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HomeMy WebLinkAboutSubject File AREA#I ���+�� 4 rhe�.4aira'`: •r« RESERVE/ SST,;; DEVELOPMENTDH ^ N, < r,.r �•r , E s ,g+� F 14 Ti� 0 W LU ���I S ® • l 1 ,', Y`''F„ f ✓x;t ' `e ye'b{ ,J C� IN6 . s „ ... , $ C:'t"x _-r ee s[] .f �•, - 1 I r V$L _- - - - - - --- +*f €a : .s, u � a a� day :•..� "�,1 1 E V) DEMOLITION 01= EXISTINC RSIDNTIL DWLLINC, BNDONMNT I � I-I.IN R - _1_-- F s 5UBJECT PROPERTY p• _. G `, 1&F 'mmtwe^-" 4t ,'n�i r O O O X I ST I NC S,AN I T�4R`r S`I'STEM EXISTING OIL TANK \ LIG > _A' - . =�� __ . _ m. m �� I t a -- $ _ a ,ire'^ l e^""-E : >: Cfl - PROPOSED FARM STAND 1 _ ___ -- _ _ _ _-- I LOCATION MAP o � Cu z 0 - PROPOSED AC R I CULTURAL PRODUCT 1 ON BU I LD I NC 1 - - _1- 5GALE: NT5 A U - PROPOSED POLE EARN _ _ ��" as 3a -- ------- 0 O o N PROPOSED FARMHOUSE _ _-- u ° FRO .� � yes wl P�VeLL - - _ ___ - -"- U '� - - cr W' LOT COVERAGE Q o- O 1 6�SNN0U 16 p,�•IoN _ -� K _ -�t• ' d trlt DyyELLIN6 p U�o ' W yyA R SOUTHOLD TOWN GORE SECTION 2aO-O4 _ _ U -- ------ - - - rn■_ . "\, ry6 APPROX. LOCATION OF 90 LOT \■ NEARBY PRINCIPAL DESCRIPTION (FOOTPRINT) AREA I I I INfir;`! - ,g6.i1 ----- --- ------- --- DWELLING STRUCTURE GOVERAEaE w/ __J IN - - ---� 1 I 17y�1.1-IN6 M _ - - - - __- - TOTAL LOT AREA rl�j � Q- / � �p N (SGTM #1000 II=✓ 10 OI.001) 620,542 S.F. - - 60, ,�0 ' I its, w z LOT AREA Ba,281 S.P. - I _- _ _._ • / i Q 70 -� (AREA #I: RESERVE/DEVELOPMENT) -�� ru � � BUILDABLE LAND U ._ PARKING I' ti 7a,055 S.F. ------ - SPACES Q ;� �,I I YARD (AREA #I: RESERYE/DEVELOPMENT) o i sETBAGKs / EXI5TIN6 6ARAOE 251 S.F. 0.5% 0�'Irl I, I �ryN DEC- t TRUSTEES-APPROVED DOCK « 15 S.F. 0.0% , IN L L C EXIST. DRAINAGE 3 PROP. SIB, p 150 .rv�� I -EXIST. HEDGE ROW GRATE FARM �35 q0 * I / ° PROPOSED FARMHOUSE w/ DECK 1,516 S.F. 1.1% •+ ---- SGTM #1000-115-10-OI.001 STAND ■ + o Sba 36 50 E R=20.00 _" \ P OF. r 43.,52' L=33.83' `I �"j5531 �'\ AGRICULTURE � 2�/� � ERVIO f ,';',r � PROPOSED POLE BARN 2,a76 S.F. 3.8A5 U AREA #I: RESERVE/ PROP05ED Ac5RIGULTURAL DEVELOPMENT (8a,281 S.F) N _ /� i LANDWARD LIMIT OF 1,51a S.F. IA% N' ■ '' PRODUCTION BUILDING AREA #2 O\ r' ,' '' TIDAL WETLANDS I5 EQUAL ° " I ROADWAY ASPHALT ; s��l �� ✓ TO BOTTOM OF BANK PROPOSED FARM STAND 255 S.F. 0.4% (TO BE DED I CATE:D TO \ O q 0 1 THE TOWN OF SOPUTHOLD) \ �■ cx r /0 _-- --- (113 S.FJ TOTAL AREA OF ALL STRUCTURES 6,565 S.F. 8.15Y, c o \ \ I '\0�[�� PROP. MAXIMUM LOT COVERAGE ALLOWED: 205� Q N \ v} / BURIED "BUILDABLE LAND' EXCLUDES ALL LAND SEAWARD OF THE TOP OF BLUFF LINE,AND LOT COVERAEE { 1 PERCENTAGES ARE RELATIVE TO THE TOTAL BUILDABLE LAND AREA OF'AREA W. LINES ;/� �" %' / HATCHING INDICATES - AREA OF DOCK UPON BUILDABLE LAND".TOTAL AREA OF DOCK UPON ENTIRE LOT AREA 15 13-i S.F. ,y � NON-DISTURBANCE BUFFER PROP,'Aib. FAOE <ENi" : OD BLO i P k , D E E P ' I PROD. G. 1 � b z & 0-00 I .00 PROJECT LOCATION &SCOPE t ,T �r Q J■ CREEK \ \ \ ■� i MIN. x „� ' z APPROVED PIER w/ 4'-WIDE SITE PLAN & ZONING DATA T / , ;; ',%;' ■ z � ACCESS PATH THROUGH S_002 .00 GENERAL NOTES \ \h \ �i - - �, r %�, j, \ I'm d NON-DISTURBANCE BUFFER PER DEC STRUCTURAL DESIGN CHARTS ' ; I� Q PERMIT No. 1-4738-04251/00003 �}- ' �'', 3 TRUSTEES PERMIT NO. 105'7a PROP. - ---� + / -- _ ��i, ';�� ■m � POLE ------`----- t�13�L ` I i', R .O O H 0 LDOW N, ANCHOR BOLT, EXIST. WIRE■I BARN {- `'LI E TO;'b0 , ' , --� G STRAPPING, & NAILING DETAILS \ FENCE TO BE LIMIT OF EXIST. TREE LINE FASTENING SCHEDULE REMOVED , // ! , �� It 1 (EXISTING CLEARING) lot -%---- / �•1' C�-OO4.00 FRAMING GRAPHICS SGTNI #1000-I IS-10-OI.001 °ri 1 EXIST. I-STORY WD. FR. DWELLING W/ ' AORI CULTURE Ii _ _ i , - V i BEAM CONNECTION PATTERNS _ DEMOLISHED; WELL TO BE \ \ TOWN DEVELOPMENT RIGHTS ■' , I ,'4l ' o FIREBLOCKING DETAILS �: I ��- - t l A ABANDONED PER 5GDHS STANDARDS. o (2) a xIa PARKING I o LP r I I �- ° SPACES UPON I/A OATS + + II � � '', PROP i F ter° � ' PROP. ENLARGED SITE PLAN \ (PROP. SEPTIC SYSTEMS I -� EXIST. GONG. COVER;V.I.F.V.I.F. STRUCTURE L/-©O .O O DESIGNED BY OTHERS) �� '; I, I I hi BELOW 4 ABANDON IF CONNECTED TO OFF-STREET PARKING REQUIREMENTS EXIST. SANITARY SYSTEM �o \ \ �■ HOUSE I , PROP. SURFACE COVER & EROSION CONTROL EXIST. OIL FILL GAP;EXIST. TANK �Z AREA #2 N1 DECK !Q ,' ; TO BE EMPTIED 4 ABANDONED //�� \ \ TOWN OF SOUTHOLD 25' SIDE YARD SETBAGhK -■ �� �'� i �' ;'I'' ■ 1-�- I O I .00 o \ \ DEVELOPMENT RI&HT5 I FARM STAND: EXIST. CESSPOOL TO BE ABANDONED \ (ACCESSORY STRUCTURES) I l' PER SCDHS STANDARDS - BUILDING DATA & SCHEDULES �'- \ EASEMENT AREA \J% I� \ (42b663 S.PJ ■ ! - '' ■ - PLANS L a EXIST. UTILITY 20 SIDE YARD SETSAGi< - I , EXIST. GRASS DRIVEWAY n \t, POLE (TYP) \\ (DwE>_LiN -- 1f �_ 1- - _ ' ' ' - ELEVATIONS & SECTION ��- _ r EXIST. I-STORY WD. FR. \ ' I S86°40'21"W- � /' //I 12.2'x2o.3' 6ARA6E LU Si`'�THC DTov,14 _ DETAILS W S4b 35.12' N�8�20: I 1 `�' EXIST. IRREGULAR WIRE FENCE -20) •00 POLE BARN: U \ EXIST. HEDGE I 55.8 \ j - BUILDING DATA z No FLOOR PLANS AREA #2 �.\ I o rn AGRICULTURAL \ ' . I `O I / Exis�rWDRI GAR 6 IpA*r STRUCTURE AREA \ j,1 �, °'I /F /�c E j A-202 .00 POLE BARN: (104,4&6 S.FJ p p \ \ \ Tn ❑ �/ - FLOOR PLANS o -------__ \ �I w? i m - DOOR + WINDOW SCHEDULES \ j DEEP ULES _ - MINI SPLIT SCHEDULE PROJECT: \ EXIST. SEPTIC TANK LEACHING POOL /N j f p H O L E \ �Q' \ \ j C R E E K -2O5 .00 POLE BARN: \ - FLOOR PLANS DH L y EXIST. 11/:2 STORY / �u/" j x - DOOR + WINDOW SCHEDULES C AND, LLC - \ MINI SPLIT SCHEDULE \ ' { I ��/ `1� NiW TIDAL WETLAND -204.00 POLE BARN: BOUNDARY AS - FLOOR PLANS EN-CONSUED BY L ANTS ON A-205 •00 POLE BARN: 4 MAY 4, 2021 ELEVATIONS 180 NEW SUFFOLK AVE MATTITUCK, NY 11952 DOOR + WINDOW SCHEDULES 51TE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN t IS ;', ! i -20C .00 POLE BARN: DRAWING TITLE: SUBJECT TO VERIFICATION BY A LICENSED \ \ _ ELEVATIONS SURVEYOR. THE INFORMATION REPRESENTED \ \ I 1 PROJECT LOCATION & SCOPE -1 I �ry - DOOR + WINDOW SCHEDULES SITE PLAN & ZONING DATA ON THIS SITE PLAN 15 TO THE ARCHITECT'S \ \ EXIST. LL m! BEST OF KNOWLEDGE. \ p' I I \'N \ \ EDGE of �' I o -2 0�.00 POLE BARN: 2. SURVEY INFORMATION WA5 OBTAINED FROM WOODS \' UA �, - SECTIONS A SURVEY DATED SEPTEMBER 01, 2025 AND �\ I I OI PREPARED BY: \ o \\ N`\ I - \ i +\---MEAN HIGH WATER MARK ENERGY TABLE KENNETH M. WOYCHUK LAND SURVEl''ING, PLLG \ EXIST. FIRE \ I 1' RISER DIAGRAMS HYDRANT I o o I / GRAMS PAGE: P.O. BOX 155 s. \ p ,� 11 �p_p2• o 51a°51'I2"E -208.00 POLE BARN: AQUEB06UE, NY I1a31 \ 4) tr ppp-115' 'CIP�L I 16.35' PHONE: (631) 2a8-15bb \ \Oy EXIST. \ I ��'�nj^ �-1, c,(�Tt'� � 5�.r( F-ev \1� - EGRESS FLOOR PLANS \ IRRI6ATION \ 1 v I py� 'DEN 3�� /� G-001m00 3. ELEVATIONS REFERENCE NAVD Iaae> WELL HEAD \ POLE BARN: aoS� ,O°w o w DETAILS \ EXIST. ROW OF w �.�;�,5-ra°��1 1�'_wroE _ - PLUMBING PROJECT / ZONING DATA \ /$� \ SPRUCE TREES p2 p0_ 4A _ N6 w/ - ACCESSIBLEG DETAILS DATE: 07 06 2 _ 26, p_ii�-io' ES :�� _ _1_ ,,, �-�I .�R / / 6 1 OF 20 TAX MAP # 1000-115-10-01.001 39�pIll \ gG'�M #1 GR1GVL'(�R� XI�T, go of '� 1^� .0O FARMHOUSE: N24�38'30"W \ �� \ EXIST. EDGE p` _ �- - ___L LING w/ ° - BUILDING DATA ZONING DISTRICT R-80 CONFORMING \ 13.6I \ `U\ ��`\ ° OF PAVEMENT Sib°�-I�Ip"1^I -- _ fleI G y�P��R - FLOOR PLANS l Bq?p, 96g, L D(LIVS Y - _ _ J 1WELLIN6 VA/ R I EXIST. LOT AREA 14..2 ACRES N _ _ _ D .� AIRS I - ENERGY TABLE 1 6RA _ a L ydP• I , ,� B i, \ 20.0' p o \ \ EXST - Ij Ic FENCE -J02 .00 FARMHOUSE: . t -.->T �y'� FEMA FLOOD ZONES X d AE (EL.-6) \ 0 I T FLOOR PLANS e f P dti � SOUTHOLD TRUSTEES 1 EI'MO DOCK 4. SOUTHOLD �/ _ - gL1G V'tp` #IoaolA: DErMOL1T1oN + UTILITIES I RISER DIAGRAMS NJL: #1-4155-04251/00002; 1011511-T - -�4.0I .00 AGRICULTURAL PRODUCTION BUILDING: NY5 DEG PENDING: #1-4736-04281/00003; o Exlsr. ARBORVITAE - BUILDING DATA FLOOR PLANS _ - ! 9 all 91 94 SUFFOLK COUNTY HD APPROVAL _ __ ____ T- PENDING 20.0 SIT FLANA-402 .00 AGRICULTURAL PRODUCTION BUILDING: c,z. FLOOR PLANS SCALE: 1" = 50'-0" - SECTION - ENERGY TABLE NOTES $ FEC I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY l•'Z55RE Y I AT I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEE"THIS CONSTRUCTION DOCUMENT BINDER 1. ALL LUMBER SHALL BE DOUS,LAS FIR LARCH 02 d BETTER (Fb = 6"15) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK DEIN6 PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRAGT'oR'S RE5PON51BILITY TO READ ALL NOTES, BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH Al MANNER TO ASSURE THAT THE CONDITIONS OF 0- 2. ALL LUMBER IN CRAWL SPACES TO BE IB ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOOR5 ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR <( b" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2• ALL FOOTINGS TO BEAR OIN FIRM, VIR61N, UNDISTURBED SOIL BLD6. BUILDING K KIPS (1000 LBS) 0 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LLI I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALAN5ULATION. 51ZE OF SILL TO BE (2) 2"x6",UNLF-55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARINi6 CAPACITY OF (1) TON/5Q. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS LLI APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 -U CD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN[LIKE MANNER. APPLICABLE A5 A DERIVED WORK). 4. FOOTIN65 TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS �B4O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATIOIN OF EXISTING 4. AT FLUSH FRAMING USE 16 &AGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED Q a-' N EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL � �c Lr) STRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, S. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ^ 5 M S. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL O '-• 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM _ ^ +- FLOORS, ROOFS, AND WALLS. PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PILAGED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1 55 Fj � RULES SPECIFIED IN 1.1 THROUGH 1.6. UNTIL I TIER OF FRAMING IS IN PLACE. � (0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES "1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. O p (U z OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING GODS INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED � �- Ln v � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JO!B CONDITIONS �• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING WHI H PAY THE �PATES IN AN AGCREDITEMARK OF A LUMBER �IN PRO RAM,SUCH AS NS OR INSPECTION ETHEY 6.SOLD KITTHNIN(55 FOR CONCRE BEAM [POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER c 2 x = (U SHALL BE CLARIFIED WITH THE ARHITEGT/ENSINEER BEFORE PROCEEDING 6. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE p O •- WITH THE WORK. &RADEMARK SHALL INCLUDE AN EASILY DI5TINOUISHABLE MARK OR di. ANCHOR BOLTS SHALL BE IIN ACCORDANCE WITH PAGE: 6-005. DBL. DOUBLE OCG. OCCUPANCY O m +-+ 6 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM[ SHALL BE MADE g• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE &RADIN6 AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION OH OVERHANG � N � Ln UNLESS APPROVED BY THE ARGHITEGT/EId61NEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH . . AT 26 C OCO 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED DAYS OF 4,000 P.B.I., U.O.N. Q ,._- a 2 QLUED LAMINATED TIMBERS SHALL MEET DIM. � DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1010.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LAB5 TO REST ON IMIN. OF 6" FINE GRAVEL OR SAND WITH D.J. DECK JOISTS P. GONG. POURED CONCRETE BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR: BARRIER UNDER 6. DRY WELLS A5 REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PL. PLATE ^ ` APPLICABLE. 1.5. PREFABRICATED WOOD I-JOIST'5: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE BLAB ABUTS FRAMIN6. W WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 g. DO NOT SCALE DRAWINGS, WRITTEN DI!rIEN510N5 TAKE PRECEDENCE ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX 6RA,DE. STANDARD SPECIFICATION FOR ESTABLISFfIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND ULL. APPROVAL DOCUMENT, THE 6OVERNIN6 BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEIDSE AND PROVIDE WEEP HOLES, EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWIN&S ARE THE PROPERTY OF ANTHONY' PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 82'-O" O.G.,TO DIRECT iANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT YNRITTEN EXT. EXTERIOR RI RISER "1J 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ' ` PERMISSION FROM THE ARCHITECT. u UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE'. FINISH GRADE. F.A.I. FRESH AIR INTAKE RM. ROOM " 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF TOE WORK AND 15 A5TM M456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE 'X' CR05S BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO R.R. ROOF RAFTER W RESPONSIBLE FOR VESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY 6'-0". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLE56 APPROVED BY ARGHITECT/ENGINEER. NO M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLAGEW ON FROZEN SURFACES. F.A.V. FRESH AIR VENT STL. STEEL "I' j W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CILEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUS5E5: ASSEMBLIES USING PREFABRICATED IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • TIMES. AT THE C CONTRACTOR OF WORK,THE ONTRACTOR 5HA,LL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR S.V. SMART VENT RUBBISH,WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS ANDO LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS A5 FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE f6. PROVIDE BITUMINOUS JOINTI5 BETWEEN 5LA55 AND FOUNDATION WALLS AND CONNECTED WOOD TRU55 CONSTRUCTION,THE TRUSS DE51ON DRAWIN65, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPEN5ATrION AND 6ENERAL I-T. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES C-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP 6L. TEMPERED GLASS 141. UNLESS OTHERWISE INDIGA'TED,ALL FOUNDATION FOOTIN&5 ARE TO BE A L. AND ORDINANCES. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND ILOGAL GORES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUGT'URAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b"' ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. THICK 6ENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK /r Ib. THE CONTRACTOR SHOULD FULLY 6UAIZANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, A5TM G5'f SPECIFICATION FOR GYPSUM LATH, OR ASTM C"ig CONCRETE 5LAB5 TO HAVE 6)x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL \� ' ^ THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 11 SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. V J COMPLETION OF PROJECT. lot. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY A�DD)ITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD n 1 I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESSi THE OWNER, AS PER PAGE 6-005. I.?. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITi ION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" VJ MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC, HARDBOARD OF DEEP d V-O" BELOW GRADE. FRPR. FIREPROOF TYP. TYPICAL Q ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL55.6 HARDBOARD SIDIN6. AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR RE:SULTIN6 FROM THE (PERFORMANCE OF RU METAL BY REPEATED BRUSHING, DIPPING, OR 50AKING UNTIL THE WOOD 6LAS5 WINDOWS AND DOORS GYP. BD. GYPSUM BOARD VERT. VERTICAL Aam THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055,OR EXPENSE (A) I. ALL 6LA55 TO BE IN5ULAT'ETD LOW-E,UNLESS OTHERWISE SPECIFIED. 