(NO i. If No,anticipated period of construction. $ months ii- If Yes: • Total number of phases anticipated • Anticipated commencement date of phase t (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: --- Page 3 of 13 f. Does the project include new residential uses? CgYes[]No If Yes,show numbers of units proposed. One Family, Two Famila Three Family Nlulti le Family four or more Initial Phase _ At completion of all phases g. Does the proposed action include new non-residential construction(including expansions)? IRYesQNo If Yes, i.Total number of structures 2 ii. Dimensions(in feet)of largest proposed structure26-3 1/2"height; 48'-0" width; and 62'-0" length iii. Approximate extent of building space to be heated or cooled: 2.976 S.F. square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any ❑YesX.Ko liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ri If a water impoundment,the principal source of the water: Ground water 0 Surface water streams❑Other specify: W. If other than water, identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill, rock,wood,concrete). D.2. Project Operations a. Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yesg\�� (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc_)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv Will there be onsite dewatering or processing of excavated materials? ❑Yes No If yes,describe. — v What is the total area to be dredged or excavated? acres vi What is the maximum area to be worked at any one time? acres vii What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑Ycs[RNo ix_ Summarize site reclamation goals and plan: b. Would the proposed action cause or result in alteration of, increase or decrease in size of,or encroachment ❑YestRNo into any existing wetland, waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody_ which would be aftected(by name,water index number; wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will proposed action cause or result in disturbance to bottom sediments? ❑YesMNo If Yes,describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes�4M If Yes: • acres of aquatic vegetation proposed to be removed: _ - • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g. beach clearing,invasive species control,boat access): _ • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: //nn i. Total anticipated water usage/demand per day: LJ� gallons/day ii Will the proposed action obtain water from an existing public water supply? [$Yes❑No If Yes: • Name of district or service area: Suffolk County Water Authority • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? [ZYes❑No ■ Is expansion of the district needed? ❑YesX No • Do existing lines serve the project site? I$Yes❑No iii Will line extension within an existing district be necessary to supply the project? Dyes XNo If Yes: • Describe extensions or capacity expansions proposed to serve this project; _ • Source(s)of supply for the district: iv is a new water supply district or service area proposed to be formed to serve the project site? ❑ Yes®No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d. Will the proposed action generate liquid wastes? Yes ONO If Yes: i Total anticipated liquid waste generation per day: 5572 gallons/day ii Nature of liquid wastes to be generated (e.g.,sanitary wastewater, industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary, Gray water/kitchen/greenhouse iii. Will the proposed action use any existing public wastewater treatment facilities? ❑YesXNo If Yes: • Name of wastewater treatment plant to be used: • Name of district: _ • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑YesXNo • Will line extension within an existing district be necessary to serve the project? ❑YesRNo If Yes: Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): Proposed private I/A OWTS vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes54No sources(i.e,ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i.How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii Describe types of new point sources. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yes❑No iv Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? XYes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions, including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? tf Yes, identify: i. Mobile sources during project operations(e.g.,heavy equipment, fleet or delivery vehicles) ii Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g. Will any air emission sources named in D.Z.f(above), require a NY State Air Registration,Air Facility Permit, ❑Yes14No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i Is the project site located in an.Air quality non-attainment area? (Area routinely or periodically fails to meet Eh,es❑\e ambient air quality standards for all or some parts of the_year) id: In addition to emissions as calculated in the application,the project will generate: Tonsiyear(short tons)of Carbon Dioxide(CO,) Tonsiyear(short tons)of Nitrous Oxide(N,O) • Tons/year(short tons)of Perfluorocarbons(PFCs) _ Tons/year(short tons)of Sulfur Hexafluoride(SF6) Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) !Tonsiyear(short tons)of Hazardous.Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including, but not limited to,sewage treatment plants, ❑YeQNo landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity, flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? ICYes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes[RNo new demand for transportation facilities or services? If Yes: i When is the peak traffic expected(Check all that apply): ❑Morning ❑ Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing Proposed_ Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yeso No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within mile of the proposed site? ❑Yes[RNo vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes[RNo or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑YesMNo pedestrian or bicycle routes? k Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes64No for energy? If Yes: i Estimate annual electricity demand during operation of the proposed action: _ ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade to,an existing substation? ❑YesMNo I.Hours of operation. Answer all items which apply. i During Construction: ii. During Operations: • Monday-Friday: 7:30am -4:30pm a Monday-Friday: 7:30am-4:30pm • Saturday: $atp-2pm 0 Saturday. 7:30am-4:30pm _ • Sunday: _ N/A Sunday: • Holidays: N/A _ Holidays: Page 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction. ❑Yes 5&No operation,or both? If yes: i Provide details including sources,time of day and duration: ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes RNo Describe: n.. Will the proposed action have outdoor lighting? D(Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Sconces on sides of building ballusters at oarkig areas ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes MNo Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes Ito If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑YesXNo or chemical products 185 gallons in above ground storage or any amount in underground storage? I f Yes: i Product(s)to be stored ii Volumc(s) per unit time (e.g.,month,year) iii Generally describe proposed storage facilities: q.Will the proposed action(commercial, industrial and recreational projects only)use pesticides(i.e., herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Nlanagement Practices? ❑ Yes Ci t o r. Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes RIo of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation : tons per (unit of time) ii Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: iii Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Paae 8 of 13 s. Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting. landfill,or other disposal activities): ii Anticipated rate of disposal/processing: • Tons/month, if transfer or other non-combustion/thermal treatment,or • _Tons/hour,if combustion or thermal treatment iii if landfill,anticipated site life: years t. Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑YesVNo waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii.Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.L Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ® Residential(suburban) Rural(non-fans) CK Forest Z Agriculture N Aquatic ❑ Other(specify): ii. If mix of uses,generally describe- b. Land uses and cover-types on the project site. Land use or Current :Acreage After Change Covertype Acreage Project Completion (Acres+/ ) • Roads, buildings, and other paved or impervious 0 1,316 s.f. 03 acres surfaces • Forested 0 0 0 • Meadows,grasslands or brushlands(non- 0 0 agricultural,including abandoned agricultural) 0 • Agricultural 4.416 s.f. .1 acres (includes active orchards,field,greenhouse etc.) 0 • Surface water features 0 0 0 (lakes,ponds.streams,rivers,etc.) • Wetlands (freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe: Page 9 of 13 c. Is the project site presently used by members of the community for public recreation? DYAKNo i. If Yes: explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals, licensed ❑Yes[XNo day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identifv Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: iii Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes[ZNo or does the project site adjoin property which is now,or was at one time.used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation: ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: iii Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑YesXNo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i Describe waste(s)handled and waste management activities,including approximate time when activities occuiTed: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes®No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): _ ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii If site has been subject of RCRA corrective activities,describe control measures: iii Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No If yes,provide DEC ID number(s): iv. if yes to (i),(ii)or(iii)above;describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑YeQNo • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes[gNo • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? N/A feet b.Are there bedrock outcroppings on the project site? ❑YesUNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: Brown Silty Loam % Brown Loamy Silt % d. What is the average depth to the water table on the project site? Average: feet e.Drainage status of project site soils:9 Well Drained: 80 %of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site F...Approximate proportion of proposed action site with slopes: 0 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yeso 1f Yes,describe: h.Surface water features. i_ Does any portion of the project site contain wetlands or other waterbodies(including streams, rivers, ❑YesCfo ponds or lakes)? u Do any wetlands or other waterbodies adjoin the project site? UYes❑No If Yes to either i or ii,continue. If No,skip to E.2.i_ iii Are anv of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv For each identified regulated wetland and waterbody on the project site,provide the following information.- Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No.(if regulated by DEC) v .Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired El Yes®No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: _ i. Is the project site in a designated Floodway? ❑YesgNo j. Is the project site in the 100 year Floodplain? ❑YesXNo k. Is the project site in the 500 year Floodplain? ❑YesX1No 1.Is the project site located over,or immediately adjoining.a primary_principal or sole source aquifer? ❑Yes?No If Yes: i Name of aquifer: Page 1 I of 13 m. Identify the predominant wildlife species that occupy or use the project site: n.Does the project site contain a designated significant natural community? ❑YesD&No IFYes: i. Describe the habitat/community(composition,function,and basis for designation): ii. Source(s)of description or evaluation: iii Extent of coinmunityihabitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesuNo special concern? q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ®Yes❑No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number Suffol(CntinlV Di$trint 1 b.Are agricultural lands consisting of highly productive soils present? ❑YesRNo i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to.a registered National ❑YesUlo Natural Landmark? If Yes: i Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark, including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ®Yes❑No If Yes: i CEA narne: De�le Creek adiacant but included in ii Basis for designation: iii Designating agency and date: TOW2pLSOutilald /n9/1990 Page 12 of 13 e. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑YeQNo which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii.Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑YesENo archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑YesRNo If Yes: i.Describe possible resource(s): — ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes[NNo scenic or aesthetic resource? If Yes: i. Identify resource: ii.Nature of or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑YesCRNo Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑YesZNo F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. C. Verification I certify that the information provided is true to the best of my knowledge. Date 2w�22 ApplicanvSponsor Name—. _�\—�1(L�1 t�.e. �°�cz_ Signature Title l PRINT FORM Page 13 of 13 OFFICE LOCATION: ,r��o CQG''_ MAILING ADDRESS Town Hall Annex P.O.Box 1179 54375 State Route 25 0 ' Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) ,2r Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov tiro! � PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: April 24, 2026 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name &Type Tax Map# Amount Check Date/No. DHC Lane Agricultural Site Plan 115.-10-1.1 $500 4/24/26 - #194 67 & Sound LLC JAM Att. Presubmission Materials fQ TOWN OF SOUTHOLD MAR 2 6 2026 BUILDING DEPARTMENT SOUTHOLD,N.Y. SOUTHOLD TOWN PLANNING BOARD NOTICE OF DISAPPROVAL DATE: March 25, 2026 TO: Brooke Epperson(DHC Land LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated January 22,2026: For a permit to: construct a barn for agriculture&aquaculture processing and production (one farm operation),and to construct(2)additional agriculture production buildings with associated single-family dwelling at: Location of property: 4180 New Suffolk Avenue, Mattituck,NY County Tax Map No. 1000—Section 115 Block 10 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed construction requires site plan approval from the Southold Town PlanningBoard. oard. You may now apply to these agencies directly. 9 - Autborizeif Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board i D H %",,o L AN 9 • IIn L1J p DEMOL I T I ON O EX I ST I NO RESIDENTIAL DWELL I NO, 5 NDONMENT AREA #I: C RESERVE/ . W OF EX I STI NO SAN I TARP S`rSTEM EX I STI NO OIL TANK DEVELOPMENT � � PROPOSED FARM STAND cc ,fir o _ o .+r..w...�-, PROPOSED (2) AOF.I CULTURAL PRODUCTION SU I LD I NOS � x cv PROPOSED POLE BARN _ __— — — — as->.� 4'�'3q' o # - ..� � o o PROPOSED FARMHOUSE ;44 e�, Cl ENNOU5E5 W�I�N81r1E1-1- _-- — - N U s i Cf Ira DWELLING w/ PUBLIC ttx , U F O 1- p i r 1 WATER � 1 _ _ -- ___ ---- -- -- -------- APPROX. LOCATION OF - i NEARBY PRINCIPAL .. ` i r., - E 1 — DWELLING STRUCTURE ' 'fR �- q6 1 1 INS _ - L K ------------- e 0 SUBJECT PROPERTY RON _ i W z a _ — IV 1 DWELL.INGT/ 1 — — -- -__ cn _ — (10) 0i'xlq' U PARGIING SPACES PUB — / I I SET A K tom"=•, ,� s r h o r D --------- LOCATION MAP EXIST. DRAINAGE 'iaa40�✓©°E FARM 5"1�040 q�O„� - / II I EXIST. HEDGE ROW • \ GRATE N SGTM #1000-115-10-01.001 STAND 13 _ _ - I '-'o Sbq°36'S0"E SCALE: NTS �— R=20.00' +\,' \ __ - ' PROP. r a; 43.82' 31 �, AGRICULTURE _ I ,r�% PRO �� � � " / 1 L=35.83 165 PERVIOUS `J \ 0, AREA #I: RESERVE/ ► DRIVE /" �� / DEVELOPMENT (8a,251 S.F.) ---� ���� ,' �' ';% LANDWARD LIMIT OF �-- Oz�J ,'��/- ',; ;,;;;��`, TIDAL WETLANDS 15 EQUAL LOT COVERAGE-� a\ AREA #2 O� ° i i ���� ',' i' TO BOTTOM OF BANK A ry -- \ e, ROADWAY ASPHALT '\;' (113 S.FJ , , q, __ _ ,'�?y r l /3 OLD TOWN CODE SECTION 280-04 n1 SOUTH \`�° \ nA It I ' O� �/y/ ��/w�, l'k// l IY) 96 LOT W "p DESCRIPTION (FOOTPRINT) AREA COVERAGE Q \ t- PROP. NORTH p 0 PROP. N O \ AG. PROD. TOTAL LOT AREA 620,542 S.F. \\ \ It BLDG. / LINES i /i'/ ''� / HATCHING INDICATES (SGTM #1000-115-10-OI.001) /J NON-DISTURBANCE BUFFER LOT AREA 8Q 251 S.F. (AREA #I: RESERVE/DEVELOPMENT) PROF'. SOUTH /�' /'it l \ \ r AS,-PROD. L.P. 1 ' / ','„ E P BUILDABLE LAND (u 