15 ATTRIBUTABLE TO BODILY INJURY,SICKNE55, DISEASE OR;DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DE57IRZTION OF TANGIBLE PROPERTY (OTHER;THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. 6LAS5 DOORS AND WINDOM5 SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN V.I.F. VERIFY IN FIELD MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE REESI�LTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CLEARANCES ARE PROVIDED.. HDR HEADER w/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GCA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR .INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE 3. ALL 5LIDIN6 6LA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED HNGR HANGER WD, WOOD EMPLOYED BY ANY OF THEM,OR ANYONE FOR NH05E ACTS MANY OF THEM MAY 21, LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. WITHIN Ib OF FINISHED FLOOR SHALL BE OF INSULATED TEMPEREV 6LA55, BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IIN PART BY A A. WEYERHAEUSER TRUS J015T 2.OE MICROLLAM LVL UNLESS OTHERWISE NOTED. HOR. HORIZONTAL ZR ZONIN6 RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.62. ORIENTED-STRAND BOARD (055), KAFER50ARD ORIENTED-STRAND P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. ALL GLARE UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 16. ALL MATERIALS, ASSEMBLIES,AND METHOD , GONSTRUG:TION INGLUDIN6 A WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY MANUFACTURERS SPEGIFIGATIIONS. BUT NOT LIMITED TO FORM-WORK,BLOCK:WORK, FRAMING,NAILING, PLACING A� TO BE INSTALLED AS PER MANU. SPEG•'s PRODUCT STANDARD 2 (I'S2) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY •THE CONTRACTOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN AGGORDANCE WITH THE DRAWIN65„SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENER6Y CONSERVATION CONSTRUCTION CODE. APPLICABLE CODES AND 600D PRACTICE, DEVIATIONS FROIM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRIT7EN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDIN6 CODE, 6. PROVIDE FLASHING PANS UINDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS lbs. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF CLASS UVNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S WOE 7, ALL, EXTERIOR DOORS ARE: TO BE WEATHERED STRIPPED AND PROVIDE ALL NEEDED,UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS ANW CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTHE5 IN THE CLIMATIC $ GEOGRAPHIC DE51ON CRITERIA OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS b. ALL &LASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC WHICH H INTERFERE T I REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM G206 STANDARD SPECIFICATION FOR SHOULD BE GUARANTEED BY TrHE MANUFACTURER FOR A PERIOD OF 5 YEARS. &ROUND SNOW LOAD WHICH INTERFERES WITH NEW GONSTRUGTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL05IG FIBER INSULATING BOARD. g. ALL WINDOWS TO BE ANDEfR5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH (p PER ASCE 1-22) 50 LBS 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAC-TURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.&S. STRUCTURAL PANEL SIDIN6 STRUCTURAL PANEL SIDIN6 USED IN CONTRACTOR TO VERIFY THAT THE CHARACTER]5TIG5 OF THE WINDOW MATCH BA510 WIND SPEED 150 MPH 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILI71' STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, EXPOSURE CATEGORY B THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- I), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL ROU6H OPENING,U-FACTOR, LII6HT AREA,VENT AREA, AND EGRESS 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED ASAINST ANY HOLES SHALL NOT EXCEED 4096 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE ED6E OF THE STUD. REPORTS. SEISMIC DE51614 GATE60RY B COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED al-ASS. WEATHERING 5e\/ERE 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. `Ju�/ _Lc GENERAL WIND PROTECTION CONNECTION NOTES_ CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR CLAZIN6 IN BUILMINSS LOCATED IN WINDBORNE DEBRIS RE610NS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIWENTIAL NOTES, AND TABLES ON PAGE 6-005 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND SHALL BE PROTECTED FROM YWINDBORNE DEBRIS. &LAZED OPENING FROST LINE DEPTH 3'-011 N CONSTRUCTION;SSTD 10-411 AND 2015 5BG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN& (ANY NAILING HEX BOLTS AND SCREWS(INCH SERIES). PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF z JtJL 2 3 20 6 , CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN I=00TIN65,FOUNDATION WALLS, ASTM Elgg6 AND A5TM EI686.. 6ARA&E DOOR GLAZED OPENING PROTECTION TERMITE MODERATE TO HEAVY SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED S UTHO D TOW FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 222. LA6 SCREWS: LACY SCREWS OR LAC? BOLTS SHALL COMPLY WITH ANSI/ SHALL MEET THE REQUIREMENTrS OF AN APPROVED IMPACT-RESISTANT SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.$). A5ME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). STANDARD OR ANSI/DASMA 1115. (NYS RC, R501.2.1.2) o P NNIN BOAR HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ICE BARRIER REQUIRED YES v 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTEENIIN6 DEVICES NOT 22.3. 1TZU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH INCLUDED IN THE STANDARD BUILDING CODE, SECTION 25106 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS TW,IAN all AND A SPAN OF NOT MORE THAN b' SHALL � BE USED IN ACCORDANCE W 'S WITH MANUFACTURER RECOMMIENDATION5. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TREATED WOOD d FLASHIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 0OVERNIN6 BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING 5WRROUNDIN6 THE OPENIN6. PANELS SHALL BE NYS RC TAIL R301.7 NYS BG TABU 1604.3 5. METAL PLATES, CONNECTORS, SCREWS, WALL �..I BOLTS AND NAIL5i EXPOSED WALL STEEL SHIMS d A MIN. 5/4" OF NON-5HRINK &ROUT. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED PCITH THE ATTACHMENT HARDWARE PROVIDED AS DIRECTLY TO THE WEATHER OR 5U5JEECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS O PER THE ANGHORAOE METHOD) SELECTED IN ACCORDANCE WITH TABLE w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INT'ERRl1PT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6ASE ARE SPECIFIED, MINIMUM A5TM A655, 5TRUGTURAL QUALITY, CORROSION-RE515TANT AND TrHE ANCHORS SHALL BE PERMANENTLY INSTALLED o 5HEATHING AND 51DIN6,FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED 0 P05TIN(5,U.O.N). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. ALLOWABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOAR, 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 SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS DEFLECTION PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. PLUMBING 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP05INCY U.O.N. WITH TOP GAPS m STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG I. CONTRACTOR SHALL IN5TALLL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) RAFTERS HAVING SLOPES 6REATEER THEN 5/12 RAFTERS EXCEPT WHERE COLLAR TIE',B OF I"xb" OR 2"x4"' LUMBER 15 w/6" RISE d w/(2) s/4'� BOLTS THROUGH SPECIFICATION CENTER LINE OF VERTICAL LEGS 2.2.5, NAILS NAILS SHALL COMPLY WITH ASTM F I66'f STANDARD L/160 D HC LAND, LLC LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DI5T.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. SYSTEMS TO NYS PLUMBING GG'>DE AND NYS DEC REGULATIONS. W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2. PROVIDE HOT AND GOLD SF-UT OFF VALVES AT ALL FIXTURES. SHALL MEET THE REQUIREMENTS OF THE60VERNIN6 BUILDING CODE INTERIOR WALLS d PARTITIONS H/160 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTEER 5EARIN6. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY' 46 AND EVERY MANUFACTURER'S GORE EVALUATION REPORTS. AND AT BASE OF VERTICAL WIASTE PIPES. FLOORS d PLASTERED GEEILINGS L/360 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING 5HIN6LE5 2.2.1. SCREWS, SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 4, USE 4" CAST IRON THROU6HI FOUNDATION WALL AND PITCHED AT I/5" PER ALL OTHER STRUCTURAL MEMBERS L/240 I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING WOODSCREWS (INCH SERIES). FOOT. 4180 NEW SUFFOLK AVE 6. SILL PLATE TO FOUNDATION ANCHORAGE;BILL PLATE SHALL BE ANCHORED SHIN6L.E5 OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. (BOLT DIAMETER 5. GENERAL TRAP AND WASTE: SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/560 MATTITUCK NY 11952 OF 1" AND 5"x5"4" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HIN&LE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE MECHANICAL CONNECTIONS: - DISH WASHER................ ..........................2" PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EAGHI PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - KITCHEN SINK..........................................2" BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/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 YV/BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. d 24" FROM ALL VALLEYS,AND ROOF FLASHIN6 CONDITIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - SHOWER/TUB............................................211 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. - TOILET..........................................................5" EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 5. PROVIDE FLASHIN6 NECESSARY FOR WATER T16HT AND WEATHERPROOF 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - LAUNDRY ..................................................2" GENERAL NOTES CONSTRUCTION. BY "SIMPSON" MANUFACTURER. - FLOOR DRAIN.......................... " CODES AND REFERENCE STANDARD: ENERGY TA B L E 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 6. ALL SYSTEMS TO HAVE ONE: 5" 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 CODE,AND 2025 NEW YORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 57RUG7URAL DESION LOADS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" '1. PROVIDE FROST-PROOF HOUSE BIBS WITH EASILY ACCESSIBLE DRAIN d DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, GONNEGTION5 OF 6. CORROSION RE515TANT II &AGE ROOFING NAILS AND 16 6A6E STAPLES ARE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PROTECTION. FUSE LIVE LOAD DEAD LOAD WOOD FRAMING,AND CONNECTION TO FOUNDATION - 2024 WOOD FRAME PERMITTED PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER.ASSOCIATION 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 6• WASTE FROM CLOTHES WA5WERS AND LAUNDRY TUBS ARE TO BE PROVIDED (AFEPA) AMERIGAN WOOD COUNCIL (AWC). 1. PROVIDE (2) LAYERS OF I5# ASPHALT BUILDING FELT UNDERLAYMENT FOR MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. WITH BACK FLOW PROT•EGTION.I. EXTERIOR BALCONIES 40 psf 15 psf 2:12 PITCHES TO 4:12 PITCHES ®� . 5. ALL PLUMBING WORK SHALL CONFORM' TO THE 2025 NEW)YORK STATE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER cf. THE WATER SUPPLY AND SAANITARY SYSTEM SHALL COMPLY WITH LOCAL PECKS 40 psf 15 psf � PLUMBING CODE. 6. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED HEALTH DEPARTMENT STANDARDS AND REGULATIONS. OO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW THE SEALANT TO UPLIFT FORGES USING ASTM D 6361.W YORK STATE 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 10. APPROVAL AND INSPECTIOAN 15 REQUIRED BY LOCAL JURISDICTION PRIOR PA55EENOER VEHICLE &ARA6E5 50 psf AS PER PLAN MECHANICAL CODE AND 2025 NEW YORK. STATE FUEL OAS LADE. ARCHITECT TO CONGEALMENT OF PLUM5INd6, UNINHABITABLE ATTICS WITHOUT 5TORA&E 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC 5. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM 11. NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS AS PER BUILDING CODE. (MAX CLEAR H&T < 4211) 10 psf 15 psf DATE: 07/06/26 2 OF 20 CODE,NFPA'70 AND 2025 NEW YORK STATE ENERGY CON5EERVATION HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED NO NOTGHIN6 AND BORING OF: STRUCTURAL MEMBERS SHALL BE PERMITTED UNINHABITABLE: ATTICS WITH STORAGE CONSTRUCTION CODE. GYPSUM WALL BOARD BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. NOR ANY POTENTIAL DAMAGE THEREOF. (MAX CLEAR HOT > 42") 20 psf 15 p:sf I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HABITABLE ATTICS d COMPOUND METHOD. 12. PER NY5 PG 425.4, A 4"x5" CLOSET BEND SHALL BE AN ACCEPTABLE SITE WORK INSULATION WATER CLOSET CONNECTION. WHERE A 5" BEND IS UTILIZED, A 4"x5" FLANGE ATTICS SERVED BY FIXED STAIRS 30 psf 15 ref I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 2. ALL, 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE FIBER6LAS5 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf • ,- fl, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DIISGREPANGY, t� DEEMED APPLICABLE. FOIL TO BE PLACED TOWARD WARM SIDE. 4e RECEIVE CLARIFICATION FROM ARCHITEC:T/ENOINEER PRIOR 'TO PROGEEDIN6. `.,"�,rf,^r 7-1- 'a SLEEPING ROOMS 30 psf 15 psf ' �I� E­'.',,-, - 5. 5/6", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND HALLS 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION p P C+ �*t ,", ,':;fr°°;', U5. EXCAVATE: AND BACK FILL FOR WORK; INDICATED ON DRAUHINSS. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WALLS FROM 6" BELOW &RAVE TO 24" BELOW GRADE IF DESIRED BY 'L"-'' .� , " ' STOCKPILE TOPSOIL OBTAINED FROM 5TIZIPPIN6 DRIVEWAY /AND BUILDING IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE STAIRS (ONE- dTWO- FAMILY DY�ELLINGS 40 psf 15 psf ; „'r v,; k ', SITE. STOCKPILE ALL EXCAVATED MATERIALS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOUNDATION WATERPROOFING, �i�i-.,_, , 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE'OF WEEDS, TREE CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. STAIRS AND EXITS (ALL OTHER) 100 psf 15 psf tr Ii, J" S. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: ; .t , , ;` ROOTS, ROCKS, AND DEBRIS, ALL SURPLUS MATERIAL THAT IIS UNSUITABLE 4. FIN15H JOINTS J-BEADS, NAIL DIMPLES,CORNERS, AND ED6E5 SHALL BE - Cl" R-50 FOR FLAT CEILINGS "` '�= ' FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 6UARDRAIL5 AND HANDRAILS 200 sf 15 psf � `''' � ","`M TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS - 625" R-50G FOR VAULTED AND CATHEDRAL CEILINGS P p � .p �.�%%�.,t,, �,;)" alp,,`i 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - SS" R-13 FOR 2"x4" WALL CONSTRUCTION �fw "'""' ,` - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION ��r, y,;`�: .'11 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 ALL OPENINGS. NOTE: ASP &ROUND SNOW LOADS, p, zo.7p9 6. FASTEN 6YP5UM BOARD A5 PER FASTENING SCHEDULE ON PAGE 6-005, *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCEE '7-22 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) NOTE: CONSTRUCTION DOCUMENTS BY BUILDING MANUFACTURERS SHALL TYfi I GAL NAIL_ I N /57;; 'AFF I NO REGU I REMENTS FOR f ASTENINO SCHEDULE A GOVERN THE STRUCTURAL DESIGNS OF THOSE BUILDINGS; UFL I FT, SHEAR, LATERAL N ND RES I STANGE NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS a THE GENERAL DETAILS ON THIS PAGE SHALL BE SUPERSEDED BY BUILDING MANUFACTURER (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q DOCUMENTS, WHEN APPLICABLE. I,�I�I� "ALL STRAPPING TO BE V4"x 20 5AU5E.** -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 HOLDOY�41 DETAILS ✓ ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w USE IOd NAILS IF 5TRAPPIMIC 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Lu cc ALL HARDWARE TO BE INSTALLED 5 PER MANU. 5PEG.'s;MANUFACTURER J co SUBSTITUTIONS MAY BE MADE PqHE N LOAD CAPACITIES ARE MATCHED FASTENER SPEC. FASTENER CONNECTION A DESCRIPTION AND QUANTITY SPACING HOEDOHN ',4' HOLDOWN 'B' I L I NC� O R I D � FOR NEW a EXIST. AT RAFTER TO RIDGE ROOF $ GE I L I NO FRAM I NO .� � o FOUNDATIONS CONNECTION: I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd .a--+ � � C9 ENDWALLL ENDWALL COMMON NAIL w/o PREBORED HOLES. i Z (3) 2x FULL 2' RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE C-005 PER RAFTER O HE16HT 5TUD� (3) 2x FULL CORNER STUD * � 2.WOOD IS ASSUMED TO BE D,F,02 4 BTR, IN DRY USE 0 C N \\ CORNER STUD HEIGHT STUD NNEGTED TO FOR STRAP - _ �_d COMMON RR 2 SERVICE 0- co u) ONNOCTED TO NAILS ® EA. END OF STRAP. CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST CC U .- TRANSFER SHEAR S.SHOULD THE WDOD IN USE PRESENT A SPLIT POTENTIAL G X CV TRANSFER SHEAR �y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 4-J I "SIMPSON" HDQB FOR ROOF SLOPES UNDER 5:12 WITH • • HOLES,SET NEW MEMBER GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PACE 6-005 EACH LAP 0 O .0 2-16d COMMON HOEDOWN ANCHOR® 2-Ibd COMMON ROOF SPAN5 OF 2 V OR GREATER, • • • • • • • - J C0 m NAILS to 6" O.G. d LOCATIONS NOTED NAILS ® b" O.G. 0 • • • • • 4.NO MIXING OF NAIL 51ZES OR TYPES ALLOWED '�' (V c USE 4 8 d COMMON NAILS ® EA. GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) SEE PAGE 6-003 EACH LAP C O O O O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED • • CORNER POST END OF STRAP. • CORNER POST � ?• 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q e-- TIGHTLY BOND THE END OF THE NAIL TO A a0° ANSLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE SIMPSON" HDQB THE ABOVE ASSUMES A RAFTER 6RAPHIG BELOW HOEDOWN ANCHOR® �' SPAGIN6 OF 16" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS a FACTOR OF I.S. GR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I66 COMMON EACH END CONNECTION BI 4 52 �- ' AT RAFTER TO TOP PLATE TO STUD HALL FRAM I NC H_OLDOWN INSTALLATION OPTIONS: • GONNE:GTION: FOR NEW P. GONG. FOUND.'s FOR STiRAP - 5 8 d COMMON NAILS ® EA. �2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT �J HOEDOWN CAST IN PLACE w/7/b"� THREADED ROD • • END OF STRAP. • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE U s� NHEN IN TOWN OF ISLIP OR NAILING FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.'s • • >voTi= 61EOMETRY EXCEEDS THAT PERMITTED IN • • 7/b"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • Q' --CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY - � �I MAX.M/AX NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE NAIL) 2-Ibd COMMON 24 O.G. (� ADHESIVE), E FOR TEMP.'s O°F-4o°F USE "51MP5 w AT 1 SIIMPSON #H2A (OR EQUAL) RAFTER TIE µ ,,�� -}—� W (H16H STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • OR u FOR TOIENAILIN6 - 5 .mod COMMON NAILSFOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE To STUD (END-NAIL) SEE PAGE 5-005 PER STUDFILL TOP 2 COURSES SOLID t CAST IN PLACE HOEDOWN CONNECTION FORw/7/b"0 THREADED ROD REQUIREMENTSF FOR O.J. TO R.R. - 4i Ib d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I� RA15ED C.J.'a(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (PAGE-NAIL) 2-I6d COMMON PER FOOT c HOLDOHN 'G' HOEDOWN 'D' APPLICABLE) FOR EA.. PLATE TO STUD ABOVE 4 OR BELOW •_Lb d COMMON NAILS 0) FOR G.J. TO G.J. - � I6 d COMMON NAILS FLOOR FRf�MINC� � " _ FOUNDATIONS FOR NEW s EXIST. * FOR NEWLY POURED GONNEGTI ON G I s G2 � • JOIST TO SILL, T or BIRDER (TOE-NAIL) - d COMMON PER JOIST' n 1 � TOP PLATE 4b VJ (5) 2x FULL ENDWALL FOUNDATION o ONE STORY ONLY • HEIGHT STUD CORNER STUD BRIDGING TO J015T (TOE-NAIL) 2-bd COMMON EACH END Q ONNEGTED TO "SIMPSON" HDQB , HOEDOWN ANCHOR • 2�-Ibd COMMONNSFER (3) 2x FULL • ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL.) 2-6d COMMON EACH END' HEIGHT STUD • TO SILL or G2 TO STUD CONNECTION: BOP PLATE (TOE NAIL) 5-I6d COMMON EACH BLOCK NO LOCATIONS NOTED NAILS o b" O.G. 4 ON PLANS 10" O.G. IF BLOCKED ° CORNER P05T G IF FOR STRAP - 3 8 d* GOMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-Ibd COMMON EACH JOIST d ° NAILS ® EA. END OF STRAP J015T ON LEDGER TO BEAM (TOE-NAIL) 5-6d COMMON PER J015T ° N FOR EA. PLATE TO STUD ABOVE 8 OR NAILS G N BELOW - 2 I6 NAILS ® d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-Ibd COMMON PER JOIST " O. JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT' a • • a' d ROOF 5HEATHINO a STRUCTURAL PANELS: ° SIMPSON 5 14RJ GONNEGTION DI 4 D2 SOLID PERIMETER EDGE ZONE s bd COMMON 6" EDGE /6" FIELD bd COMMON b ED6E / 12 FIELD SABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 4" O.G. HOEDOWN INSTALLATION OPTION'Z d BLOCKING ' ® EA.BAY FOR NEW P. GONG. FOUND.'s �,.,. UP TO q" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/6"O T'HREAD)ED ROD M -^^'"� FOR EXIST. P. CONG, OR NEWLY GURRED FOUND.'!s AT STILID TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHI NO 7/b"0 THREADED ROD (PRE-DRILLED) EMBI=DDED 12" INTO PLATE:(5) CONNECTION: D2 CONCRETE w/ "51MP50}4" SET(HIGH STRENGTH EPDXY p I/2 MIN. FROM 6YP5UM WALLBOARD 5d COOLERS •7" ED6E / 10" FIELD ADHESIVE), d FOR TEMP.'s O°F-406F USE "�bIMP50N" AT p #4 REBAR CORNER FOR STiRAP - _ mod* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ° • END OF! STRAP (WRAP STRAP UNDER SILL PL) FOR EXIST. / NEW G.M.U. (GONG. BLOCK) SPECIFIED NOTE D I ° HALL SHEATH I NO FILL TOP 2 COURSES 50LID # CAST IN PLAkCE HOLDOWN TYP FOUND �� o ° FOR EAt. PLATE TO STUD ABOVE 4 OR BELOW - t H I w/7/6"� THREADED ROD 2 -II-bd COMMON NAILS p l STRUCTURAL PANELS 6d COMMON b" EDGE / 12" FIELD ° Q �I /� �I G /� �j I/� I,�I �I I,�I ° a ALTERN.IATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N JUL 2 3 026 I�l""'t I L I I V�7/J TR f'� I- I I�1�../ Oa Y�41 I�D O Y`4/DOOR HEADER FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(E z z 8d NAILS• EA.END W SOU7 OLD T WN STANDARD/ALTERN,4TE EQUAL) as PLATFORM TO SILL PLATES �--� EA.pis cFoR FLOOR SHEATHING (SUBFEOOR) 2 PLANNING13 ARD NOTATION. SIMPSON H23A) 0 0 A. -NUMBER OF bd NAILS ® EA. END OF STRAPPING (2024 WFGM,TABLE 5.7,P. 1601);WHEN STRAPPING CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMPSON G516 STRAPPING (OR EQUAL), ��� ,. - ~�'"- ~~- 1P or LE R THAN I": bd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 3.23B,P. 2q7) • IOd COMMON 6" EDGE / 12" FIELD _ G - NUMBER OF FULL HE16HT KING STUDS m EA. SIDE OF HEADER(2024 WFGM,TABLE 3.23G,P. 2q5 ALTERNATE A5 PER TABLE 3 23D,P. 2qq) • I - NAILING RQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. E w 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 NAILING IS REDUCED. Q (2024 WFGM, TABLE 3.7,P. Ibq) FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" T THE PANEL EDGE TO OBTAIN HII6HER O.C..G. In E (2-PLY) - NUMBER OF JACK STUDS® EA. END OF 2-PLY HEADER(2024 WFGM,TABLE 5.22F,P. 2q4) 4 PLATE(5) GONNEGTION G E 0-PLY) - NUMBER OF JACK STUDS • EA.END OF 5-PLY HEADER(2024 WFGM,TABLE 5.22F, P. 2q4) °° d ° SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK 57LD TO END OF SILL(5) m EA. SIDE °, a °d d ALTERNATE CONNECTORS SHALL BE U5ED TO MAINTAIN THE LOAD PATH. PROJECT: E (DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 5.8,P. 14 z 1) a °d - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 4 FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To 1-I6D NAIL PER FOOT. FA5TENINO 5GHEDULE _�`" ° ° END OF STRAP (WRAP STRAP UNDER SILL PL) ° - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' O'IN EACH F �'"--.. a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE D H C LAND LLC IROUSH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 ���`"-- d° 9' FOR EA. PLATE TO STUD ABOVE r OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) • ° _2 1O-d COMMON NAILS A iwiAx NOTATION A B G D E E F 515NAOE FOR TRUSS TYPE, PRE-ENOINEERED IROUrwOPENI (2-PLY fs�PLY HOOD, AND/OR TIMBER CONSTRUCTION C�PENIN6 HDR) HDR) THE FOLLOWING SIONASE 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 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX; OR 41-O" 5 1 2 5 1 1 3 Si=L I G 11�O O'� TOP' i�LAT 5ABEE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: PROVIDE (2) 2"x[O" HDR (MIN) U.O.N. b'-o" '7 1 5 4 2 1 4 DRAWING TITLE: TOP PLATE BLOCKING 2 FOR RAKES 12"OE HOLDOWN, ANCHOR BOLT, 6'-O" a 2 3 5 2 2 5 }— 1 TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING• 12"O.G. CONSTRUCTION TYPE DESIGNATION 5RALL FOR WIND - EXPOSURES Bsc - FOR WIND - EXPOSURES BRG - 4-O' O.G. TO ACHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDIGA�E STRAPPING, & NAILING DETAILS lo'-o" II 2 4 6 3 2 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLA551FICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0° 13 2 5 8 3 2 8 BUILDING MINIMUM 5PLIGE 1=,4 BUILDING MINIMUM SPLICE I THE NYS BC. DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) 8d NAILS EA. DE51ONATION FOR STRUCTURAL PAGE: 12'-0" 2'-0"/2'-b" 12'-O" 5'-0" OF EA. STRAP b" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, A1�G 0 ' BOLT Sfi� G I I GATI 01�5 I6'-O" 3'-0"/3'-q" I6'-o" �41-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER 03 CONSTRUCTION AS FOLLON5: 000 "F" = FLOOR FRAMING 20'-0° 4'-O"/5'-0" 20'-O" 5'-0" c;:` - , INCLUDING BLOCKING'2 BAYS GIRDERS 4 BEAMS " b"-12" SPECIFICATION (2024 NFCM TABLES 5.2A 6 5.25, P. I5"1-160) - "R"CORNER S2. 24-O" 4:-O/5:-O" 24-O:: 61-O„ BACK m 4-O" O.G. � = ROOF FRAMING CONDITION FOR ALL STRUCTURES: ,, - "FR" = FLOOR ROOF FRAMING DATE: 07/06/26 3 OF 20 . . ." W10 ANCHOR BOLTS ® 52" O.G. 251-0" 5'-O"/6'-3" 28'-O" 'I'-On ',' r•.> b'-O"/7'-6" 32'-O" 8'-O" SECOND FLOOR 7 s 56'-0" •�'-pn/8'-q a 56'-O" q'_p" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE + " CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE •• .. . . �: e u : " i n : u y- •• n LEN6Tii5,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40-O 6-O /IO-0 40-O III-oil I. MIN. 7 EMBEDMENT INTO CONCRETE , PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS ,.. p END TOP COURSES SOLID w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK ao 4'-0° O.G. r:t� 50'-o" 10'-0"/12'-b" 50'-O" 13'—O"15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED TYP.STRAP w/M) STROKE CONDITION IN ExPoSURE B n bd NAILS EA.E ' 5.TABULATED SPLICE LENGTHS ARE BASED O b FOOT WALL 601-0" I2'-O"/IS'-O" 60'-0" I6'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LATERAL LOADS SHALL BE MULTIPLIED HY H/8; �� �� , „ FIRST FLOOR PLAN DIAGRAM OF ZONE-i e FOR ALTERNATIVE WALL HEI6 IT5 MULTIPLY THE ABOVE '70-0 14-o '70 -o NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" * 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), 601-0" I61 -0 " 60'-0" 22:-0" FROM ENDS AND CORNERS (TWO ea CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) IO'WALL- IM = REFLECTIVE REFLECTIVE II'WALL- 1.3"I'S BLOCKING 2 BAYS z A 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK• 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOEODOWN LOCATIONS FOR 10-0 WALL Mal 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL NOTE: CONSTRUCTION DOCUMENTS BY BUILDING MANUFACTURERS CONTINUOUS BUILT-UP OIRDER5, 5 OR MORE 5UPPORT5 FIREE3LOr-XINO FOR PLATFORM (MOOD FRAMING SHALL GOVERN THE STIRUCTURAL DESIGNS OF THOSE BUILDINGS' CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER Do. HOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) � ASSEMBLY REQUIREMENTS: � THE GENERAL DETAILS ON THIS PAGE SHALL BE SUPERSEDED BY BUILDING MANUFACTURER 4 1/BE 4OF A6 WHEN 61RDERS MADE UP OF JOISTS NAILED Q CONNECTION DESCRIPTION T06ETHER 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 uJ „ A5 FIRE-STOPPING. MAX.52 LOCATED BETWEEN ONE SIXTH AND ONE QUARTER W MISCELLANEOUS FRAMING GRAPHICS A (2)ROWS lod NAILS a 12"O.G. P ca THE SPAN LEtNl6TH FROM AN INTERMEDIATE 2.FOR PLATFORM FRAME GONSTRUGTIDN: THE DOUBLE JOIST 'J m (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. AMERICAN WOOD COUNCIL [A1,4C] DETAIL BOOK AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) B (5)ROWS lod NAILS a 12"O.G. p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q +-- � (2)Rows In" m BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE G DBL..a ENDS TwO-PIECE PLATE SERVE A5 FIRE5TOPPIN6. O BLOGKINI� UNDER LOAD BEARING WALL BUILT UP GIRDER P MAX.52" O '- NAILING: NON-LOAD BEARING WAL1L OFFSET FROM SUPPORT a !2)RAws I/2' m BOLTS a Ib"OZ. TWO-PIECE 6IIRDEPS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE - -� O £ (2)ROWS I/2' 0 BOLTS a 24"O.G. SIDE WITH 10d NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRESTOPPIN6. , } C9 �TUDS STD BETWEEN I/b EACH PIECE, OTHERS STA66ERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O N O z SUBFLOOR F (2)ROWS 5-5/6'TRUSSLOGK SCREWS a 12"O.G. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0- '� LO 5GREWED ON(1)SIDE OF MEMBER r- V UBFLoot�z LINE; OR 61RI'7ER5 ARE TO BE NAILED FROM EACH (2)Rows 5-5/b"TRU55LOGK SCREWS a I6'O.G. P SIDE w/ IOd MAILS, TWO NEAR EACH END OF EACH 6.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C X N SOLE PLATE 6 SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O O 4-� * �. BETWEEN NAIL-5 IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. O m 4-1 a-.+ LE PrLATE r2)ROWS s-�/e'Ttw55LOCK SCREWS a 24'o.G. .� '� (2)RON5 " 0)SIDE OF MEMBER " THREE-PIECE 'I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O N (Q Ca (2)ROwS 5' TRU5H SIDE SCREWS a IZ O.G. BUILT UP 61RDER MAX.52' THREE-PIECE 61RDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD$LOCKING PLACED BETWEEN JOISTS O SCREWED ON B011i SIDE OF MEMBER �. Q r- R 2 O (2)ROHS 5"TRU55LOGK SCREVNS e 16'O.G. NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 SERVE AS FIRE5TOPPIN6. K 5CREwm ON BOTH SIDE OF MEMBER PIECE, INCLUD�IN6 INTERMIDIATE JOINTS, AND w/ THE 3 6.THE HEADER SERVES AS FIRE-STOPPING. (2)Rows 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 OTHERS 5TAcw6ERED w/ A DISTANCE OF NOT MORE L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J015T BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO MAXIMUM OFFSET NOTE, p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS 5TRIN6ER TO SERVE AS FIRE5TOPPIN6. JOIST DEPTH, d I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED MATCHED 51ZE OF BLOGKIN6 PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE 61RDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR UNDER NON-LOAD BEARING FIRESTOPPIN6 AND 4 CONNECTION PATTERN'B'WHEN IO'OR LARGER p, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH PARTITIONS a 52" O.C. BLOCKING STU 2.WHEN SGREWIN6 OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL DOUBLE PLA OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO HELD IN PLACE Be METAL LATH OR WIRE FABRIC. SUCH I , J MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 CANTILEVERED FLOOR: GE I L I NO BRAG I NO BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED GABLE ENDWALL AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON (D STUD PLATFORM A I L I N G PATTERNS FOR SIDE LOADED B r-A M 5 (i e ,. FLUSH 5 r-A M 5' -LOCATIONS REOUIRUN6 F IRE5TOPPIN6- NONCOMBUSTIBLE LATH,EXTEND(N6 TO CHIMNEY FACES,WILL SERVE A5 FIRE5TOPPIN6. SUBFLOOR �50LE PLATE 2"x4"CONTINUOUS CABLE END • / BAND LATERAL BRACE a 6'O.G. TRUSS FIRE- �P1NG FIRE- wooD FIRlSTOPPIN6 FIRE9TOPPING STOPPI" FIRE- Flow- SOLE Jo15T' (2) IOd NAILS TRUSS OR FA5TENIN6 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPING GJ MULTIPLE-PIECE MEMBERS rm U 10)ba NAILED BOLTED' ^ I'N i 1 I VERTICAL ]ROWS Ibd BROWS Ibd 9 ROWS 15 ROWS Z ROWS NAILS 1�' 1�' PIR�TOPPING WFEN COMMON COMMON BOLT'S•ERI BOLTS BOLTS GOVERNS 15 APPLIED � � a 12,O.G. a 12'O.G. OA.STA63ERCd a 12"O.G. a 6'O.G. TO UNDERSIDE OF TWO ROHS 12"O.G. THREE ROWS 12'OZ. JOISTS LOCATION 2 LOCATION 3 'n LOCATION IV BEAM SELECTION w/ STD. NAILING 0 " " " " LOCATION 4 1 Adft 1 J015T • Sal COOLER NAILS a 10"OZ. AS NOTED IN NOTES '7 4 8 0 0 0 0 0 0 0 0 5 NONGOMBUSnmm ALTERNATE W LOCKIING 2'x4'BLOCK NAILED TO EA.5 E RAC WOOD FIRESTOPPING O LOCATION FIRE5TOPPING F GIRDER Q Kw/ IOd NAILS(4) I.TOP AND BOTroM Rows SHOULD BE 2'PROM� SOLE PIReSTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. LOCATION 5 LOCATION 6 STUD 20 go.STRAP PROM THE T ER.OP AND BOTTOM OF THE MEMB EVERY BOLT MN5T EXTEND THROUGH THE FULL nF GYPSUM BOA THIGI0LI55 of THE MEMBEI¢.USE wA_ 4 UNDER HEAD AND NUT. o 0 0 0 @ o 0 0 0 0 DOUBLE PLATE •5d COOLER NAILS a 10" O.G. 00)bd NAIL 5.STAGOM EACH Row OF FASTENERS BY 121. 