7a055 S.F. BLDG. ' ;; �C,, � D E (AREA #I. RESERVE/DEVELOPMENT) \ \ I / �'/�/'��'✓'' / W G R E EEK 10 S.T. � ��i �G/�� ✓�/, u I � � \ I .i� ,' u I 0 EXISTING GARAGE 251 S.F. 0.390 \ i MIN. ' / '' 4 z APPROVED PIER w/ 4-WIDE I f ,T ,i j DEC- $ TRUSTEES-APPROVED DOCK 137 S.F. 0.296 Q� ACCESS PATH THROUGH O.T. �� �/ ,';'',�,} /, ( ' I -�z Q NON-DISTURBANCE BUFFER PER DEC, 1, ' , r ,' m (L PERMIT No. I-4738-04281/00003 8 PROPOSED FARMHOUSE w/ DECK 1,516 S.F. 1.7% \ PROP. BURIED II PROP. --- - / _ ,� ','', ',�', III rn I POLE ----- - ---y ER 5� _ O Q TRUSTEES PERMIT NO. 1057Q \ f- L__ I I / PROPOSED POLE BARN 2,0t76 S.F. 3.890 WATER SUPPLY A LINES EXIST. WIRE I BARN �� �I TO UPPL �� ` PROPOSED AGRICULTURAL 1,440 S.F. 1.890 \ O \ \ FENCE TO BE I /' �OGK ,' '' LIMIT OF EXIST. TREE LINE y \ \ \ REMOVED Ii �� /' / �� ,/ , PRODUCTION BUILDING (SOUTH) (EXISTING CLEARING) ',� /I' PROPOSED AGRICULTURAL cn SGTM #1000-115-10-01.001 ► I/ '' EXIST. I-STORY ND. FR. DWELLING w/ PRODUCTION BUILDING (NORTH) 1,440 S.F. 1.8Y AGRICULTURE WELL IN BASEMENT TO BE TOWN DEVELOPMENT RIGHTS DEMOLISHED WELL TO BE PROPOSED FARM STAND 288 S.F. 0.496 \ \ p (2) a'xla' PARKING I I i � �-y-a--'�i '' '�I ' �� O ,p°, ABANDONED PER SGDHS STANDARDS. \ SPACES UPON I/A OWTS 1 iL•P• !� ;Iz _�y F\ �� I W TOTAL AREA OF ALL STRUCTURES 7848 S.F. 01.0{90 r (PROP. SEPTIC SYSTEMS i w „t / EXIST. GONG. COVER; V.I.F. STRUCTURE \ \ DESIGNED BY OTHERS) I P�q' E�rT--9 BELOW 8 ABANDON IF CONNECTED TO FARM- w �- / rn MAXIMUM LOT COVERAGE ALLOWED: 2090 L \ EXIST. SANITARY SYSTEM 9 -- HOUSE TEST I - "BUILDABLE LAND"EXCLUDES ALL LAND SEAWARD OF THE TOP OF BLUFF LINE,AND LOT GOVERAE�E y DECK EXIST. OIL FILL GAP; EXIST. TANK PERCENTAGES ARE RELATIVE TO THE TOTAL BUILDABLE LAND AREA OF "AREA#1"• \ N\ \ AREA #2 m HOLE I, TO BE EMPTIED $ ABANDONED t �` TOWN OF SOUTHOLD - I r \ 25' SIDE YARD SETBAr-K / EXIST. CESSPOOL To BE ABANDONED Q 0+\ DEVELOPMENT RIGHTS (AGGESSORY STR'JGTURESi t 1 PER SGDHS STANDARDS �'� EASEMENT AREA 1� (426063 S.F.) p _-_ "�' EXIST. GRA55 DRIVEWAY '\ EXIST. UTILITY \ 20' SIDE YARD sETBAGK — — — — ___ ,';�� , PROJECT LOCATION & SCOPE u7 '\\ � \\ \� POLE (TYP) '\ (DWELLItvC) ---- --- --- i i- -- /, ,/// � ,' 2x2 X20.3TGARAGE FR, �-OO .00 z AA „E SITE PLAN & ZONING DATA \ I 54.64 20 E N�a°�20°l 1 NI O—®O2 .00 GENERAL NOTES o Y \\ \ IIq.52 35.12' 55.8 q EXIST. IRREGULAR WIRE FENCE EXIST. GRAVEL`ORIVEwAY, ZI 1 STRUCTURAL DESIGN CHARTS AREA 2 HOLDOWN, ANCHOR BOLT, AGRICULTURAL \' I ° °I / EXIST. I-STOR'�' I STRAPPING & NAILING DETAILS \ `\ STRUCTURE AREA \ j�I 9 s'I ND. FR. GARfj(GE w + \\ ,\\ (104,486 S.F.) \ o °oI l j I, N FASTENING SCHEDULE a LIMIT OF EXIST AREA OF MOWED GRA55\ M �1I ' h I � O w Z j I ro A DEEP O_00�""00 FRAMING GRAPHICS w \ \,\ EXIST. SEPTIC TANK 4 LEACHING POOL ^�' I I C R E E K PROJECT: `� -� BEAM CONNECTION PATTERNS 35° I'I FIREBLOCKING DETAILS EXIST. 1-1/2 STORY DHC LAND, LLC FR. DWELLING I ei i 0 A- I 0 I .00 FARM STAND: �° NN BUILDING DATA & SCHEDULES O TIDAL WETLAND BOUNDARY AS PLANS rn / / ` \\\ 9 DELINEATED BY SECTION ELEVATIONS & SECT N i o X x i \ fi EN-CONSULTANTS ON - DETAILS 4180 NEW SUFFOLK AVE \ , I o j \ MAY 4, 2021 MATTITUCK, NY 11952 I o i i I -20 I .00 POLE BARN: SITE LAYOUT NOTES: ;',, \\ I / I " . - BUILDING DATA I. TH15 15 AN ARCHITECT'S 51TE PLAN 4 15 "' I - FLOOR PLANS DRAWING TITLE: SUBJECT TO VERIFICATION BY A LICENSED \ `� \ I LL I / 1 Im O SURVEYOR. THE INFORMATION REPRESENTED `, `\ I I JI h� A-202 .00 POLE BARN: PROJECT LOCATION &SCOPE ON THIS SITE PLAN IS TO THE ARCHITECT'S EXIST. m' I j° ry FLOOR PLANS SITE PLAN & ZONING DATA BEST OF KNOWLEDGE. \ _ EDGE OF 35 I j of c I - DOOR + WINDOW SCHEDULES 2. SURVEY INFORMATION WAS OBTAINE'O FROM WOODS �\ w' I' - MINI SPLIT SCHEDULE A SURVEY DATED JUNE 50, 2014, M05T _ �\ 9 I, I OI �--MEAN HIGH WATER MARK RECENTLY REVISED FEBRUARY 07, 2024, AND o N\ I I I I 1 -2O�,QQ POLE BARN: PREPARED BY: `\ �+ \Ns�. EXIST. FIRE I % FLOOR PLANS PAGE: KENNETH M. WOYCHUK LAND SURVEYING, PLLG N9 HYDRANT 0 NI 02.00 Sla°51'12"E P.O. BOX 155 O \'\ �Q O \\ � � 1 ,ry ^� �I #1000-115�51D�NTIP�I, �� 16.35' - DOOR + WINDOW SCHEDULES AOUEBOGUE, NY I1a31 y EXIST. �, ,�i gGTM N -� R \ MINI SPLIT SCHEDULE G-001m00 PHONE: (631) 