2'SPACE NOT NOTE:- ENDWALL 5TUD5 4.FOR A THREE-PIECE MPMBCR,THE!SPECIFIED NAILING 15 FROM IEAGH SIDE. 1 TO W FILLED \ ® NONGOMBUrTIBLE FIRESTOPPING \JO15T SHALL BE LOCATM DIRECTLY • DENOTES ALT.FOR USE OF DRYWALL SCREWS FIReSTOPPIN6 IIj1'11 �. Q. APPROX.I INCH THICK STUDS,UNLESS TOP PLATE 15 4'a EDGE/12"a FIELD FULLY BLOCKED 5.FOUR-PIECE MEMBERS SHOULD ONLY Be USED WHEN LOADS ARE APPLIED TO DE516NED TO CARRY THE LOAD 50REAS M6- 04 TYPE W OR 5 BOTH SIDE OF THE!MCMeER 0 FA 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBL®FOR 6'OA.OR TRIPLED FOR 41 O.C.NAIL SPAG1Ns. LOCATION"I INTERIOR STUD DETAIL OVERLAID ROOF STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. ATTACHMENT ® VALLEY T.2 ROWS OF Ibd COMMON NAILS 02'O.e)FOR DEPTHS 12'OR Less LOCATION 8 FIRSSTOPPING LOCATION a b.5 ROW5 OF l6d COMMON NAILS 02'o4)FOR DEPTHS OF 14',16'4 16'. LOCATION 10 STRAPPING w/4 bd NAILS GON5TRUGT 1 ON DETAILS A I ND LOAD PAT+ CONNECT 1 ON DF-TA I LS OEA.END a R.R. FULL WIDTH 2" BLOCKING mp NOT TO SCALE v w ( to TOP PLAT(_ DRILL 2"0 INTO ROOF DECK FOR STRAPPING IN5TL. NTER5EC71 ON DETAIL XIST.OR NEW NEW R.R.SET IV R.R.BELOW K I N5 STUDS UPPER TOP PLATE LAPS 4 IOd UNIINUOUS LOWER TOE NAIL NOTED GONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.b \\` ALIGN NEW 4 EX. WOOD JOTS WOOD JOI CRIPPLE STUD ' ccl[E� 1° R.R.A5 SHOWN PLAN VIEW BLOCKING JOIST HANGER HEADER z JU 2 702 Ltl SOU HOLD OWN NOTE. SIMILAR a 'SHED' ROOF,R.R. IN LINE GIRDER/HEADE -Q O PLAt NING BOARD JACK STUDS � WOOD GIRDER WOOD J015T GENERAL REWIREMENT5 FOR GENERAL REGU I REMENT5 FOR INSTALLATION OF CLINCHED NAILS. INSTALLATION OF TOE-NAILS W a MAIN MEMBER JO 15T FRAM I NO OVER WOOD O I RDER J015T FRAM I NC FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION PROJECT: DHC LAND, LLC ""�IAM.x a 1.APPROX.TOE-NAILS50 SHALL THE MAIN DRIVEN RAFTER MEMBER 4 STARTED APPROX. HE LEN67TH OF I. NAILS SHALL BE DRIVEPI PERPENDICULAR TO) AS SHOWN ABOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVVER WALL STUD O WALL STUD A MIN. OF (5) NAIL DIAM.'e. AT A 10' ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN BOTTOM PLAT BOTTOM PLAT 4180 NEW SUFFOLK AVE MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST BATHTUB SUB FLOOR 51X TIMES THE DIAM. OF THE NAIL DOUBLE J015 DOUBLE JOI5 MATTITUCK, NY 11952 S. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL TOP PLATE BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JO15T WHEN FASTENED TO A 2"x4" TOP PLATE OR S TOE NAILS DRAWING TITLE: IN EA. SIDE WHEN FASTENED TO A 2 x6" TOP PLATE. WALL STUD FRAMING GRAPHICS GH I M. CHASE SEGURI NO ® STD. 51 DE WALL BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR„ DOUBLE JO15T FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION NOTE: UNDER KITCHEN FLOORS AND RADIANT FLOORS WITH MUD. (SIM. a CHASE WITHIN PLANE OF ROOF PAGE: R/LSTUDS 5 E5 W STRAPPIN6ATTIC TO R/L SIDES) r NI ND RE5157AN7 CONSTRUC71 ON CONNECTORS H • CONNECTION LOC�A71ON: PART NUMBER: NOTES: G-004mOO 'TOP PLATE a m cGHIM. CHASE WALL RID5E-TO-RAF17ER5 052062111 APPLY TO EACH PAIR OF RAFTERS war � T RAFTER-TO-VOALL H7 APPLY TO EACH RAFTER DATE: 07/06/26 4 OF 20 d z u RAFTER-TO-PLATE HS or H2.5 APPLY TO EACH RAFTER z ROOF PLATE-TO-WALL, STUD 0520 ® 15" APPLY TO EACH WALL STUD O READ z � 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 0520 © 56II APPLY TO EACH WALL STUD BLOCKING ...� ,TO ALIGN w/STRAPPING Q 1I a EA. LEVEL ABOVE HEADER-TO-JACK STUD C520 @ 12 APPLY TO EACH JACK STUD THE FIRST FL. ®-w 6f/` , ® CRIPPLE STUD-TO-IHEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOIINN ANCHOR 55T516 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 157. FLOOR-UNDER-5>ILL PLATE G520 (USE WITH 5" 5GUARE WASHERS) ,. USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. SIDIE VIEW PLAN VIEW FOLLOW MANUFACTURE'S RECOM4ENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OFF-5TREET PARKING REQUIREMENTS - PROPOSED USE 51TE PLAN NOTES BUILDIN55 DE5I5NATION5 SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S SITE PLAN 4 15 FLOOR AREAS (5.FJ / UNITS PROPOSED FARM STAND: SUBJECT TO VERIFICATION BY A LICENSED REQUIRED BY BUILDING TOTAL (D PROPOSED WATER SUPPLY LINE O I-STORY WOOD-FRAME BLD6. w/SLAB-ON-6RADE SURVEYOR. THE INFORMATION REPRESENTED TYPE OF USE NUMBER OF PROP. PARKING DRY BUILDING ON THIS SITE PLAN IS TO THE ARCHITECTS PARKING MOP. AG. SOP• PROP. EXIST. SPACES ® EXISTING OVERHEAD ELECTRICAL WIRES 266 S.F. G.F.A. SPACES �7 RMD PROD. IIPAR FARM- &ARAlSE TOTAL REQUIRED SLAB EL.-24.01' BEST OF KNOWLEDGE. Q BLIPS. ©B PROP05ED BURIED ELECTRICAL LINE PROPOSED AORIGULTURAL PRODUCTION BUILDING: 0 I-FAMILY DETAGFED 2 SPACES PER _ 2 a) I-STORY METAL-FRAME BLD6. w/SLAB-0ON-GRADE 2. SURVEY INFORMATION WAS OBTAINED FROM W DWELLING 2- O PROPOSED PROPANE TANK, 1,51a 5.F• S.F.A. A SURVEY DATED SEP I EMBER 01, 2025 AND W CU FISH MARKET, 3 I p00 GALLON BURIED PROPANE TANK w/: SLAB EL.=24.0' PREPARED BY: -J m INCLUDING - IO' MIN. SEPARATION FROM BURIED UTILITIES WHOI�ALE AND I SPACE PER 200 PROPOSED POLE BARN: KENNETH M. WOYGHUK LAND SURVEYING, PLLG Q :�' N S.F.OF&ROSS 255 - - - - 255 1.4 (INCLUDING SANITARY AND WATER LINES) MAINTAINED O 2-5TORY WOOD-FRAME BLD6. w/SLAB-OWGRADE L() RETAIL SALE OF FLOM AREA - 20' MIN. SEPARATION FROM SANITARY SYSTEM P.O. BOX 155 � C FINFISH AND/OR 5,580 S.F. 6.FA. m SHELLFISH 5TRUCTURE5 AND DRYWELL5 MAINTAINED I PER EMPLOYEE OR - 100' MIN. SEPARATION FROM WELLS AND TOP OF SLAB EL.=243' PHONE: 651) NY -1131 _ MARICULTURE/ I PER 500 S.F.OF BLUFF LINE MAINTAINED PROP. FARMHOUSE w/ COVERED PORCH 4 DECK: PHONE: (631) 2a6-1566 '- 0 AQUAGULTURE FLOOR AREA - 151q 3 555 - - 5 Oqq 10.2 O 2-5TORY WOOD-FRAME BLD6. w/BASEMENT ' `�- BUSINE55 WHICHEVER 15 PROPOSED 5TORMWATER DRYWELL: WOOD-FRAME COVERED PORCH 4 REAR DECK } GREATER 6'0 x 2' DEEP DRYWELL 1631 S.F. &.FA. I ' -" 3. ELEVATIONS REFERENCE NAVD IQ66 O N z TOTAL(ROUNDED UP). 14 F.F. EL.m2b.4' _ 48 PROPOSED STORMWATER DRYWELL: C 0P -- -- - a co I— - � PROP05ED PIER w/ ACCESS PATH: ' - ` " TEST HOLE DU6: MARCH 20, 2025 > 0 .-- 8'(0 x V DEEP DRYWELL - \- C OFF-STREET PARKING GOP�IPLIANGE - PROPOSED USE O APPROVED PIER w/4-WIDE ACCESS PATH THROUGH _ --_ 1 XO 4- PROP N OSED 5TORMWATER DRYWELL+ NON-DISTURBANCE BUFFER PER PERMIT NO. 1 __--- I \ 0 0 m C4 4G I-415 -04281/00003 d TRUSTEES PERMIT NO. 1057q TEST HOLE DATA .� 0 +-' .- REQUIRED PROVIDED O &0 x 8' DEEP DRYWELL �` I \ 4-' a-' Ln EXISTING GARAGE: ' - ----_-- 1 \ ROY K. RE15516, P.E. 0 O ccc TOTAL PARKIN&SPACES 14 14 5TORMWATER SYSTEM DRAIN PIPING: O I-STORY WOOD-FRAME BLD6. w/5LAB-ON-GRADE " ---- I \ Q c O ACCESSIBLE PARKIN&SPACES b1 1 2 - BURIED BUILDING LEADERS FROM DOWNSPOUTS (TYP) DRY BUILDING 1 _ _ - _-- 1 EL.-25.0' r�,0) - PROVIDE &V MIN. SDR 55 HDPE PIPE 248 5.F. &.F.A. - VAN-AGGESSIBLE PARKING SPACES I 2 - 1 \ __._------ ,t,�� AT CR0551NG POINTS w/BURIED UTILITIES,MAINTAIN 5LA8 EL.=t25.2' _ - _--' FARM STAND PARKING SPADES f4) 4+2 NNIMPROVED) 12(ALL IMPROVED) 16" MIN. VERTICAL SEPARATION BETWEEN LINES __�--' __- � I ®3q: PT TOPSOIL PER IN PIPINe: s-PERTom OF 201O10 ADA STANDLARDS FOR AGGE551BLE C:ESION,TABLE 206.2. 5B - - -- --- --- •"�• , ® 2.0' e_ ACES 2"4> MIN.CRO55-OVER PIPES CONNECTING DRYWELL5 (TYP) _•-.�.••"'� (S► VAN-AGGESSIBLE PARKING SPACES ARE NOT IN.ADDITION TO THE ACCESSIBLE PARKING 5P - LISTED IN THE ROW ABOVE.THESE SPACES ARE AMONG THE AGGESSIBLE PARKING SPACES,BUT POLE-MOUNTED LIGHT FIXTURE: _ _ SM BROWN SILT AL50 PROVIDE AN ENLARGED MINIMUM a6"-WICN:ACCESS AISLE AS REQ.'D TO ACCOMMODATE A __-- - �,• \ _ 4-WHEELCHAIR LIFT. ® MODEL: ALED527Y/7PR _ _-- •�•_ 1 1 \ MAKE: RAB LI6FfTIN6 ---- �� _ "-'� ••"�• ® 'QA \ ° 5.5' PER TOWN OF SOUTHOLD CODE'12-6.A.(4) --4i - ` •�►� MOUNTING HEIGHT: 20'-0" --- _--' �.� LD ®p SP BROWN SAND LUMENS: 5,415 _---- __"-'`�_��'" p , ' \ AND GRAVEL WATTAGE: 405 WATTS ` COLOR TEMPERATURE: 3000°K _ -- _ _--'" •"'• EXTERIOR L16HTINC3 ANALYSIS TABLE HOURS OF OPERATION: 6-'1 AM + 5-8 PM (APPROX) - __-- •�'�• -A))g® I , \ • LI6HTIN5 CONTROLS: PHOTOCELL _--' •'''� -13 1 n , LUMENS/ACRE ALLOWED: 25,000 6B POLE-MOUNTED L16HT FIXTURE: _ - '- -- •�• -- -- p 1 \ ® W O MAKE: RAB LIGHTING "_- '"••►' -- -_____ ftl 1 \ LOT AREA (ACRES): 1.81 MODEL: ALED54TY/1PR __--040,34°��`::i•'"'r•____--- --___ , ■ MOUNTING HEIGHT: 20-0 _ •=�.� ----" - - 12 \\ . MAX LUMENS ALLOWED: 45,3-i1 LUMENS: 5,4bb __--"" - -- WATTA6E: 40.4 WATTS •�.•!" _--- _ , SP SAND LIGHT BROWN GRAVEL COLOR TEMPERATURE: 3000°K _•�•�-1q6�� ___--_----- I -�--- ---- D FIXTURE LUMENS HOURS OF OPERATION: 6-"1 AM + 5-6 PM (APPROX) -------- TOTAL LIGHTING CONTROLS: PHOTOCELL (PER SITE PER QN• LUMENS -MO D GH FIXTURE MOTION SENSOR: % PLAN NOTE) FIXTURE WALL UNTE LI T F XTU w/ OTI N 5 N O MAKE: RAB LIGHTING ® / Q 6A 5,4"� I 5,4'73 MODEL: SLIMI"iFAFG40 MVS MOUNTING HEIGHT: 10-0 LUMENS: 4,545 / 6B 5,466 3 16,404 WATTAGE: 51.1 WATT5 0 ® bB I I � -d� 15.0 - COLOR TEMPERATURE: 5000°K 0 1 I p 1A 4,5415 6 2"15-10 HOURS OF OPERATION: 6-7 AM + 5-8 PM (APPROX) °�: Q7 I Q LIOHTIN6 CONTROLS: PHOTOCELL + MOTION SENSOR '18 4,5g5 2 9,Igo ,B WALL-MOUNTED L16HT FIXTURE w/ MOTION SENSOR: ® 12 14 i / O PALE BROWN MAKE= RAB LIGHTING TOTAL LUMENS: 56 3-I MODEL: SLIMITFAFC40 MV5 I I 3j 6 MOUNTING HE16HT: 22'-0" LUMENS: 4,595 O• ( 5P 6RAVEAND LD WATTAGE: 3-1"1 WATTS b � I � COLOR TEMPERATURE: 5000°K �s HOURS OF OPERATION: b-T AM + 5-6 PM (APPROX) LI&HTIN6 CONTROLS: PHOTOCELL + MOTION SENSOR 11.01 6 �� i I 21.0' DRAINAGE SYSTEM INSTALLATION NO�� OFF-STREET PARKING SPACE: O� • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DIRYWELLS 4 ® q' x 1Q' PARKING SPACE (TYP) w/: -1pj° -1 + COMMENT5: NO GROUNDWATER WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SANITARY LINE - PAVEMENT MARKIN65 MUST BE PROVIDED ANYWHERE 5 13A 0 ® _ O I ; ; ENCOUNTERED. AND THE EDGE OF ALL FOUNDATION WALLS FIVE OR MORE SPACES ARE LOCATED TOGETHER 6 j : - WHERE ANGLED,PARKINS SPACES SHALL BE SET AT , ® rja.6 O 6B 569 36 50 E • A MINIMUM 5 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 4 60° FROM ACCESS LANE. 5.O ® PROPERTY LINES - 10' MIN. SETBACK MAINTAINED FROM PROPERTY LINES O 5 • A MINIMUM 2O' SEPARATION 15 REQUIRED BETWEEN PRYWELLS AND - 15' MIN. SETBACK MAINTAINED FROM WALLS OF y� 24 0 N 23 S� O 3 BURIED PROPANE FUEL TANKS, SEPTIC COMPONENTS, LEACHING DWELLING UNITS w/WINDOWS HAVING A 51LL HEIGHT OF 15.3 p 1 j O --- 14 �6. ,/ /� FIELDS, AND SEWER COMPONENTS. UNDER 6' ABOVE PARKIN& SPACE / • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED DETWEEN THE _ J, VAN ACCESSIBLE PARKING SPACE: �� BOTTOM OF DRYWELLS 4 THE HIG1 PEST EXPECTED 61ROUNDWATER PROVIDE MARKING FOR 8'-WIDE ACCESS AISLE 4 "VAN ® �\ • ELEVATION. ACCESSIBLE" SIGN ABOVE ADJACENT PARKING SPACES r 16.0' y` •0, CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL PROPOSED SION (FARM)= • SEE ALSO CONSTRUCTION DOCUMENTS DETAIL. PROVIDE 516N IDENTIFYING FARM ON NEW SUFFOLK AVE. DRAINAGE SYSTEM CALCULATIONS: PROVIDE TOP-MOUNTED SIGN LIGHTING AT BOTH SIDES OF O ®1 [�� PROP05ED DRYWELLS ARE INDICATED BY "D.W." ON 51T7E PLAN SIGN;5PEGIFIG MODEL TO BE SELECTED BY OWNER. 1 NOTE: (1) &0 DRYWELL PROVIDES 42..22 G.F. PER FT. OfF DEPTH LIISHTIN& SHALL CONSIST OF IF.9. (ILLUMINATING ENGINEERING SOCIETY) "FULL GUT OFF" DE516NATED i / ' / j ' 0 ' /d FARM STAND: 1 SB 415 > / / �J , FIXTURES WITH "RLM" (DISH) TYPE SHIELDS. LI&HTIN6 / / 6' W ,' 0 SHALL BE P051TIONED SUCH THAT LIGHT FALLS ENTIRELY O \\\V��-.�1 0 ' m FARM STAND ROOF COVERAGE = 441 S.F. ON THE 516N AND So THAT BULB 15 NOT VISIBLE FROM ■� 14 /� � �� 441 5.F. X 2 RAINFALL EVENT = "13.5 �...F. STORAGE REG�2.D ANY POINT OFF THE PROPERTY OR INTO THE ROADWAY. \ Vill (I) 6 x 2 DEEP D.W. PROPOSED = 84.44 G.F. STORAGE: PROVIDED *NOTE= SIGN LI6HTIN6 15 EXCLUDED FROM EXTERIOR SAAGRICULTURAL PRODUCTION BUILDING + POLE BARN (NO>RTH HALF): LISHTIN6 ANALYSIS* AGRICULTURAL. PRODUCTION BUILDING ROOF GOVERAGIE = 1,469 S.F. ae PROPOSED SIGN (RESTRICTED ACCESS): POLE BARN, 50� OF ROOF COVERAGE (NORTH HALF) = I600 S.F. O PROVIDE 515N w/REFLECTIVE COATING INDICATING 1 h % / / ' I HATGHIN6 INDICATES 1-- TOTAL IMPERVIOUS GOVERA6E = 3,06a S.F. "RESTRICTED ACCESS" AREA FOR FARM GREW ONLY 1 5A Q / // ,'/ / ' NON-DISTURBANCE BUFFER W 2 3 7 26 3,0601 S.F. x 2" RAINFALL EVENT = 514.5 G.F. STORAGE 'PROVIDED PROPOSED DUMP5TERS: 1 '-i �� / {/ �,/ /� // S UTHO D TOWN (2) 6V x 6' DEEP D.W. PROPOSED = 4:'15.5 G.F. 5TORA6E PROVIDED 15 PROVIDE (2) DUMP5TER5 (2 GU. YO. MIN.EACH) FOR 4q.0 - / / ' /' , f/ ' ' ' ' , ' 0 P NNIN BOARD TRASH B RECYCLING 10.0' // I �� 1.q / /i i ' 0 POLE BARN (SOUTH HALF). II PROPOSED SANITARY SYSTEM BY OTHERS: // 7A I ��� ✓ POLE BARN, 5051; OF ROOF COVERAGE (SOUTH HALF) = I,6o0 S.F. SEE 5.C.D.H.S. REF. NO. _-- ___- - 1 m -'_- -I '�, / / ,/ /`/ ; I; I w 1,600 S.F. x 2" RAINFALL EVENT = 266.7 G.F. STORAGE (PROVIDED EXISTING DIRT DRIVE (TO BE ENLARGED): (I) 6'� x 6' DEEP D.W. PROPOSED = 3:3-i.76 G.F. STORA6+E PROVIDED 12 ENLARGE EXISTING 10'-WIDE DIRT DRIVE TO I& MIN. WIDTH. CONSTRUCTION OF ENLARGEMENT TO MATCH NEW DRIVES. FARMHOUSE: PROP05ED PERVIOUS DRIVE: 10 II 2B // / / IL ' FARMHOUSE ROOF COVERAGE (ASSUtriIN6 I'-O" O.H.;VERIFY)= 1,122 S.F. I3 Ib'-WIDE N.O.N) ACCESS LANE TO BUILDINGS 4 PARKING w/: j I 5P' MIN• / / ^ / /✓ // - _� O 1,122 S.F. x 2" RAINFALL EVENT = 16'I c�F STORAGE RE5R.'D - 6% MAX. SRADE WITHIN 25' OF ANY STREET (1) 6'(P x V DEEP D.W. PROPOSED = 211.1 G.F. STORAGE PROVIDED - 1096 MAX. GRADE AT ANY OTHER POINT ®1 // / % //,// / %/ i i i I F- 14 PROPOSED TURNING RADIUS DRIVE: 11 45.0 78 13/// a8 / ; // // / // /, // 1\ II I i ® PROJECT: 55OUTER RADIUS w/ 16WIDTH. / ; / / , / QCOORDINATE TURN w/PROP05ED LANES AS SHOWN. 15 1 // / / '/ , / / IU7A �// / / / ,/ � �, , \ itpt�2vw DHC LAND, LLC ETE �- ---- I ( / / / 8" TH I GK REINFORCED GONGIR 1 _ _ _ COVER; I F PLACED UNDER DRI VEVWT' 24" DIAMETER INLET ---- / \ 11it i it GO ° ---� _ / / COVER TO BE TRAFFIC 5E R:I NO 5LA5 it ORATE � FRAME; I F 01 G _ - / �I / PLACED UNDER DRIVEV4A*r 1 -� --� i / it ORA55 SHOULDER AREA OR ORATE TD �E GIST IRON i 7A 6.o I 4B/I y/ it � 4180 NEW SU FFO LK AVE DEFINED SURFACE COVER MATTITUCK, NY 11952 6.r-- --- - TEST f % / ' ; ; DRAWING TITLE: ®l SA II HOLE , f ® SITE PLAN DETAILS 1 / 2B 1 00 13 0 ;r� i // ' �' PROP. ENLARGED SITE PLAN OFF-STREET PARKING REQ.'S ---- -®-Ijl 14 ?A II III Lu f I 16.6' I - D T-- - � I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �_L � O I6.o' PAGE. �, � I--I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III_ I ,� _III __ _ SA G 005. 00 - / ,, , , ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III it Ilt it It I I III , , I � ' �� _- ` ' DATE: 07/06/26 5 OF 20 / ,, ', , ', ' , ' ', '1 125 12 PRECAST GONG. / N / / , / GROUND LEACH I NO RI NO. SEE / NATER CALCULATIONS ON FOR REC�'D 566°40'21 8 0,34E d I <`. . SITE PLAN 54.64' rn 20: ` o T,; : EFFECTIVE DEPTH 12' N66°4o'20 cam► 21_0:: DIAMETERS 21_al: Iq.52' M IN. PER SITE PLAN MIN. ; f�.;z•e.Ater•*��r IL GLEAN SAND 4 GRAVEL FILL �: .^•-{,a:�F� N .I ,. STORM NATER DR`rNE1LL DETAIL PROPOSED ENLARO ED SITE PLAN SCALE: 1/2" = P-O" SCALE: 1" = 50'-0" SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SURFACE COVER SITE PLAN HATCH KEY: SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED \ / t� / /� ON THIS 51TE PLAN IS TO THE ARCHITECT'S a MIp ER Y I OUS ROOF GO\Y ERAO BEST OF KNOWLEDGE. Q 2. SURVEY INFORMATION WAS OBTAINED FROM Lu A SURVEY DATED SEPTEMBER 01, 2025 AND Lu PREPARED BY: co M CONCRETE / FAVEMENT KENNETH M. WOYCHUK LAND 5URVEYINO, PLLG < N P.O. BOX 155 cl� L0 AGUEBOGUE, NY IIa31 NATURALLY VEOETATED 11 I _ PHONE: (631) 2a8-1588 +� 0 co 1 - 5. ELEVATIONS REFERENCE NAVD 155 DS NON-D I STUR5ANOE o E N z NETLAN o NON-FERTILIZATION BUFFER cv � X N _ - o o m +F co _ \ o NATIVE LANDSCAPE AREA — _ --- a W W � , �_._--- _-- TRENCH DRAIN \ Q (EXISTINO ORASS/�EOETATION) _ -__ _-- a o env DIRT ROADNAY - -�-� f __-- -"- ., _�,_.�- �, ■ ���'-'� TEMPORARY ' 1 �".r CONSTRUCTION 1 �� r ENTRANCE (SEE DETAIL) \ PERVIOUS DRIVE / FARGIN6 r \ ® 3 1 --------------------------------NV PROP. HAY BALES cl AND/OR SILT FENGIN6 b b b b I+ 1 i PROP. HAY BALES SURROUNDING AND/OR SILT FENGIN6 CONSTRUCTION AREA , f SURROUNDING o 0 0 0 0 0 i CONSTRUCTION AREA I ^ O y \V I& MAX. G. TO G. V PROP. TEMPORARY CONCRETE WASHOUT AREA .y .y���- •y� -- �_-_..alr; W W / W / , �/ i/ / ,' //i/r,'/' r EMBED FILTEfZ GL MIT rr MIN. b" INTO SRO-1- - ' ' o 0 0 0 - / / L7-/ NOTE: aF v� f��`P w 5T gyp. 1 b b �v b r /, 0 l MAXIMUM DRAINAGE AREA t�,0 ' p ' / '� 0 1/2 ACRE/ 100, LINEAR FEET 6 �1 (2�00 i y o o y,' v y y y y O / %///, //Q / � \/ r J" y. .�, // / 'l�� ,r 'r' r'rr' r' r' ' �/ LS v '---� SILT FENCE DETAILS --- I ZQ�'J r SCALE: I/4n II-Ou .v -- � � . , ' z £J ,I HOL TOWN Lu --------------------- FLOW ✓i '/�/i /��//i/i/ ! / ✓ /r u PROJECT: >,' , DHC LAND, LLC " VERTICAL FACE ICKETS OR 2"x2" 5TAKES 1.5' TO 2' IN SROUND. DRIVE 5TAKE5 FLU5H WITH TOP OF HAYBALE5. BEDD I NO DETAIL ANOHOR I NO DETAIL/5TRAN BALE DIKE DETAIL V SGA : I/4" = I'-011 SCALE: 1/4" I'-O"Lf= b f y , III I 4180 NEW SUFFOLK AVE MATTITUCK NY 11952 BUT SUFF I C I ENT TO KEEP y y w ; ' SEDIMENT ON SITE DRAWING TITLE: � �� I I 1 , , II I y b I / PROPOSED SURFACE COVER & kill , PROP. HAY BALES EROSION CONTROL /OR SILT HAY BALES VOR SILT FENGIN6 URROUNDIN6FENGIN6 ® CONSTRUCTION AREA PAGE: `' W �I y J Ji .y „I!-�, v, y, I"I••'! I w L ',I / � V V, � I,t II II +I II II 1 i I G-006mOO C,y c w Q z V y i v v O Q- DATE: 07/06/26 6 OF 20 P P 0 = PROP. TEMPORARY CONCRETE WASHOUT AREA / R CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED STONE BLEND OR N.YFILL. STATE D.O.T. APPROVED R.O.A.R ;.`. TO 15" (MIN) ABOVE EXISTIN6 GRADE FOR DRAINA6E TEMPORARY OONSTRUOTION ENTRANCE DETAIL PROPOSED 5URFAOE COVER 517E PLAN SCALE: 1/4" = 1'-0" SCALE: I" = 30'-0" ELEVATION NOTES six I vk INDf \ 12 12 TYPICAL ROOFIN6t �FARM 4 4TAorm Q I IA O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 6 6 CONSTRUCTION STANDARDS a 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION Q BEFORE INSTALLATION � BU I LD I NC DATA - FARM STAND ASPHALT ROOF SHINSLES,_- (COLOR) Lu cu C2 co OCCUPANCY CLASSIFICATION U (AGRIOULTURAL BUILDING) 6 I- -- - - - - - - - - - - - - - - - - - - 8 O PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. Q 41 N GONSTRUGTION CLASSIFICATION V-B I 3 5 4 LO TYPICAL SIDING: � � � FLOOR AREAS PER SOUTHOLD TO!4N CODE, SECTION 250-4: I I'-O" I O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS - O CONDITIONED 5RO55 INTERIOR EDGE OF S 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 4-J �; (.0 AREA AREA I HAUNCH FOOTING(BELOW p pN w0 FIRST FLOOR AREA 0 S.F. 285 S.F. TONGUE 4 6ROOVE CEDAR SIDING,- (COLOR) B- (� � O LINES OF EXTERIOR B 51DIN6 4 INTERIOR I O 2 X � (V FACE OF F-XP05W I 5" K-5TYLE SUTTER5 $ DOWN5POUT5; O ACCESSORY STRUCTURE REQUIREMENTS - FARM STAND 5TUD5(ABOVV O4 __- (COLOR) $ ALUMINUM (TYP) .� p . SOUTHOLD TOWN CODE 250-15 3 O TYP. --- (EO TOR) 5/4RNERSK' M dORAK0,ES 1 (49 O N O co b Q O 2. PROVIDE FULL-LEEN&TH BAND AT BARN DOORS (6"), a O CRITERIA REQUIRED PROPI05ED COMPLIES - - - - - - - - - - - - - GONGEALINOOF HARDWARE 4 TRACK ViF-5T ELF-VATI ON (LEFT 51 DE) FAST ELEVATION (RI C HT 51 DE) O FREEZE PROOF HOSEXTERIOR BIB: MAX. HE I6HT 22.0' 12.7' YES 6 - . - . - - - - - - -- -- - - b b - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) � u • 1_ II u = ,_ �� - FASTEN SIB TO EEXTERICx2 OF STRUCTURE;NO PLUMBING MIN. SIDE OR REAR YARD lU 20.0' 32'5.3' YES SCALE: I/4 I O SCALE: (/4 I O SHALL BE RUN THROUGH INTERIOR OF FARM STAND MAX. 5QUARE FOOTAGE (2) 2,372 S.F. 258, 5.F. YES I IA I 11 24'-O" 2-O �I' 1_ SIDE d REAR YARD SET$AGK REQUIRi'MENTS F Oft A 60,000-'794, 119 5.F'.LOT 51ZE PRESENTED,AS STATED IN THE LOT COVERAGE TABLE. .,-..W..._w.,.. ,.,,�,.._.,_-_.w,._,.__....__w_____-. ...-,.-..-......�... ._......._....-. ......o._......_,w._.. . AP PLICABLE TO THE AREA OF BUILDABLE LAND AS - - - DARE FOOTAGE ALLOWED CALCULATED,45 3%OF LOT 5'BUILDAIBLE LAND AREA,FOLLOWING MAX.5Q �„ SOUTHOLD TOWN CODE 260-15.G STIPULATIONS FOR LOTS IN EXCESS OF 960,000 5.F, FOUNDATION PLAN FARM 5TA I `P �., ......,...�..�..._.......�.....n,.....__,..,......m...._. _ __ ___"'"""""'tea= _-__:.�=-•�.,.�.....-, _._...- _ .._.. ,. GALE: I/4 ^ I NOTES _ _ ___ ___ _ _- --_ __-. ----_--.._ _----__ --_ __ _.. FLOOR PLAN N _ - - - GONGRETE APRON I. PROVIDE CONCRETE APRON LAB O TRANSITION .-�� - -- ---- - - - -- ___-- --.-- SMOOTHLY FROM SLAB EL. TO GRADE NATURAL VENTILATION 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 FLOOR 3. CROSS SLOPE MEASURED PERPENDICULAR TO AREA 2bT S.F. � � TRAVEL OF APRON SHALL BE NO STEEPER THAN 1146 Q (2% SLOPE) S.F. REQ. S.F. PROD. 4. BROOM FIN15H TO PROVIDE SLIP-RES15TANT SURFACE VENT LINE OF ROOF �Q,D 10.'1 S.F. 112.0 S.F. - POVERHAN& 5 Z- < 1. REINFORCED P. GONG. SLAB ® I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON - - - - - - - - - - - - - - - - (OMIT 2. b MIL POLY VAPOR BARRIER FOR SLABS 102 101 n, PROPOSED 6'-0'OSED AT EXTERIOR LOCATIONS) UPON um W ' 3. 4" (MIN) GRAVEL BASE 8'-O" 8-O" I 3 REINFORCED P. GONG. SLAB 4 I. 4" (MIN) THK. P. CONIC. SLAB w/6"xb"-10/10 W,W.M. UPONd - 2. 6 MIL POLY VAPOR BARRIER(OMIT FOR SLABS 6 I MIGROLLAM VL -OE 8 PROPOSED AT EXTERIOR LOCATIONS) UPON 3. 4" (MIN) 6RAVEEL BASE 4. POUR SLAB MONOLITHICALLY w/HAUNCH FOOTING O3 P GONG • HAUNCH FT6 WALL GONSTRUGT (I) 2"x4" P.T. SILL PLATE w/GOPPEFL TERMITE SHIELD 4 I I I SOUTH F-L F-\/A T I O N (FRONT) NORTH F-Lr=YAT 10N (REAR) SILL SEAL FARM STAND " = 1_ 11 • ANCHOR BOLT'5 AS PER PAGE 6-003 26'1 S.F. SCALE: I/4" = I'-O" • P.GONG. HAUNCH FT6. A5 PER DETAIL I/A-101 I SCALE: 14 I O • POUR HAUNCH FOOTING MONOLITHICALLY w/ INTERIOR P.. Q I v Q 00 CONIC. • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN „ APPLICABLE) I N ® (TO BOTTOM OF ® I a BU I LD I NC SECTION NOTES • AIR ENTRAIN P. GONG. FOR PORCHES/ PATIOS/ STOOPS (WHEN APPLIGABLF) I EXPOSED GJ) DOOR NOTE: I I NEW ROOFING NOTE (TYP-):O4 I I. INSTALL NEW ASPHALT ROOF SHINISLE5. I. SEE DE516NATIONS 4 DOOR SGHEDULEE. ALL 2.INSTALL AS PER MANU 5MC.'s I 2 24"FROM INSIDE ICE ANDFA SHIELDTER FACE OFSTUD WALL AND AT VALLEYS 3.5EE PAGE 6-003 FOR ALL OTHER FRAMING Ip I 3.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT ELEMENTS AROUND DOORS (TYP. FcR ALL) U.O.N. 6 I I (2) I- "xa- " T.J. 2.OE 6 (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS MICROLLAM LVL HDR FOR PITCHES FROM 2.12 TO 4112,OVER OGUTTER _ - - - - __ - --- -- - - -- - - 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) SEE SPECIFICATIONS AT ELEVATION NOTES 22 CONNECTION 'A' AS 5.GAP 5HINOLE OVER RIDGE 4 HIPS (AS REQ'D) O 4"x5" ALUM. DOWNSPOUT (TYP): I 4 6 6'-O" 8'-0" 8'-O" PER PAGE 6-003 b.PROVIDE RIDGE VENT(A5 REQ'D VERIFY REQ.'D DOWNSPOUT SIZE w/ROOFING GONTRAGTOfR RAFTER TO RIDGE BD. "1. FLASH ALL VALLEYS - PROP. RIDGE HST._ _ 6.INSTALL DRIP S PE M NU. S O GUTTER HIGH POINT (TYP) - - - - - - - 24� - - - - - - - - -J ELE-V. +3-I.�' _ _ --_-_---_�_-_-- 12 w/SNMPSON VPA2 VARIABLE PITCH a.INSTALL ALL AS PER MANU. 5PEG.'s 16 CONNECTORS. BIRDSMOUTH CUTS TYPICAL ROOF 4 CEILING CONSTRUCTION: O HOEDOWN CONNECTION 'BI' AS P SHALL NOT BE MADE ON RAFTERS O • NEW ROOFING AS NOTED PER PAGE 6-003 WITH OVERHAN65 EXGEEDIN6 24" • 1/2" GDX PLYWD 5HEATHIN6(BLOCKING O ALL PLYWD HOLDOWN T" AS PER PAGE 6-003. Now RAFTER TO G.J., 2 SEAMS) C FIRM Dp USE HOLDOWN MODEL STHDIO (RATHER THAN STHP14RX TOP PLATE, 4 STUD 4 ENSURE 3" MIN. GONG. COVER FROM BOTTOM OF FT6. _ FREEZE PROOF HOSE BIB: �I �I PROP. TOP PLATE HST_ - O.J. R.R., G.J., 4 G.T. RI NOTED ON PLANS ® SPANS OVER O - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER: F I R5T FLOOR PLAN FARM STAND D Njol ELEV. +33.�{' 8' INSTALL R BRIDGING® CENTER OF SPAN,U.D.N) JUG 2 3 2026 �I 77 NEW EXTERIOR WALL GONSTRUGTION (TYP.): FASTEN BIB TO EXTERIOR OF 5TRUsCTURE;NO PLUMBING -- 1 1 O • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPE:G.'S) UPON z suur ,OLD 1 JWN SHALL BE RUN THROUGH INTERIOR OF FARM STAND SCALE: I/4" = I'-O" 4 ROOF I/2" COX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYIWD !'!'' 'I' �RD ELECTRICAL SUB-PANEL 10 - 60 AMP ELECTRICAL SUB-PANEL LOCATION �, O.H. SEAMS) UPON 0 - ELECTRICIAN TO VERIFY INTENDED CATSES w/OWNER TO it 3 2"x4" STUDS o Ib" O G. w/DBE. TOP PLATE O CONFIRM SUFFICIENT PANEL SIZE OVERHAN65 EXGEEDIN6 24"I U - ALL INSTALLATION AS PER NY5 ELECTRICAL CODE 5IRD5MOUTH GUTS SHALL NOT BE MADE ON RAFTERS WITH OVERHANGS NEW TALL T NOTE (TYP): Q O I. INSTALL TONGUE 4 GROOVE CEDAR SIDING A5 PER EXGEEDIN6 24",A5 PER NY5 R502.'1.1.1. INSTEAD,UTILIZE DBL. 2"x4" FARM ELEVATIONS UPON TOP PLATES (INSTALLED FLAT ON STANDARD STUDS) w/SIMPSON VPA2 STAND 2."TYVEK" HOUSE WRAP (VEENTED) (OR EQUAL) UPON SOIL BEARING CAPACITY NOTE: VARIABLE PITCH CONNECTORS FASTENED • EA. RAFTER. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E Q 3.INSTALL EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY BEARING CAPACITY OF I.O OTINC7F. _ 4,INSTALL ALL N PER MANU. 5PERIM FOR w 5 b ELEV. 24.- 1' PER PAGE III t 5. PROVIDE ALL NECESSARY TRIM FOR PROPER 0 INSTALLATION POURED CONCRETE AND STEEL REINFORGE'MENT NOTES: 7 211 % 5 STUD TO SILL PLATE 6,SIDING SHALL EXTEND IS" BELOW TOP OF HAUNCH FT6. I. ALL EXCAVATIONS SHALL N07 UNDERMINE EXIST. ADJAGENTT AVERAGE �l'&RAVE ----- - O P. GONG. HAUNCH FT6, 4 WALL ER TERMITE R ITE SHIELD : PROJECT: ELEV. +24•-7' -_ - _ `� (I) 2"x4" P.T. SILL PLATE w/ COPPER TERMITE SHIELD d FOUNDATIONS BY AN ANSL E OF 45" PROJECTED OUTWARD IAND 3'-O" SILL SEAL DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOPOTIN65. ROOF O.H. • ANCHOR BOLTS AS PER PAGE 6-003 D H C LAND, L LC • P. GONG. HAUNCH FT6. AS PER DETAIL I/A-101 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVeATION - - - - - -_ -_ -_ -_ -_ -_ -_ -_ -_ _ _ _ - _ _ SHALL BE DE-WATERED.THE POUR SITE: SHALL REMAIN DRY'FOR - - - - - - - - - - - - - - - - - - - - �- 5EGT10K 1 1/A- 1 O 1 POUR HAUNCH FOOTING MONOLITHICALLY w INTERIOR GONG. SLAB ENTIRETY OF POUR. CONTACT ARCHITET WHEEN WATER LINE OF INTERIOR C ENCOUNTERED. FACE OF EXP05ED III SCALE: I/4" Is: I'^O" APPLICABLE)EXPANSION JOINT ® PERIMETER OF SLAB(WHEi»t 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 144 DAYS. STUDS (BELOW) II I W, O ai III • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS 43 STOOPS(WHEN APPLICABLE) 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT OUTER FAGS (B STUD 0 X III O 26 DAYS AND SHALL CONFORM TO THE CURRENT ACI 516 COVE. FRAMING (BELOW) _ 41HO NEW SUFFOLK AVE III 5. ALL REINFORCEMENT BARS SHALL BE OF-FORMED CARBON STEEL ELEVATIONS REFERENCE NAVD Ig88 MATTITUCK, NY 11952 ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO OF LINE OF EXTERIOR III COATED. 51DINO (BELOW) 2"xb" RIDGE BD. 6. U.O.N., II LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS DRAWING TITLE: SHALL BE 5TA66ERE P. III III FARM STAND: "i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN III PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, III V N V o - BUILDING DATA SCHEDULES 2'-O" LAP COVERAI5E5,AND PL.UMBNE55. III •fl - III (TYFJ - PLANS - ELEVATIONS & SECTION 6. CEMENT SHALL CONFORM TO A5TM C-55 FOR STANDARD IMIEI6HT III xAr CONCRETE. ® n ® III 21lx4" ® 1611 O.G. ------- -- -- --,� - DETAILS II _ - - - - - - - - - - _ _ _ _ _ _ _ FRAMED WALL 111� H.D.G. HOOKED ANCHOR BOLTS m 3q" I I CONCETE _ COLD WEATHER POURING 4 CONCRETE MIXTURE - - - - - - - - - - O.G. w/5" SQUARE WASHER 4 ENDNUT. I I PAGE: 1PROVIDE STRAPPING 8 NAILING ANCHOR BOLTS SHALL ACHIEVE MIN, -I" I I II I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 5„ ROOF AS PER CONNECTION E' IN EMBEDMENT. SEE AL50 PAGE 6-005. ------------CONCRETE IN TEMPERATURES UNDER 45o F IF THAT TEMPERATURE TYPICAL NAILIN6/STRAPPIN6 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. O.H. fi A-101m00 REQUIREMENTS FOR UPLIFT 4" THK. REINFORCED P. GONG. I II 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. SHEAR 4 LATERAL Ra IST EA. TU SLAB POURED MONOLITHICALLY ----ON PAGE 6-003 EA. STUD w/ HAUNCH FOOTING 'i 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURIIN6 SHALL CONFORM TO AGI 306. 5 b 2"x4" P.T. SILL PLATE b"xb"-IOxlO W.W.M BETWEEN I it DATE: 07 06 26 7 OF 20 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / �I �I�'') UPON SILL SEAL UPON SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ROOF PLAN FARM 5TA1 ` Il COPPER TERMITE SHIELD UPPER� OF SLAB;SECURE IN PLACE DURING POUR #5 RED (TYP) Q TEMPERATURES WITHIN 10" F OF GONOMTE. #5 BENT t 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOYW. SCALE: I/4" = I'^O" GRADE ��a REBAR(TYP) O REMOVE AS REQ'D. �I b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE DOOR SCHEDULE - FARM STAND PERMITTED WHEN NECESSARY. _ r.r:t � ;� 4" THK. GRAVEL BASE UPON ; -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OIR HIGHER DOOR MATERIAL AND SHALL BE WITHIN 10° F OF CONC TE RETE MPERATURE. -t4- GLEAN COMPACTED FILL (2) #5 HOR. CONT. REBARI,_O"� 6 MIL POLY ONGRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER 1POURIN6. TA6 DESCRIPTION MANUFACTURER 0 NOTES ® TOP 4 BOTTOM OF MOISTURE RETARDER 8. G 0 HAUNCH FT6. (4 TOTAL) q. NON-CHLORIDE, NON-CORROSIVE AGGEELE RANT ADMIXTURES ARE WIDTH HEIGHT 4 PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER /ACI 506 l� HAUNCH " DEEP P. GONG. 0 PS ` h 1 PROVIDE 3" (MIN) GONG. COVER HAUNCH FT6. (MIN. 4p00 P51) •� ;" •` ` " ( (ASTM 04114/111 TYPES G AND E). OF ALL REBAR WITHIN P. GONG. POURED 10. CONSULT ARCHITECT WHEN STEEL EMBEDMENT GRo55 SECTIONALFIRST FLOOR FOUND. WALLS 4 P. GONG. FT6'S. INTERIORONC.ISLAB AB MONOLITHICALLY w/ CORNER CONNECTION AREAS EXCEED ONE SQUARE INCH. - II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EX(P05ED 101 BARN DOOR T.B.D. HAUNCH �I J,� �I/�` \ / �7 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ��� I 1 AU I ` C I FOOT I I ` O DETAIL 2 REBAR O Y ERLAI DETAIL REACHED A COMPRESSIVE STRENGTH OF 500 PSI. 102 BARN DOOR T.B.D. 51-6" 7'-O" 1 • I�� L� I�1 A�-101.00 SCALE: 3/4" = I'-O" A-101.00 SCALE: 3/4" = I'-O" 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506, (2) 2"x14" P.T. 9TRINGER5 ® 110 O.G. �I v"m'0' 0 L E'l. BARNi ry SLOPED HAN6ER5 m SUPPORTING 23 W-b" Q (5E I `►E R A L S��5 0 L. <E Q DJ. 4 MID-SPAN BM. (STRINGERS n SHALL NOT BE CONTINUOUS ACROSS T°.: 4„; NEW PARTIAL HEIGHT a MID-SPAN SUPPORT,DO 1�4I NOTCH) _ EXISTING TO BE DEMOLISHED , , WOOD FRAME (L.6. 