2Q8-1588 IRRIGATION \ 1 �i I `Oy> D� 51 83 ' WELL HEAD \ , ` EXIST. I \ __12 2 -20�-,00 POLE BARN: 3. ELEVATIONS REFERENCE NAVD I018E> 4p5.0 WIRE _ W - FLOOR PLANS \ EXIST. ROW OF u+ FENCE -V4"11O 1DE RO — \ SPRUCE TREES 200'1 �0 q4o� S — _ / A-2Orj ,QQ POLE BARN: DATE: 01 21 26 PROJECT / ZONING DATA \ \ /�7 \ -115_IO-O 5 ^�, ---"'"�� �__ �WEL�IN�'-fWER 1 OF 13 OGG F TREE IG wa ELEVATIONS / 1 R o a \ 3 P11 _ M � O I -� T U R -- 9 1 T' -- 1000 115 10 OI.001 ? _ 5 -F TAX MAP � 1 ,R-� o _ — _ o - DOOR WINDOW SCHEDULES \1 EXIST. EDGE \ \ OF PAVEMENT 1^I - D 'fE '1 — ZONING DISTRICT R 80 CONFORMING \ k ° a 4 - _ _ __- �, I BLIG I �— POLE BARN: --------------------- LOT AREA 14..2 ACRES SECTIONS 20.0' A o _ _ I P t.IG I - ENERGY TABLE EXIST. AREA OF ', _ WB Y• , �'.-��° / 1V MOWED GRASS - RISER DIAGRAMS �' r FEMA FLOOD ZONES X 4 AE (EL.=6') ��\\ SOUTHOLD TRUSTEES #1057q: DcOGK (APPROVED) l'U8L/ hrG D _9/ —"g-(b 1 _ __ �$LIG Wa I -2Q�"QQ POLE BARN: ; PENDING: DEIMOLITION + UTILITIES c 'IV/ � NY5 DEC NJL: #1-4738-042&1/00002; 10/15/17 - EGRESS FLOOR PLANS ; ` PENDING: #I-4738-04281/00003; EXIST. ARBORVITAE -208.00 POLE BARN: D SUFFOLK COUNTY HD APPROVAL _-__-____ TPENDING - DETAILS a LLC 20.0' -ACCESSIBLE PLUMBING DETAILS S 1 TE PLAN ` ;•ww SCALE: I" = 50'-O" I S„bt­ o, 0 �13 14L-1 IS G FOR INTERNAL USE ONLY [MoAR SITE PLAN USE DETERMINATION 17 2026 UTHOLD TOWN LANNING BOARD Initial Determination ��n � ��,, Date`Sent: Date: J �-J-�i� Project Name: Project Address: 5 _ h 'OQ Suffolk County Tax Map No.: 1000-� Zoning District: Request: l 1'lCu ` I S e � o Qp �� N supporting documentation as to proposed use or uses should (Note: Copy of Building Permit Application and supp g be submitted.) Y Initial Determination as to whether use is permitted: . Initial Determination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral: Date of Comment: P.D. Date Received: Comments:__ Signature of Planning Dept. Staff Reviewer Final Determination Date: ---/-J Decision. Signature of Building Inspector January 22, 2026 West Robins c/o Wilt Peckham WROC, LLC/ DHC Land, LLC 4180 New Suffolk Avenue Mattituck, NY 11952 To: Southold Building Department c/o Michael Verity Chief Building Inspector 54375 NY-25 Southold, NY 11971 Re: LetJ:er of Inter tt t- Develop 4180 New Swffolken Avue Matti u��NY-11.952 SCTM No. 1000-115.00-10.00-001.001 Dear Mr. Verity: This letter serves as our letter of intent to submit building permit applications for the following proposed structures within the development area of the property known as 4180 New Suffolk Avenue, Mattituck, NY 11952 [SCTM No. 1000-115.00-10.00-001.001], a 14.25 acre property in the R-80 zone. I purchased this parcel in 2023 from Peconic Land Trust after PLT sold a development rights easement to the Town over a portion of the property, while reserving a "development area"containing the existing farmhouse and accessory structures.All the proposed structures discussed herein are located within this unrestricted development area. I anticipate receiving`Bona Fide' determinations from the Southold Town Tax Assessor by the end of February. The subject farm parcel along with West Robins'deeded underwater oyster grant parcel [SCTM No. 1000-134.00-03.00-006.001], comprise our bona fide Farm Operation,' as defined in Southold Town Zoning Code §280-4.2 Additionally, the subject Premises and the underwater mariculture lands have been granted inclusion in Suffolk County Agricultural 'The current farm operation meets the definition of a"Bona Fide Farm Operation"pursuant to the Town Code with respect to the number of acres underproduction and average gross sales for the preceding two years. West Robins has been farming its underwater parcel since 2016 and cultivating the subject Premises since 2023. 