5TL. Q BUILDING DATA - POLE BAIRN lo'-1V2° s'-II" 6'-loy2" 'i'-4" s'-Ily2" EXI5TIN6 TO REMAIN WHEN APPLICABLE) 0 2) 2"xl0" P.T. �---� W 24 (2) 2"x12" P.T. DROPPED"2".x `t NEW WOOD FRAME (L.6. NEW FOUNDATION WALL WOCCUPANCY CLASSIFICATION B (FOOD PROCESSING EST. NO DROPPED BM) - - BEAMS 5TL. WHEN APPLICABLE) _JMMORE THAN 2,500 S.F. IN AREA) - . MIN. (2) 2"x4" STRUCTURAL Q a-� (V CONSTRUCTION CLASSIFICATION V-B 2"xlo° P.T. d - II , NEW I-HR FIRE RATED P05T FOR 4" WALLS c toDROPPED BEAMS I L1 �j I -1II WOOD FRAME (L.6. 5TL. (MIN. (2) 2"xb" STRUCTURAL FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 2bO-4: O pL m WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. C O CONDITIONED GROSS I a I 2 oblbPOG J "' NEW 2-HR FIRE RATED +� (9 AREA AREA A1G GROUND SURFACE 0® x L r. (GONG. OR OTHER;SEE PLAN NOTE) I i4 25 4 WOOD FRAME (L.6. 5TL. �� /� NEW 2 xb PLUMBING WALL p N z O FIRST FLOOR AREA I,Sa9 S.F., 2,076 S.F. - - - __ - - -r - SE �i_� - - i- WHEN APPLICABLE) cz U N SECOND FLOOR AREA 6175 S.F. 1,502 S.F. ® _ _ _ _ _ _ _ _ _ _ - - - - 0 O 4- FLOOR PLAN NOTES 0O Cp LO AREA TOTALS 2,514 S.F.. 3 Ilet,560 S.F. - - _-- - 24 CONCRETE APRON 12 NEW GUTTER N O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION O SEE SPECIFICATIONS AT ELEVATION NOTES 7_0Q O a: 2 ACCESSORY STRUCTURE REGUIREMENT5 - POLE BARN o o I i SMOOTHLY FROM SLAB EL. TO GRADE VERIFY 6 ' ALUM. DOWNSPOUT (TYPUTTER SIZE w/ROOFING CONTRACTOR s. CROSS SLOPE SHALL BE O 12 NEW 4x3 MEASURED PERPENDICULAR T0 VERIFY REQ.V DOWNSPOUT SIZE W/ ROOFING CONTRACTOR APRON STEEPER THAN 1: I3 J: SOUTHOLD TOWN CODE 250-15 I N i i I - _ TRAVEL OF APRON SHALL BE NO STEEPER THAN I:46 14 GUTTER HIGH POINT (TYP) I 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE CRITERIA REQUIRED PROPOSED COMPLIES I I I I I5 ELECTRICAL PANEL: REINFORCED P. GONG. SLAB (a INTERIORS) - 200 AMP ELECTRICAL PANEL LOCATION Iq N ® i. b" (MIN) THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TOCONFIRM SUFFICIENT PANEL SIZE MAX. HE16HT 22.0' 255.5' T.B.D. - - - - I I I ( I I 2. 6 MIL POLY VAPOR BARRIER UPON �:12 GONG. � - ALL INSTALLATION A5 PER NYS ELEGTRIGAL GORE _ SLAB SLOPE _ _ tt 5. 12" (MIN) COMPACTED 6RAVEL BASE 4. PROVIDE TURN-DOWN HAUNCH AT BLD6. PERIMETER, Ib FREEZE PROOF HOSE BIB: MIN. SIDE OR REAR YARD p) 20.0' 121=1.6' YES I I I - POURED MONOLITHICALLY w/SLAB (SEE SECTION 4 PRE0I5E LOCATION T.B.D. IN FIELD - CONSULT W/OWNER " I BUILDING MANUFACTURER DOCUMENTS) C) • SLAB EL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE MAX. SQUARE FOOTAGE « 2,372 S.F. 2,q-16 S.F. T.B.D. ® -4-o I I 245 REINFORCED P. GONG. SLAB (a EXTERIORS) I7 VENTILATION IS NOT MET BY MEANS OF NATURAL I. 6" (MIN) THK. P. CONG. SLAB w/6"xb"-10/10 W.W.M. UPON CIRCULATION THROUGH WINDOWS OR DOORS TO SIDE 4 REAR YARD SETBACK REQUIREMENTS FOR A 60,000--mpiciq S.F.LOT SIZE PRESENTED,As B 2. 12" (MIN) COMPACTED &RAVEL BASE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION. APPLICABLE TO THE AREA OF"BUILDABLE LAND"AS STATED IN THE LOT'COVERAGE TABLE. I SLAB EL. I ( 405Z.2.s; INSTALL A5 PER MANU. 5PEGS �J -MAX.SQUARE FOOTAGE ALLOWED CALCULATED AS 5%OF LOTS 'BUILDABLE LAND"AREA,FOLLOWING SOUTHOLD TOWN CODE 260-15A STIPULATIONS FOR LOTS IN EXCESS OF 960,000 5.F. 24.8 I I �© O STAIR 4 RAILING (ACCESSIBLE STAIRWAY) NOTE: NEW ATTIC ACCESS - PULL DOWN LADDER: ALL STAIRWAYS SHALL SERVE AS ACCESSIBLE MEANS OF Ib I. MIN. 850 LBS CAPACITY EGRESS,PER 2025 NYS CHAPTERS 1 4 II. 2.PROVIDE UNIT BY 'FAKRO' MODEL#bbglg5 LWB INSULATED I. ALL NEW STAIRS SHALL HAVE MAX. '1' RI 4 MIN. II Tr - 4:12 GONG. O 1:12 I I I RISERS SHALL BE CLOSED ATTIC LADDER;OR APPROVED EQUAL SLAB 5LOPE _ I 2. GREATEST RI5ER HEIGHT IN A FLIGHT OF STAIRS SHALL 2.1. ROUGH OPENING 50 x54 NOT EXCEED THE SMALLEST BY MORE THAN ". 2.2• GEILIN6 HEIGHT MIN. 8 O,MAX. I0-4"3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-b 5• ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING �V " 4.COORDINATE PLACEMENT BETWEEN ROOF TRUSSES 4 _ 4. STAIRS SHALL HAVE A CLEAR WIDTH OF 46 MIN. PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS --1 BETWEEN HANDRAILS. 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q a ' ^ 5. HANDRAIL5 SHALL BE PROVIDED ON BOTH SIDES OF INSULATION ABOVE w/AD. FR. (OR EQ) BAFFLE OR. l/J b-2Y2 b. 6UAEACHRDRAIILLS SHALL BEPROVIDET OF STAIRS,AND D OR OPEN-51DEDWN ON � RETAINER TO PREVENT INSULATION FROM ENTERING nn 11 DWELLING WHEN OPENED,AS PER NY5 ECG R4022.4 W Q - - - - - - - - - - - - - - - - - WALKING SURFACES LOCATED MORE THAN 50" ABOVE I LL FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE ® '1. 56" H16H 6UARDRAIL 4 SPINDLE 5PAGIN6 NOT TO THERMAL ENVELOPE OF BUILDING). SLAB EL. ALLOW PASSAGE OF PE A 4" 0 SPHERE;56" HIGH 6.INSTALL AS R MANU. SPEC.s SLAB EL. :12 GONG. I SLAB EL, 23.q: B HANDRAIL. -f. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. CL SLAB 5LOPE z p 24.5 TO 245 b. GRIPPABLE RAIL AS PER CODE. SEPTIC SYSTEM HOUSE CONNECTION: 25.61 TO 25.61 I I O N (w/DRAIN PITCH) I I /' q. RAILING TO BE WOOD. Iq I. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION (W/DRAIN PITCH) N d 4'-O"-- �® DOOR NOTE: 2. SEE SGDHS APPROVED PLANS UNDER REFERENCE NO. _ O DATED 00/00/00. + `� I 4 I. NOTE DOES NOT NECESSARILY INDICATE EACH NEW 5. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" DOOR;SEE DE516NATIONS 4 DOOR SCHEDULE. 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR MINIMUM FROM BUILDIN6 FOUNDATION WALL. WALLS, U.O.N. INTERIOR PLUMBING WALL: w 5.INSTALL AS PER MANU SPEG.'s " v� 4.FOR EXTERIOR DOORS,PROVIDE STRUCTURAL FRAME INTERIOR PLUMBING WALL w/2 xb STUDS ® I6 O.G. p FRAMING ELEMENTS AROUND OMNIN55 PER SHOP VERTICAL CONDUIT WITHIN PLUMBING WALL: DRAWINGS BY OTHERS. 21 PROVIDE 5"4) VERTICAL TO 2ND FLOOR FLOOR SYSTEM roCD 1:12 I Q 5. FOR INTERIOR DOORS, PROVIDE MIN. (2) 2"xlO" HIM WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION ,q 4 SEE PAGE 6-005 FOR ALL OTHER FRAMING N I I ELEMENTS AROUND DOORS,U.O.N. 22 GOLD ROOM INSULATION: " O IN5ULATE GOLD ROOM WALLS 4 GEILIN6 w/4 THK. ACCESSIBLE ENTRACE PERMAGORE POLY-I50 PANELS. 4:12 GONG. SLAB SLOPE 4:12 GONG. SLAB SLOPE I I. ACCESSIBLE DOORWAY AS PER IGG AII"I.I,CHAPTER 4, - FASTEN TO METAL GHANNELS/BATTENS/AN&LES 4 INCLUDING THE FOLLOWING SECTIONS IN PARTICULAR: PROVIDE TAPING 4 GAULKIN6 PER MANU. 5MC,.'5 I.I. DOORS w/LATCHES MUST COMPLY w/404.2.E - INSTALL ALL PER MANU. SPEC.'S. - I 4 1.2.DOORS w/CLOSERS MUST COMPLY w/4042.1 EXTERIOR STAIR FOUNDATION: i I n 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. 23 - b" THK.P. GONG. WALL BENEATH P.T. 5TRINCER BEARING WINDOW NOTE: POINT,EXTENDING 5'-0" MIN. BELOW GRADE. O I. ALL NEW WINDOWS 4 DOORS SHALL BE "ANDERSEN" - PROVIDE 4 THK. x 24 LONG (MIN) P. GONG. PAD CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH INSTALL AS PER MANU. SPEC.'S. OF 5TAIR-5. DETAIL 2/A-20q. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I I 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; AS PER 5EE DE516NATIONS 4 WINDOW SCHEDULE. O EXTERIOR STAIR FOUNDATION: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJAGEN'T I s.FOR SUBSTITUTIONS,SEE NOTE #q IN 11&LAS5 WINDOWS 24 - WD. P.T. BM. (PER PLAN),UPON FOUNDATIONS BY AN ANGLE OF 45' PROJECTED OUTWARD AND AND DOORS" ON PAGE 6-002. - 6"xb" NOTCHED P.T. POST,UPON DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOOTIN&S. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. - SIMP50N ABU66Z POST BASE,UPON SCAB EL. SLAB EL. I I 5. ALL DOUBLE HUN6 WINDOWS TO BE TILT WASH - I6"0 P. GONG. PIER BEARING 5'-0" MIN. BELOW GRADE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION I 24.5' TO 24.5' 24.5' TO 245' I 6.IN GENERAL,TEMP. &L. SHALL BE PROVIDED: AS PER DETAIL 5/A-20q. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY(FOR I I (w/DRAIN PITCH) 0 (w/DRAIN PITCH) 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS Or- ENTIRETY o n OF POUR. CONTACT ARCHITECT WHEN WATER I I I SWIN61N6, SLIDING, 4 BIFOLD DOORS 25 EXTERIOR 5TAIR FOUNDATION: - CC ENCOUNTERED. I 6.2. WITHIN 16" OF F.F. - AD. P.T. BM. (PER PLAN), UPON 6.5. WITHIN 24" OF A DOOR - b"x6" NOTCHED P.T. POST,UPON ) s. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 1.4 DAYS. I� A-20"I n I _ 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING - SIMPSON ABU66Z POST BASE, UPON H J�' 6.5. WITHIN TUB/SHOWER ENCLOSURES - 12"0 P. GONG. PIER,UPON z 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT w 26 DAYS AND SHALL CONFORM TO TH1= CURRENT AGI 316 CODE. "�llff"" I I b.b. SEE ALSO GENERAL NOTES ON PAGE 6-003 - SQUARE FOOT SF-26 GONG. PAD FT6. BEARING 3'-O g p ;.:•, -;;;; p 'T. PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND MIN. BELOW GRADE 2 N I OPENIN65 PER SHOP DRAWIN65 BY OTHERS. AS PER DETAIL s/A-2041. 0 5. ALL CARBONSTEELEMENT BARS SHALL BE A5TM A615 GRADE 60. W.WO�OR 5LA5 S ALL I � U I 4-O �� PORTABLE FIRE EXTINGUISHER: MECH. AREA: ALSO BE EPDXY COATED. I INTERIOR EDGE OF „- O I. PROVIDE (1) PORTABLE 2A:IOB:G FIRE EXTINGUISHER 26 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s HAUNCH FOOTING (BELOW) (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN 2•MAINTAIN 50 x5O CLEARANCE IN FRONT OF MECHANICAL 0:b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I COMPLIANCE W/2025 NYS BC, 106. UNITS AS PER NYS MG 506.1 SHALL BE 5TA66EP.M. SLAB EL. I 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS S.MAINTAIN ALL APPLICABLE VENTIN6 CLEARANCES 23.w LOCATION THAT 15 READILY AGGE5515LE AND REQUIRED PER NYS MG 604. W ?. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWPNRE IN I I LINES OF EXTERIOR I AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL 4.IF APPLICABLE,DISCONNECT, REROUTE, 4 RECONNECT I- PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEA"NCES, 51DIN6 4 INTERIOR NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. EQUIPMENT TO EXIST. PIPING AS RE01P. 0 GOVERA6E5,AND PLUMBNE5S. I I WALL FINISH (ABOVE) I I 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED 'TYPICAL MECHANICAL AREA NOTES: b. CEMENT SHALL CONFORM TO ASTM G-:S3 FOR STANDARD WVEI6HT I I I I 1.12 I Q HANGERS 4 BRACKETS OR WITHIN CABINET USED TO I. FOR HO. FR. FLOOR - PROVIDE 1/2" GONG.BD. BY Q SHALL NOT BE HOUSE PORTABLE FIRE EXTINGUI5HERS. CABINETS "DUROGK" (OR EQUAL) PROJECT: CONCRETE. I I I 4. LOCATE BOTTOLOCKED. OFE INOUI5HER AT LEAST 4" ABOVE 2• FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/b" B FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS D H C LAND L LC GONGET'E - GOLD WEATHER POURING 4 CONCRETE MIXTURE I I ABOVE FLOOR. FOR EXTINGUISHERS WITH GROSS 5• WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU., WEIGHT EXGEEDIN6 40 LBS, LOCATE SO THAT TOP OF SPEG.'s AND AS PER NYS MECH. AND FUEL GAS CODE I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF= C� , EXTINGUISHER 15 NO MORE THAN 3'-b" ABOVE FLOOR. 4. WHEN EXIST.,MEGH. EQUIP. SHALL BE VERIFIED THAT CONCRETE IN TEMPERATURES UNDER 450 F IF THAT TEMPERATURE I I I IT CONFORMS TO NYS MECH. AND FUEL OAS CODE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. PORTABLE FIRE EXTINGUISHER: 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'5 - PROVIDE 2. SPECIFICITY OF CONCRETE DESIGN MIA; SHALL BE BY OTHEfRS. I � ® I. IN ADDITION TO THE TYPICAL PORTABLE FIRE FRESH AIR INTAKE FROM EXTERIOR 4:12 GONG. SLAB 5LOPE :12 GONG. SLAB SLOPE l © EXTIN605HER NOTED ABOVE,A SEPARATE GLA55-K b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - I \ RATED FIRE EXTINGUISHER SHALL BE PROVIDED FOR EMER&ENGY SHUT OFF SWITCH s. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURIiN6 SHALL SLAB EL. 9. FOR OAS SERVICE,PROVIDE 6A5 SHUT OFF SWITCH 4180 NEW SUFFOLK AVE CONFORM TO AGI 506. I I I I 23 q' THE PROTECTION OF COOKING EQUIPMENT PER 2025 6• LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROPUND / 2. REQUIREMENTS#2 - #4 NOTED FOR TYPICAL PORTABLE CLEARANCES AS PER CODEq. PROVIDE s" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 MATTITUCK, NY 11952 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO FIRE EXTINGUISHER SHALL APPLY CONNECT TO SANITARY SYSTEM AS PER NYS TEMPERATURES WITHIN 100 F OF CONCRETE. I I B NEW PLUMBING FIXTURES: PLUMBING GORE 5. IN NO CAE SHALL CONCRETE BE PLACED ON ICE OR 5NOWI. I I I O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 10.APPLIANCES JOINED THROUGH A COMMON NATURAL. DRAWING TITLE: REMOVE AS RBOV. SEE ALSO PLUMBING &ENERAL NOTES ON PAGE &-002. DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL POLE BARN: v L SECTIONS OF 2020 NYS RG 6,2421. z o ACCESSIBLE PLUMBING ELEMENT 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE (3 ©A ALL NEW ACCESSIBLE PLUMBING ELEMENTS 4 FACILITIES 27 A/C, CONDENSERS + HEAT PUMP: - BUILDING DATA PERMITTED WHEN NECESSARY. I I I N m I TO COMPLY WITH IGG AIIT.I CHAPTERS s 4 6. SEE ALSO O I. PROVIDE (s) AIR CONDITIONING 4 HEAT PUMP SYSTEMS - FLOOR PLANS -d SLAB EL. STANDARD DETAILS ON PACE A-20q. BY MITSUBISHI (OR APPROVED EQUALS). 9. AND SHALL SHALLBE B 1 T F MI . TEMPERATURE TE MPERATURE.F 55* IF ORHIG .5'HER 24.s' TO 24 2.SYSTEMS SHALL BE MULTI-ZONE AS REQ.V (w/DRAIN PITCH) O I-HR FIRE RESISTANT GEILIN6/FLOOR UNDERSIDE: s. CONFIRM SYSTEM SIZING W/MECHANICAL INSTALLER OR 4 PROVIDE (2) LAYERS of 5/b THK. DEN56LA55 FIRE 5Y5TEM MANUFACTURER PRIOR TO INSTALLATION RATED SF+EATHIN6 BY 6EOftGIA PACIFIC (OR EQUAL) 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER fPOURIN6. " 4.INSTALL AS PER MANUFACTURER SPECS. Iq /- - - - - - _ - - - -- - - - - - - - - 0 JOIN PANELS A5 PER MANU. SPECS (ASTM E 156) 5. INSTALL UPON LEVEL &ROUND 4 PROVIDE GROUND q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES> ARE _ _ _ _ _ _ SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING -- ---=-- [RATING AS PER 2025 NYSBG TABLE '122.6.2(I)] PAGE: PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER MAGI 506 PROVIDE FIRE RATED SEALANT 0 ALL SEAMS BY "5M„ SUFFICIENT TO ACCOMMODATE 6ROS5 WEIGHT Or- (ASTM G4g4/C4g4M, TYPES G AND M. �' 7 - - ~ (OR EQUAL) CONDENSER. C7AS AM 10. CONSULT ARCHITECT WHEN STEEL EMBEDOMENT CR055 SEVTIONAL Qi 25 4 FASTEN AS PER MANU SPEG.'5 b.ALWAYS LOCATE GOLEAST 51 l0' MIN. FROM ANY R5 APPLIANCE,AND AT LEAST s FROM WINDOWS/DOC�'ft5 " �� INSTALL ALL AS PER MANU 5PEG.'S WHENEVER POSSIBLE. AREAS EXCEED ONE SQUARE INCH. B V H; I I <. � � T I I 2 xb P.T. D.J. FINISH w/EXTERIOR PAINT AT OPEN PORCH GEILIN65 20 m0 II. ONCE CONCRETE IS PLACED. CONGRE17E SHALL NOT BE EXFPOSED a= �I �� • lb" O.G. DUCTLESS MINI-SPLIT A/G 4 HEATER: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS d X: I-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: REACHED A COMPRESSIVE 5TREN6TH OF 600 PSI. " " P.T. d) o NI I I I ( I I I I V 2"xb" m O CONSTRUCT WALLS PER UL DESIGN NO. U425 IN I. NEW MITSUBISHI DUCTLESS MINI-SPLIT AIR CONDITIONER 4 DROPPED BEAMS cV ® m P.T. D.J. ® AS 2. INSTALL AS CONFORMANCE W/UL 265 5TANDARDS HEATER APPROVED EQUAL). i PER MANU. SPEC.'S 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. x 25 TRIN s. MINI-SPLIT5 SHALL BE SERVED BY CONDENSER/HEAT DATE: 07/06/26 8 OF 20 I. PROVIDE (1) k THK. "DEN56LA55" FIRE RATED PUMP SYSTEMS,NOTED SEPARATELY. 2) 2"X12" P.T. L - -1 124 SHEATHING ON BOTH 51DE5 OF WALL. (2) 2"xl0" P.T. 2. WHEN WALL CONTAINS OPENING,FIRE-RATED 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZING., STRUCTURAL DES16N BY BUILDING MANUFACTURER 24 DROPPED BM. CONSTRUCTION SHALL INCLUDE HEADER, WALL-SPACE 5. CONFIRM SYSTEM 51ZIN6 W/MECHANICAL INSTALLER OR BEAMS SYSTEM MANUFACTURER PRIOR TO INSTALLATION STRUCTURAL DRAWINGS BY BUILDING MANUi'AGTURER SHALL 1I/ ;� ABOVE OPENING, 4 POSTS. b. CONFIRM FINAL MINI-SPLIT LOCATIONS w/OWNER DEFINE ALL STRUCTURAL COMPONENTS,ASIDE FROM THAT lo'-1V2" 3'-II" b'-ICy2" '7'-4" 3'-IjV2" 5. PROVIDE ABESGO FP200 FR EXPANDING FOAM (OR OF THE EXTERIOR STAIRS, INGLUDIN6: „ „ EQ) AT ALL PENETRATIONS IN FIRE RATED WALLS. O WATER HEATER (2) 2 xl4 P.T. STRINGERS m Ib O.G. 2q STRUCTURAL FRAMING - PRODUCT CONFORMS TO ASTM E 614,ASTM E 64, 4 UL NEW RHEEM 100 GAL. LIQUID PROPANE WATER HEATER(OR , W/51MPSON HU26-2 4 HU210-2 1411. „n - ROOF/GEILIN6/LOAD-BEARING WALL A:55EMBLIES APPROVED EQUAL). - FASTENER 5PEGIFIGATIONS/5CHEDULE5 SLOPED HANSER5 0 5UPPORTIN6 - - - 4. WALL SHALL EXTEND FROM TOP OF 2ND FLOOR I. VENT THROUGH WALL �• - a. '. DJ 4 MID-SPAN BM (STRINGERS Q ASSEMBLY TO THE UNDERSIDE OF ROOF 5HEATHIN6 c' > FOUNDATION DESIGN 25 2.F.A.I. THROUGH WALL. . . SHALL NOT BE CONTINUOUS ACROSS 4'-6" cV 3.INSTALL PER MANU. SPEC.'S STRUCTURAL DESIGN OF BUILDING SUPERSTRUCTURE AND MID-SPAN SUPPORT;DO NOT NOTCH) � TURNING 5PAGE: 4.CONFIRM DESIRED TANK CAPACITY w/OWNER N ` 10 60"4' (MIN) OR T-5HAF'ED TURNING SPACE IN COMPLIANCE FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. IV-10' 231-1" b'-5"- W/ IGG All?.I SECTION 504. TRENCH FLOOR DRAINS 4 PIPING WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIRED INSTALL TRENCH FLOOR DRAINS W/GRATES TO COLLECT BEARING LOCATIONS,ORIENTATION, AND 5PAN OF SMOKE DETECTOR / GO DETECTOR NOTES: STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD 46'-0" 11 6REYWATER FROM WET-USE AREAS. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I. DRAINS SHALL MEET AASHTO M506 LOAD CLASS b' ASSUMES NO RESPONSIBILITY FOR THE DE516N OF THESE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR REQ,S', COMPONENTS. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.CONNECT DRAINS TO NEAREST STORMWATER DRYWELL PLAN �0� BARN 2.5MOKE /CO DETECTORS TO MAINTAIN V MIN. 5.PIPING FROM DRAINS LOCATED BELOW GONG. SLABS FOUNDATION HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SHALL BE DUCTILE IRON PIPE,OR CAST IRON WITHIN 501L BEARING CAPACITY NOTE: 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 2'-0" OF FOUNDATION WALLS, W/J:12 MIN. SLOPE. STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL SCALE: 1/4" = 1'-0" 5.INSTALL ALL A5 PER MANU. SPEC.'S 4.INCREASE GONG. SLAB THICKNESSES AS REQ.V TO BEARING CAPACITY OF 1.0 TON/S.F. 4.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROVIDE 4:12 SLOPES TO TRENCH DRAINS. IN COMPLIANCE WITH 2O25 NYS BC 1ql5 9 LOCAL CODE 5. INSTALL ALL PER MANU. SPEC.'S WINDOW CHART - POLE BARN OE I FERAL SY�50L f<E*r : An Rr% I POLE BA IVEORE55 CLEAR ROUGH OPENING WINDOW DIMENSION OPENING L16HT VENT TA6 COUNT TYPE MODEL # PROW PROW NEW PARTIAL HE16HT m WIDTH REQb: 20' � ' PER UNIT PER UNIT - EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. Q HE 16FfT REQ b= 24" (5.F) (5.F) WHEN APPLICABLE) p WIDTH HEIGHT WIDTH JI HE16HT OPEN REOV: 5.'7 S.F. EXI5TIN6 TO REMAIN W DOOR SCHEDULE - POLE BARN Ig F DOUBLE-HUNG TH210410 co 3-O 5-O 2-I I �F 5-O 5.81 S.F. 10.45 5.63 NEW WOOD FRAME (L.6. NEW FOUNDATION WALL W DOOR MATERIAL 5TL. W M HEN APPLICABLE) J A.T �� DOUBLE-HUNG FTH210410 3'-0 1" 5'-O „ 2'-11 " 5'-O J" 5.61 S.F. [� 10.45 5.55 ® MIN. (2) 2"x4" 5TRUCTURAL Q ;+_' CV NEW I-HR FIRE RATED P05T FOR 4" WALLS ul) TA6 DESCRIPTION MANUFACTURER p lit NOTES ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-005" FOR NAILING 4 STRAPPING DETAILS. WOOD FRAME (L.6. 5TL. (MIN. (2) 2"xb" STRUCTURAL WIDTH HE16HT ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER IV ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. **J CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW 2-HR FIRE RATED z � i � .- WOOD FRAME (L.a 5TL. NEW 2"xb" PLUMBING WALL 0 C O U *- FIRST FLOOR WHEN APPLICABLE) C13 101 51N6LE SWING THERMA•TRU 3'-O" g c X � CV FLOOR PLAN NOTES IF 0 m -,,� 102 OVERHEAD DOOR T.B.D. 8'-O" 8'-O" �1 5,�„ Ig��� 4'-b" = NEW 6UT7ER cz Lf� 1- 11 1- II - _ -❑ O 1. PROVIDE CONCRE I APRON SLAB TO TRANSITION 12 SEE SPECIFICATIONS AT ELEVATION NOTES ,Q a 103 OVERHEAD DOOR T.B.D'. 8 O 8 O ��� SMOOTHLY FROM SLAB EL. TO 6RADE VERIFY GUTTER SIZE w/ROOFING CONTRACTOR F �� 2. APRON SLOPE SHALL BE NO STEEPER THAN 1,12 Ig NEW 4"x3" ALUM. DOWNSPOUT (TYP.): 104 -IF SINGLE 5WIN6 THERMA'TRU 4'-O" b'-8" ��� 27 I I I I I I 2 1 ® t b " s. CROSS SLOPE MEASURED PERPENDICULAR TO VERIFY REQ.V DOWNSPOUT SIZE w/ROOFING CONTRACTOR 2 Tr ® II" � (Ti%SLOPE) APRON SHALL BE NO STEEPER THAN I=48 14 GUTTER HIGH POINT (TY`P) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE O 105 OVERHEAD DOOR T.B.D'. 8'-O" 8'-O" T B D 15 ELECTRICAL PANEL: REINFORCED P. GONG. SLAB (® INTERIORS) - 200 AMP ELECTRICAL PANEL LOCATION _ _ _ _ _ _ _ - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO 106 SINGLE SWING FTHERMA�TRU 3'-O" 6'-8" - - . - - - - - - - - - - - - - - T - - 31'-3° ® I. 6" (MIN) THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON CONFIRM SUFFICIENT PANEL SIZE r 2. 6 MIL POLY VAPOR BARRIER UPON - ALL INSTALLATION AS PER NY5 ELECTRICAL CODE 10-I BARBASE N DOOR T.B.D'. 15'-6" 8'-O" I © ® ® x 4.5. PPROV DE TURN-DOWN HCOMPACTED 6AUUNNG ATT BLD6. PERIMETER, Ib FREEZE PROOF H05E 818: ���JJJ 7-7� POURED MONOLITHICALLY w/SLAB (SEE SECTION 4 PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER SECOND FLOOR Ib 12'-WIDE HOOD O ,-(8}� I I BUILDING MANUFACTURER DOCUMENTS) U / �-{- NEW EXHAUST FAN SHALL BE INSTALLED WHERE 201 SINGLE 5WIN6 THERMA�TRU 3'-O" 6'-8" • I / \ \ REINFORCED P. GONG. SLAB (® EXTERIORS) 17 VENTILATION I5 NOT MET BY MEANS OF NATURAL IF ��� OPEN COVERED A Roo # 10 I I. 6" (MIN) THK. P. CONC. SLAB w/b"xb"-10/10 W.W.M. UPON CIRCULATION THROUGH WINDOWS OR DOORS TO Oe RGH 22�-q" 5"i S.F. 2. 12" (MIN) COMPACTED GRAVEL BASE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION --IF (VEGETABLE WASH FFIT 40332•5; INSTALL AS PER MANU. SPECS ' , 202 51NOLE 5WIN6 THERMArTRU 3'-O" b'-8" • I _ VDIT STAIR 4 RAILING (ACCESSIBLE STAIRWAY) NOTE: O�� 4 PACK AREA) - O NEW ATTIC AGGE55 - PULL DOWN LADDER: � -� O Il I �cV ECRE55,PER Y5 SHALL SERVE A5 ACCESSIBLE MEANS OF 18 I. MIN. 550 LBS CAPACITY 203 SINGLE 5WIN6 JELD-WIEN 2'-8" b'-8" l • LJ a,� PER STAIRS NY5 SHALL GRAFTERS 10 d II. „ 2.PROVIDE UNIT BY FAKRO MODEL#SbglgS LWB INSULATED 1V. r' I. ALL NEW STAIRS SHALL HAVE MAX.-I RI 4 MIN. II Tr - ATTIC LADDER;OR APPROVED EQUAL b MIN I RISERS SHALL BE CLOSED 2.1. ROUGH OPENING 50"x54" U l� 204 SINGLE 5WIN6 JELD-HEN 2'-4" b'-8" 6 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2.2. GEILIN6 HEIGHT MIN. V-O"•MAX. 10'-4" l� 106 NOT EXCEED THE SMALLEST BY MORE THAN ". g•ENSURE 51ZED TO FIT MEGH. EQUIP. THRU OPENING 205 51NOLE 5WIN6 JELD-HEN 2'-8" b'-8" �• �� I 4mmul I 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8"• 4.COORDINATE PLACEMENT BETWEEN ROOF TRUSSES 4 FJF L�J 8 4. STAIRS SHALL HAVE A CLEAR WIDTH OF 48 MIN. PROVIDE FRAMING PER BUILDING MANU. DOCUMENT'S �/ 4 BETWEEN HANDRAIL5. 5. WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-41 Q 206 SINGLE 5WIN6 JELD-Y�4EN 2'-8" b'-8" ��� I _ S. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF INSULATION ABOVE w/PO. FR. (OR EQ) BAFFLE OR7F V J © %- N EACH FLIGHT OF STAIRS,AND WHERE SHOWN ON PANS. RETAINER TO PREVENT INSULATION FROM ENTERING n, ^6RIGULTURAL 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED W 4 i� WALKING SURFACES LOCATED MORE THAN 50" ABOVE DWELLING WHEN OPENED,AS PER NYS EGG R402 2.4 i PROCE551N6 AREA O : AGGE55 DOES NOT PENETRATE 402 S.F. O Q FINISHED FLOOR GRADE, 4 WHERE SHOWN PANS. (OMIT WHEN ATTIC THERMAL ENVELOPE OF BUILDING). cl '1. 36" HIGH GUARDRAIL 4 SPINDLE SPACING NOT T TO m ALLOW PA55ASE of A 4" 4) SPHERE;56" HIGH 6.INSTALL AS PER MANU. SPEG.'s HANDRAIL. 'I. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 6. 6RIPPABLE RAIL AS PER CODE. SEPTIC SYSTEM HOUSE CONNECTION: O q. RAILING TO BE WOOD. 1. LOCATION OF V DOOR NOTE: 1q 2. SEE SGDHS APPROVED P ANS BUNDER REFERENCE NO. -1 OI. NOTE DOES NOT NECESSARILY INDICATE EACH NEW DATED SANIT00. DOOR;SEE DESI6NATION5 4 DOOR SCHEDULE. g• PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-O" 0 28 =N 2.PLACE DOORS 4" MIN.FROM PERPENDICULAR MINIMUM FROM BUILDING FOUNDATION WALL. i WALLS,U.O.N. INTERIOR PLUMBING WALL: 12 � � 21 15 : 3.INSTALL AS PER MANU SPEG.'s FRAME INTERIOR PLUMBIN6 WALL w/2"xb" STUDS m 16" O.G. 4.FOR EXTERIOR DOORS,PROVIDE STRUCTURAL 4 FRAMING ELEMENTS AROUND OPENINGS PER SHOP i 21 PROVIDE IDE 5"W VERTICAL TICAL CONDUIT 1T012ND FLOOR FLOOR SYSTEM.,�y�yy u u DRAWINGS BY OTHERS. 5. FOR INTERIOR DOORS,PROVIDE MIN. (2) 2"xIO" HDR WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION 4 SEE PAGE 6-005 FOR ALL OTHER FRAMING GOLD ROOM INSULATION: 22 8 I ELEMENTS AROUND DOORS, U.O.N. 22 INSULATE GOLD ROOM WALLS 4 GEILIN6 w/4" THK. 21 ACCE551 BLE ENT'RACE PERMAORE POLY-150 PANELS. Q I I. ACCESSIBLE DOORWAY AS PER IGG AII'7.1, CHAPTER 4, - FASTEN TO METAL CHANNEL5/15ATTENS/ANOLE5 4 © INCL.UDIN6 THE FOLLOWING SECTIONS IN PARTICULAR, PROVIDE TAPING 4 GAULKIN6 PER MANU. SPEG.5 I I.I. DOORS w/LATCHES MUST COMPLY w/404.2.E - INSTALL ALL PER MANU. SPEC.'S. 4 I 1.2.DOORS w/CLOSERS MUST COMPLY w/404.2.-1 2g EXTERIOR STAIR FOUNDATION: 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. - 8" THK.P. GONG. WALL BENEATH P.T. STRINGER BEARING WINDOW NOTE: - POINT,EXTENDIN6 5'-0" MIN. BELOW 6RADE. O I. ALL NEW WINDOWS 4 DOORS SHALL BE "ANDERSEN" PROVIDE 4"P. COHK. x 24" LONG (MIN) T GONG. PAD CASEMENT,DOUBLE-HUNG,OR 6LIDIN6 (A5 NOTED). OF 5 AIRS f'• GONG. WALL. FAD WIDTH TO MATCH JWIDTH INSTALL AS FM MANU. SPEC.'S. AS PER DETAIL 2/A-20q. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; p Q I SEE DESIONATION5 4 WINDOW SCHEDULE. 24 EXTERIOR STAIR FOUNDATION: 0 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS - WD. P.T. BM. (PER PLAN,UPON AND DOORS" ON PAGE 0-002. - b xb NOTCHED P.T. POST,UPON 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. - SIMPSON ABU66Z 1-05T BASE,UPON i - S. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - 16"0 P. CONC. PIER BEARING 5'-0" MIN. BELOW GRADE 6.IN GENERAL,TEMP. &L• SHALL BE PROVIDED, AS PER DETAIL 5/A-20q. 6.1. FOR ALL SKYL16HTS 4 OPERABLE PANELS OF 15-O Q 6.2. I5iyWIN 61NO,SL DI N6, 4 51FOLD DOORS 25 EXTERIOR STAIR FOUNDATION: o D O - AD. F.T. BM. (PER PLAN),UPON F A.I. OPEN 6.5. WITHIN 24" OF A DOOR - b"x6" NOTGRED P.T. POST,UPON 1 i 1 I `° 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING - SIMPSON ABU66Z POST BASE, UPON J U L 1. 3 201.E \ I GOVEREI71 „ W/�\26 I 8 PORCH 6.5. WITHIN TUB/SHOWER ENCLOSURES - 12 � P. CONC.. PIER,UPON 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-005 - "SQUARE FOOT" 5F-26 GONG. PAD FT6. BEARING 5'-0" 2 Suul TOLD1OWN irk �y "I. PROVIDE STRUCTURAL FRAMING E LEMENTS AROUND MIN. BELOW GRADE o PLAI: I;';: LARD Ki nT i OPENIN65 PER SHOP DRAWIN65 BY OTHERS. AS PER DETAIL 3/A-20q. v 2q 8 I O PORTABLE FIRE EXTINGUISHER: MECH. AREA: I. PROVIDE (1) PORTABLE 2A:IOB:G FIRE EXTINGUISHER Q I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEC.'s (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN 2•MAINTAIN ER NY" CLEARANCE IN FRONT OF MECHANICAL/ COMPLIANCE w/2025 NYS BC, q06. UNITS A5 PER N5 MG 3ob.l 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS 5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES Q LOCATION THAT 15 READILY ACCESSIBLE AND REQUIRED PER NYS MG 604. Lu cV 4.IF APPLICABLE, DISCONNECT,REROUTE, 4 RECONNECT �- - AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL EQUIPMENT TO EXIST. PIPING AS REQ.b. p NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. GOLID ROOM 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED TYPICAL MECHANICAL AREA NOTES: qll 1 S.F. HANOER5 4 BRACKETS OR W BY WITHIN CABINET USED TO I. FOR M. FR. FLOOR - PROVIDE 1/2" GONG.BD. �`-20� - I HOUSE PORTABLE FIRE EXTINOU15HER5. CABINETS "DUROCK" (OR EGU,W PROJECT: x : 1-� • II SHALL NOT BE LOCKED. LAYER OF 51e� tt STwt/GO I 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE 2. NWx"FR. P gD UL UV(OMIT 1)ON GONG. WALLS) FLOOR AND TOP OF EXTIN6UISRER NO MORE THAN 5' 5. WHEN NEW, INSTALL FMNACE/BOILER AS MR MANIU. D H C LAND L LC ABOVE El WEIGHT EXCEEDING 440 LBSISH ATE WITH GROSS 50 THAT TOP OF 6 I SPEG•'s AND AS PER NYS MECH. AND FUEL 6A5 GODS EXTIN6UISF+ER 15 NO MORE THAN 3' " 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT MEGH. ROOM LOCATE-6 ABOVE FLOOR. IT CONFORMS TO NYS MECH. AND FUEL OAS CODE 4'7b S.F. PORTABLE FIRE EXTINGUISHER: 5. OMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 4 ® I. IN ADDITION TO THE TYPICAL PORTABLE FIRE FRESH AIR INTAKE FROM EXTERIOR EXTINOUISRER NOTED ABOVE,A SEPARATE GLASS-K b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL RATED FIRE EXTINGUISHER SHALL BE PROVIDED FOR EMERGENCY SHUT OFF SWITCH �• FOR, SERVICE,PROVE 6A5 SHUT OFF SWITCH THE PROTECTION OF COOKING EQUIPMENT PER 2025 4180 NEW SUFFOLK AVE ry 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 6 . REQUIIREg 2 MENTS #2 - #4 NOTED FOR TYPICAL PORTABLE CLEARANCES AS PER GODS 5 `� 4 FIRE EXTINGUISHERcf.SHALL APPLY . PROVIDE s FLOOR DRAIN IF READ BY EQUIPMENT 4 MATTITUCK, NY 11952 O CONNECT TO SANITARY SYSTEM AS PER NYS 'LIEN PLUMBING FIXTURES: PLUMBING ODE ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. IO.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAWING TITLE: SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. FSHALL SECTIONS 0N2020 NTYS RC 6242COTMPLY WITH ALL e i LE BARN: ACCESSIBLE PLUMBING ELEMENT PO O t°`/G CONDENSERS + HEAT PUMP: FLOOR PLANS 1 AA ALL NEW ACCE5515LE FLUMBIN6 ELEMENTS 4 FACILITIES TO COMPLY WITH IGc A111.1 CHAPTERS 5 4 6. SEE ALSO I. PROVIDE (5) AIR CONDITIONING 4 HEAT PUMP SYSTEMS - DOOR + WINDOW SCHEDULES STANDARD DETAILS ON PACE A-20q. BY MITSUBISHI (OR APPROVED EQUALS). 2.SYSTEMS SHALL BE MULTI-ZONE AS REQ.D - MINI SPLIT SCHEDULE 8 O I-HR FIRE RESISTANT CEILIN6/FLOOR UNDERSIDE: 5.CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR RATEDDE (2) LAYERS 5HEATNIN6 BYO6E0/6" THK. "DEN56LASS" FIRE SYSTEM R61A PACIFIC" (OR EQUAL 4.INSTALL AS MANUFACTURER INSTALLATION PER MANUFACTURER SPECS. • JOIN PANELS A5 PER MANU. SPECS(ASTM E ON S. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND [RATING A5 PER 2025 NYSBG TABLE 722.6.2(I)] SURFACE (CONC. PAD OR OTHER) w/WEIGHT RATING PAGE: i PROVIDE FIRE RATED SEALANT 0 ALL SEAMS BY "BM" SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OP (OR EQUAL.) CONDENSER. � FASTEN A5 PER MANU SPEG.'5 6•ALWAYS LOCATE CONDENSERS 10' MIN. FROM ANY 6A5 Fr APPLIANCE, AND AT LEAST 3 FROM WINDOW5/D0OR5 • INSTALL ALL A5 PER MANU SPEC.S WHENEVER POSSIBLE. A-202mOO p FIN15H w/EXTERIOR PAINT AT OPEN PORCH CEILINGS I-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: DUCTLESS MINI-SPLIT A/G 4 HEATER: O GON5TRUGT WALL5 PER UL DEVON NO. U425 IN I. NEW MI75UBISHI DUCTLESS MINI-SPLIT AIR CONDITIONER 4 CONFORMANCE w/UL 263 STANDARDS HEATER(OR APPROVED EQUAL). 16 I 2. INSTALL AS PER MANU. SPEC.'S DATE: 07/06/26 g OF 20 22 5. MINI-SPLITS SHALL BE SERVED BY CONDENSER/HEAT I. PROVIDE (1) 1" TH< "DENSOLASS" FIRE RATED PUMP SYSTEMS, NOTED SEPARATELY. 2. WHEN WALL CONTAINS 11DOPEN ES OF KALL FIRE-RATED 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZING. STRUCTURAL DESIGN BY BUILDING MANUFACTURER n Io7ull x CONSTRUCTION SHALL INCLUDE HEADER, WALL-SPACE 5• SYSTEM MANUFACTURER PRIOR IRM SYSTEM SIZINO wl GTO INSTALLATIONHANICAL INSTALLER OR STRUCTURAL DRAWINGS BY BUILDING MANUFACTURER SHALL O ® ® I ABOVE OPENING, 4 POSTS. DEFINE ALL STRUCTURAL COMPONENTS, ASIDE FROM THAT -;� - - - - - - - 223'�" - - - - - - - - - - 3. PROVIDE L E NET ATION FR EXPANDING FOAM" (OR b. CONFIRM FINAL MINI-SPLIT LOCATIONS w/OWNER L - - - - - - - - - JEO) AT PRODUCT CONFORMS TO ASITMFIRE E 614,RATED r-1 E 6454 UL 2q NEW RHKATEREEMAI00 GAL. LIQUID PROPANE WATER HEATER(OR TER OF THE EXTERIOR STAIRS, INCLUDING: ,_ ', - STRUCTURAL FRAMING 224 2 14'7q. APPROVED EQUAL). ROOF/CEILIN6/LOAD-BEARIN6p WALL ASSEMBLIES .G r 4. WALL SHALL EXTEND FROM TOP OF 2ND FLOOR I. VENT THROUGH WALL r �";� ,?..,.•- , .. ' '•,'' ': ` .'