2 Southold Town Code§280-4 provides(emphasis added): FARM OPERATION The lend, in�lusng un�Prwa;er_(ands used [LaSiu�3cu![ _-a�d�aL1lt11L� buildings used in agricultural production, on-farm agricultural processing buildings, on-farm direct marketing buildings, equipment, manure processing and handling facilities, and practices which contribute to the cultivation, production, preparation, processing and marketing of crops, livestock and livestock products,freshwater or marine waterproducts,includingfish,fish products,and/orwater plants and shellfish, as a commercial enterprise. the farm o er�atron mey consist of Qngs2Lm_o_r pancelc �f owned or rentssl Lail �✓bi�hAacc�ls_maY_b�c9nti uou o_n Qtigu.Qsts—to s c� other." � n District 1, which affords these parcels the full protection of NYS Agricultural& Markets Law, including Section 305-a of the Agriculture and Markets Law and the Town's Right to Farm Laws. As such, our proposed development of the subject Premises proposes a principal use of Agriculture, a permitted principal use in the R-80 Zone, and the building permits are sought for the following five structures as accessory to the property's principal agricultural use: 2,976 square foot Farm Building(pole barn) • 1,316 square foot Farmhouse • Two (2) 1,440 square foot Agricultural Production Buildings • 228 square foot Farmstand Section 2. Description of Proposed Agricultural Structures Structure#1-Pole Barn A two story, 2,976 square foot (coverage)farm building (pole barn)for Agricultural Production and Agricultural Processing as defined in Town Code §280-4 . - 402 Sq ft for Agricultural Processing of our crops including shellfish chowders, ✓ shucked shellfish, and processed products from crops grown on the subject property such as vegetable soups, tomato sauce,jams, etc. - -2,574 Sq ft for Agricultural Production, including the cultivation, washing, ✓ drying, sorting, grading and storage of agricultural crops and livestock, storage of equipment and materials - Upstairs: -582 sq ft Farm Offices and Flexible Space - Upstairs: -675 sq ft storage of the Farm Operation Equipment and Materials Structure#2-Farmhouse Atwo story,1,316 square foot Farmhouse as defined in Town Code §280-4B: FARMHOUSE A principal dwelling on a farm operation used exclusively by a farmer/owner/operator who is in full-time residence and actively engaged in farming the lands of the farm operation, or as housing for the farm operation's workers, or occupied by key employee(s) of the farm operation. The Farmhouse will be my permanent residence as the owner-operator of West Robins, which will continue to be engaged in full-time bona fide maricultural and agricultural cultivation and production. Asa young farmer who was able to purchase this property, the establishment of a farmhouse on this property for myself and my family was an integral component of my purchase of this property in accordance with the permitted uses in the Town Code and the Town's Right to Farm Laws. To date,we have secured approvals from the Southold Town Trustees and NYSDEC, and USACE for a dock to land our aquaculture products as part of this bona fide farm operation. Structures#3&#4-Agricultural Production Buildings These two 1,440-sf Agricultural Production Buildings each measure 30x48, and will provide a protected, controlled environment for Agricultural Production. Structure#5-Farmstand-Application for Farmstand Permit A 288 square foot Farmstand is proposed that will be seasonal, uninsulated, and intended for the retail sales of agricultural products, both in raw and processed form as permissible under Southold Town Code and NY Ag& Markets Law. See Southold Town Code §§72-6 and 72-7.This proposed farmstand will conform to the required Farm Stand Offerings, will be Located on land used in bona fide agricultural production by the owner, will be less than 3,000 square feet, set back from the road by more than 50 feet, and have the required four parking spaces and adequate unimproved parking space. Other Considerations - All proposed construction is in the portion of property that is not subject to a Town of Southold development rights easement, and is landward of the jurisdiction of the Southold Town Trustees - The Southold Trustees recently approved the demolition of the existing house on the property, as well as the underground trenching of water and electric utilities as required within their jurisdiction to service the structures we propose here. We are happy to provide additional information as necessary. Thank you for the opportunity to discuss our project. Will Peckham Farmer/Owner, WROC LLC Managing Member, DHC Land