.', FASTENER SPEGIFIGATIONS/SGHEDULE 5 ASSEMBLY TO THE UNDERSIDE OF ROOF SHEATHING 2.F.A.I.THROUGH WALL. ' (2 ) le t6 f FOUNDATION DEVON 2 r ® II" 10 TURNING SPACE: 3•INSTALL PER MANU• SFEG.'S STRUCTURAL DESIGN OF BUILDING SUFERiTRUGTURE AND MINI-5FLIT SCHEDULE I 4.CONFIRM DESIRED TANK CAPACITY w/OWNER , O 60 (MIN) OR T-SHAPED TURNING SPACE IN COMPLIANCE TRENCH FLOOR DRAINS 4 PIPING r Y: € FOUNDATION SHALL BE BY THE 5UILDIN6 MANUFACTURER. `� w/ IGG AII'LI,SECTION 304. INSTALL TRENCH FLOOR DRAINS w/GRATES TO COLLECT �r WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIRED FIRST FLOOR SECOND FLOOR LLD_ - _p ; SMOKE DETECTOR / GO DETECTOR NOTE5: k: BEARING LOCATIONS,ORIENTATION, AND SPAN OF 6REYWATER FROM WET-USE AREAS. MINIMUM A6RIGULT. MEETING/ " ' " 6 II I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I. DRAINS SHALL MEET AA5HTO M506 LOAD LASS, V' .I�'•5-0 13-q 4-b , STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD SMOKE /CARBON MONOXIDE COMBINATION DETECTOR CAPACITY PROCESSING MEGH. ROOM LECTURE OFFICE ASSUMES NO RESPONSIBILITY FOR THE DEVON OF THESE REQ•'D (BTU) AREA ROOM 48'-O° BARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.CONNECT DRAINS TO NEAREST STORMWATER DRYWELL '�..,��k" �..��"•� � COMPONENTS. _ A �i I g 2.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. 3.PIPING FROM DRAINS LOCATED BELOW GONG. SLABS m ..`... HEATING 20,000 22;000 24,000 bp00 F I RST FLOOR PLAN F01.�E BARN HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SHALL BE DUCTILE IRON PIPE,OR CAST IRON WITHIN 4 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. 2'-0" OF FOUNDATION WALL5,w/�.12 MIN. SLOPE. 501L BEARING CAPACITY NOTE: SCALE: 1/4" = 1'-0" 5.INSTALL ALL AS PER MANU. SPEC•'s 4.INCREASE GONG. SLAB THICKNESSES A5 RE020 TO STRUCTURAL DE516N OF FOOTINGS ASSUMES A SOIL COOLING 10,000 11,000 12,000 5poo SEARING CAPACITY OF I.O TON/S.F. � 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROVIDE 4=12 SLOPES TO TRENCH DRAINS. IN COMPLIANCE WITH 2O25 NYS BC 4115 4 LOCAL CODE 5. INSTALL ALL PER MANU. SPEC.'S s WINDOW CHART - POLE BARN C E N E R,�L SY 1�(5 O l�.• iG E Y 0 LI EGRESS CLEAR L16HT VENT ® ROUGH OPENING WINDiOW DIMENSION OPENING PROV. PROV. NEW PARTIAL HEIGHT a A R TA6 COUNT TYPE MODEL # WIDTH REQ'D: 20" TEMP. PER UNIT PER UNIT - EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. Q HEIGHT REQ'D= 24" (5.F) (S.F) WHEN APPLICABLE) WIDTH j HEIGHT WIDTH HE16HT OPEN REQ'D: 5.77 S.F. EXI5TIN6 TO REMAIN DOOR 5GHEDULE - POLE BARN w -- 13 DOUBLE-HUNG FTN210410 3'-O 5=_O 2'-II I 5�_O 5.61 S.F. F 10.45 F5.65 NEN 5TL. W00DA AME (LLE) 1 7 NEW FOUNDATION WALL IL J CU M DOOR MATERIAL A.T DOUBLE-HUNG TW210410 3'-O 5:_0 J" 2'-II Ali 5'-0 " 5.61 S.F. [� 10.45 5.63 © MIN. (2) 2"x4" STRUCTURAL Q +-' CV TA6 DESCRIPTION MANUFACTURER N NOTES NEW F FIRE RATED POST FOR 4" WALLS � B � ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEC.s. SEE PAGE 6-OC�3 FOR NAILING � STRAPPING DETAILS. � �� � „ W►DTH HEIGHT d +�+� WOOD FRAME (L.6. 5TL. (MIN. (2) 2 xb STRUCTURAL = J SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. � FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO VERIFY MANUFACTURER DIMEN5ION WIDTHS FOR ALL MULLED WINDOWS NEW 2-HR FIRE RATED } CD FIRST FLOOR WOOD FRAME (L.6. 5TL. /u NEW 2"xb" PLUMBING WALL p CV z O WHEN APPLICABLE) a 'co , � d. 101 SINGLE SWING THERM 3'-O" b'-6" { • I x N ttll Q FLOOR PLAN NOTES 0 0 m C4 102 OVERHEAD DOOR T.B.D. 6'-O" 6'-O" � +' � :: 11 O CONCRETE E CONNCRE I APRON SLAB TO TRANSITION 12 SEE SPECIFICATIONS AT ELEVATION NOTES < O cc 103 OVERHEAD DOOR T.B.D. 6-O 6-O �T �S Q d Q SMOOTHLY FROM SLAB EL. TO GRADE VERIFY GUTTER SIZE w/ROOFING CONTRACTOR -IF_ 71- 3 2. APRON SLOPE SHALL BE NO STEEPER THAN I=12 O NEW 4"x3" ALUM. DOWNSPOUT (TYP.): 104 SINGLE 5WIN6 THERMATRU 4'-0" 6'-6" (22 RI m t b_ 8. GR055 SLOPE MEASURED PERPENDICULAR TO 13 VERIFY REQ.b DOWNSPOUT SIZE w/ROOFING CONTRACTOR DOWN 2 T ® I" (T%V SLOPE) APRON SHALL BE NO STEEPER THAN I=48 14 GUTTER HIGH POINT (TYP) 105 17OVERHEAD DOOR? T.B.D. 6'-O" 6'-O" B ' n, ����JJJJ N 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 15 ELECTRICAL PANEL: V=/ 10-41 -O 10-�Y2 O - 200 AMP ELECTRICAL PANEL LOCATION 106 SINGLE 5WIN6 7 THERMfATRU 3'-o" JF 6'-6" ��� _ _ _ _ _ 1� F _ _ _ _ _ REINFORCED P. GONG. SLAB (® INTERIORS) - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO ® I. 6" (MIN) THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON CONFIRM SUFFICIENT PANEL SIZE 101 BARN DOOR T.B.D. 15'-6" 6'-O" �i ® I� ® Im ® 2. 1 MIL POLY VAPOR BARRIER UPON - ALL INSTALLATION A5 PER NYS ELECTRICAL GORE �:]F 13. 12 (MIN) COMPACTED GRAVEL SASE 4. PROVIDE TURN-DOWN HAUNCH AT BLD6. PERIMETER, Ib FREEZE PROOF H05E BIB: „�..J SECOND FLOOR 201 6,-6„ POURED MONOLITHICALLY w/SLAB (SEE SECTION d PRE015E LOCATION T.S.D. IN FIELD - CONSULT w/OWNER SOFFIT BATH I BUILDING MANUFACTURER DOCUMENTS) U NEW EXHAUST FAN SHALL BE INSTALLED WHERE ■ - VENT) RM. #2 REINFORCED P. GONG. SLAB (® EXTERIORS) 17 VENTILATION IS NOT MET BY MEANS OF NATURAL 35 S.F. 203 ©B I. 6" (MIN) THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON CIRCULATION THROUGH WINDOWS OR DOORS TO 201 51N6LE 5WIN6 THERM/ATRU 3-oilb-6 • 2. 12" (MIN) COMPACTED GRAVEL SASE OUTDOOR SPACES A5 PER NYS MECH. GODS SECTION (D�yM 2027F SINGLE 5WIN6 THERM/'ATRU 3'-o" b'-6" 4 405.5 STAIR 4 2.3; INSTALL A5 PER MANU. SPECS __��__�� � w o T O O ALL 5TAIRWAY51NO SHALL SERVE(ACCESSIBLE AGGE551BLE MEANS OF NEW ATTIC, ACCESS - PULL DOWN LADDER: 203 SINGLE 5WIN6 JELD-W�IEN 2'-6" b'-6" • I - O OFFICE 18 I. MIN. 550 LBS CAPACITY \ 6? S.F. O EGRESS, PER 2025 NYS BG GRAFTERS 10 d II, 2.PROVIDE UNIT BY 'FAKRO' MODEL#6"IcI5 LWB INSULATED aV X O - I. ALL NEW STAIRS SHALL HAVE MAX.•T RI E MIN. II Tr - ATTIC LADDER;OR APPROVED EQUAL RISERS SHALL BE CLOSED 204 6-6 U A 2. GREATEST RISER HEIG 2.1. ROUGH OPENING 50x54„'-O HT IN A FLIGHT OF STAIRS SHALL 2.2. GEILIN6 RE16RT MIN. 6 ";MAX. 10'-4" SINGLE SWING JELD-1WEN E24 m STORAGE - NOT EXCEED THE SMALLEST BY MORE THAN ". 205 SINGLE 5WIN6 JELD-MEN 2'-8" 6'-6" I ® � ® 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-6"• 3• ENSURE SIZED TO FIT MECH. EQUIP. TRRU OPENING CLOSET 18 4.COORDINATE PLACEMENT BETWEEN ROOF TRUSSES 4 T 24 S.F. 204 4. STAIRS SHALL HAVE A CLEAR WIDTH OF 46 MIN. PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS51 /r =t ' BETWEEN HANDRAILS. 5. WEATHERSTRIP ACCESS OPENING d PROVIDE R-4cl \y 206 SINGLE SWING JELD-1WEN 2'-6" 6'-6" �i 10 S. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF ' ^ EACH FLI6HT OF STAIRS,AND WHERE 5HOWN ON PLANS. INSULATION ABOVE w/AD. FR. (OR EQ) BAFFLE OR V J ® 4'-`2� ij�r 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING WALKING SURFACES LOCATED MORE THAN 30" ABOVE (OMIT HHEN ATTIC ACCESS DOES DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 6'-11 I FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. THERMAL ENVELOPE OF BUILDIN6).OT PENETRATE " Q -1. 56" H16H GUARDRAIL d SPINDLE SPACING NOT TO 6.INSTALL AS PER MANU. SPEG.b 206 8 ALLOW PASSAGE OF A 4" 4) SPHERE;36" HIGH -i. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. HANDRAIL. b 6. &RIPPABLE RAIL AS PER CODE. 4 cf. RAILING TO BE WOOD. SEPTIC SYSTEM HOUSE CONNECTION: Aim II 19 I. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION A DOOR NOTE: 2. SEE SCDHS APPROVED PLANS UNDER REFERENCE: NO. I. NOTE DOES NOT NECESSARILY INDICATE EACH NEW DATED 00/00/00. • O 3. PROVIDE CAST IRON SANITARY PIPE EXT'ENDIN6 2'-0" DOOR;SEE DESIGNATIONS E DOOR SCHEDULE. ® MINIMUM FROM BUILDING FOUNDATION WALL. SN-1/00 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. INTERIOR PLUMBING WALL: 4.FOR EXTERIOR DOORS,,PROVIDE STRUCTURAL 3.INSTALL PER MANU P FRAME INTERIOR PLUMBING WALL w/2"xb" STUDS m 16" O.G. ER ® FRAMING ELEMENTS AROUND OPENINC75 PER SHOP 21 VERTICAL CONDUIT WITHIN PLUMBING WALL: DRAWIN65 BY OTHERS. PROVIDE 5"0 VERTICAL TO 2ND FLOOR FLOOR SYSTEM MMETIN6/ 5. FOR INTERIOR DOORS,PROVIDE MIN. (2) 2"xlO" HDR WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION 5 3 SEE PAGE 6-005 FOR ALL OTHER FRAMING GOLD ROOM INSULATION: LECTUIRE ROOM 4?6 S.F. - ELEMENTS AROUND DOORS,U.O.N. 22 INSULATE COLD ROOM WALL5 d GEILIN6 w/4" THK. A A ACCESSIBLE ENTRACE PERMACORE POLY-150 PANELS. I. ACCESSIBLE DOORWAY AS PER IGG All-1.1,CHAPTER 4, - FASTEN TO METAL CHANNELS/BATTENS/ANGLES a INGLUDIN6 THE FOLLOWING SECTIONS IN PARTICULAR, PROVIDE TAPING 3 CAULKING PER MANU. 5PEC.'S ® ■ I.I. DOORS w/LATCHES MUST COMPLY w/404.2.6 - INSTALL ALL PER MANU. 5PEG.'S. 1.2.DOORS w/CLOSERS MUST COMPLY w/4042.1 23 EXTERIOR STAIR FOUNDATION: 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. O - 6" THK.P. GONG. WALL BENEATH F.T. STRINGER BEARING ® WINDOW NOTE: POINT,EXTENDING 3'-0" MIN. BELOW&RAVE. O I. ALL NEW WINDOWS s DOORS SHALL BE "ANDERSEN" - PROVIDE 4" THK. x 24" LONG (MIN) P. GONG. PAD CASEMENT,DOUBLE-HUNG, OR 6LIDIN& (AS NOTED). ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH g OF STAIRS. INSTALL AS PER MANU. SPEG.S. A5 PER DETAIL 2/A-209. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DE516NATIONS 3 WINDOW SCHEDULE. 24 EXTERIOR STAIR FOUNDATION: LINE OF ROOF A 3.FOR SUBSTITUTIONS,SEE NOTE " IN "CLASS WINDOWS - WD. F.T. BM. (PER PLAN), UPON OVERHANG (ABOVE) AND DOORS" ON PAGE 6-002. - 6"xb" NOTCHED P.T. POST,UPON 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. - SIMPSON ABU66Z POST BASE,UPON 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - I6"4) P. CONC, PIER BEARING V-0" MIN. BELOW GRADE 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED, AS PER DETAIL 3/A-20M. N q =ry 6.1. FOR ALL SKYLI&RTS 3 OPERABLE PANELS OF d I 5WIN61N6, SLIDING, E BIFOLD DOORS 25 EXTERIOR STAIR FOUNDATION: 0 0 6.2. WITHIN 16" OF F.F. O - HP. P.T. BM. (PER PLAN),UPON r ® t' 6.5. WITHIN 24" OF A DOOR - 6"xb" NOTCHED P.T. POST,UPON ® ® 6.4. WITHIN 5TAIRWAY5 d WITHIN 36" OF A LANDING - SIMPSON ABU66Z POST BASE,UPON HJUL OUTER FACE OF 6.5. WITHIN TUB/5HOWER ENCLOSURES - 12"0 P. GONG, PIER,UPON W WALL 61RTS 6.6. SEE ALSO GENERAL NOTES ON FACE 6-003 - "SQUARE FOOT" SF-26 GONG. PAD FT6. BEARING 5'-0" 2 ou+H LDIO ;r, ?. PROVIDE STRUCTURAL FRAMIN6 ELEMENTS AROUND MIN. BELOW GRADE 2LAt.�i.;3 0 RD OFENIN65 PER SHOP DRAWIN65 BY OTHERS. AS PER DETAIL 3/A-2Oq• V PORTABLE FIRE EXTIN&U15HER: MECH. AREA: b b I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5FEC•'s A A O I. PROVIDE (U PORTABLE 2A:IOB:G FIRE EXTINGUISHER (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN 2•MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL � COMPLIANCE w/2025 NYS BC 1106. UNITS A5 PER NYS MG 306.1 tit m 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NYS MG 604. LOCATION THAT 15 READILY ACCESSIBLE AND ui AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL 4.IF APPLICABLE,DISCONNECT,REROUTE, 4 RECONNECT Q NOT BE OBSTRUCTED OR 0550JRED FROM VIEW. EQUIPMENT TO EXIST. PIPING AS REQ.V. p A A 3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED TYPICAL MECHANICAL AREA NOTES: A_2p 1 HAN6ER5 # BRACKETS OR WITHIN CABINET USED TO I. FOR HP. FR. FLOOR - PROVIDE 1/2" CONG. BD. BY NV I HOUSE PORTABLE FIRE EXTIN5UI5HERS. CABINET'S "DUROCK" (OR EQUAL.) PROJECT: ® ® SHALL NOT BE LOCKED. SHER AT LEAST 4" ABOVE 2. FOR HP. FR. WALLS - PROVIDE (I) LAYER OF 5/8 4 FLOOR ND TOP OF ELOCATE 5OT70M OF XTIINOUII5HER No MORE THAN 51 TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) ABOVE FLOOR. FOR EXTINSUISHMZ5 WITH OR055 5• WHEN NEW, INSTALL FURNACE/BOILER AS PER MANIU. D HC LAND LLC WEIGHT EXCEEDING 40 L55, LOCATE 50 THAT TOP OF SPEC.'S AND AS PER NYS MEGH. AND FUEL 6AS CODE1 EXTINSJ15HER 15 NO MORE THAN V-6" ABOVE FLOOR. 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT O II ® I IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE AIR VOLUME AS PER MANU. SM/= I ® PORTABLE FIRE EXTINGUISHER: 5. FRRESBH AIR INTAKE FROM EXTERIORSFEG.'s - PROVIDE I. IN ADDITION TO THE TYPICAL PORTABLE FIRE 6. MAINTAIN OR PROVIDE: FURNACE/BOILE:R ELECTRICAL EXTINGUISHER NOTED ABOVE,A SEPARATE GLA55-K EMERGENCY SHUT OFF SWITCH n RATED FIRE EXTINGUISHER SHALL BE PROVIDED FOR -7, FOR 6A5 SERVICE,PROVIDE 6AS SHUT OFF SWITCH THE PROTECTION OF COOKING EQUIPMENT PER 2025 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4180 NEW SUFFOLK AVE NYS BC 4106.4. `fl 2. REQUIRE:MENT5 #2 - #4 NOTED FOR TYPICAL PORTABLE CLEARANCES AS PER CODE MATTITUCK NY 11952 FIRE EXTINGUISHER SHALL APPLY a. PROVIDES FLOOR DRAIN IF READ BY EQUIPMENT # � CONNECT TO SANITARY SYSTEM AS PER NYS NEW PLUMBING FIXTURES: PLUMBING CODE O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PC 405. IO.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAWING TITLE: SEE AL50 PLUMBING SENERAL NOTES ON PAGE 6-002. DRAFT VENTING 5Y5T'EM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYS RC 6242T POLE BARN: QACCESSIBLE PLUMBING ELEMENT A/C, CONDENSERS + HEAT PUMP: ALL NEW AC-CE5515L.E FLUMBIN& ELEMENTS s FACILITIES O - FLOOR PLANS I ® TO COMPLY WITH IGG A[11.1 CHAPTERS 3 d 6. SEE ALSO I. PROVIDE I AIR GONDITIONIN6 d HEAT PUMP SYSTEMS - DOOR + WINDOW SCHEDULES STANDARD DETAILS ON PACE A-204. SYSTEMS APPROVED EQUALS).A SroRA�6E 2.SYSTEMSEMS S SHALL BE MULTI-ZONE As REQ.'D - MINI SPLIT SCHEDULE 675 S.I.F. I-HR FIRE RESISTANT CEILIN6/FLOOR UNDERSIDE: 3.CONFIRM SYSTEM SIZING w/MECHANICAL INSTALLER OR 5 O PROVIDE (2) LAYERS OF 5/5" THK "DENS6LA55" FIRE SYSTEM MANUFACTURER PRIOR TO INSTALLATION • RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) 4.INSTALL AS PER MANUFACTURER SPECS. • JOIN PANELS AS PER MANU. SPECS(A5TM E 156) S. INSTALL UPON LEVEL 61R.OUND # PROVIDE GROUND [RATING A5 PER 2025 NY5150 TABLE"122.6.2(1)] SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATAN& PAGE: " SUFFICIENT TO ACCOMMODATE GROSS WE16HT OF u PROVIDE FIRE RATED SEALANT m ALL SEAMS BY 3M" CONDENSER. (OR EQUAL) 6.ALWAYS LOCATE CONDENSERS 10 MIN. FROM ANY 6A5 ® ® FASTEN AS PER MANU SPEC.'S APPLIANCE,AND AT LEAST 5' FROM WINDOWS/DOORS b INSTALL ALL AS PER MANU SPEC.'S, WHENEVER POSSIBLE. A-203 . 00 • FINISH w/EXTERIOR PAINT AT OPEN PORCH CEILINGS 1-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: DUGTLE55 MINI-SPLIT A/G 4 HEATER: P` 4 j7 O CONSTRUCT WALLS PER UL DESIGN NO. U423 IN Q I. NEW MITSL61SHI DUCTLESS MINI-SPLIT AIR CONDITIONER a HEATER(OR APPROVED EQUAL). CONFORMANCE w/UL 265 STANDARDS 2. INSTALL AS PER MANU. 5FEC.'5 DATE: 07/06/26 10 OF 20 N 3. MINI-SPLITS SHALL BE SERVED BY GONDENSER/HE:AT I. PROVIDE (1) 1" THK. "DE:NSSLA55" FIRE RATED PUMP SYSTEMS, NOTED SEPARATELY. m I ;202 SHEATHING ON BOTH SIDES OF WALL. 4. SEE MINI-SPLIT SCHEDULE: FOR MINIMUM UNIT SIZIN6. 2. WHEN HALL CONTAINS OPENING,FIRE-RATED 5. CONFIRM SYSTEM 51ZIN&w/MECHANICAL INSTALLER OR STRUCTURAL DESIGN BY BUILDING M�4NUFAGTURER ® CONSTRUCTION SHALL INCLUDE HEADER,WALL-SPACE SYSTEM MANUFACTURER PRIOR TO INSTALLATION STRUCTURAL DRAWIN65 BY BUILDING MANUFACTURER SHALL ABOVE OPENING, d POSTS. 6. CONFIRM FINAL MINI-5PLIT LOCATIONS w/OWNER PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR DEFINE ALL STRUCTURAL COMPONENTS,ASIDE FROM THAT 3. EQ) AT ALL PENETRATIONS IN FIRE RATED WALLS. 2q WATER HEATER e OF THE EXTERIOR STAIRS, INGLUDIN6: - - - - - - - - - ` - STRUCTURAL FRAMING PRODUCT CONFORMS TO ASTM E 614,ASTM E 64, # UL NEW RHEEM 100 SAL. LIQUID PROPANE WATER HEATER(OR ROOF/GEILIN6/LOAD-BEARING WALL ASSEMBLIES 10' 2" 3!'-O" 10' 2" 1411. R v FASTENER SFEGIFIGATIONS/SGHEDULE'S APPROVED EQUAL.). 4• WALL SHALL EXTEND FROM TOP OF 2ND FLOOR I. VENT THROUGH WALL ��,., - FOUNDATION ECIFIC (22 RI ® t b- ASSEMBLY TO THE UNDERSIDE OF ROOF 5HEATHIN6 2.F.A.I. TRROU6H WALL. It,+ STRUCTURAL DESIGN OF BUILDING SUPERSTRUCTURE AND MINI-5PLIT SCHEDULE DOWN IO ; 2 T ® I" TURNING SPACE: 3.INSTALL PER MANU. SPEC.'S ` 4.CONFIRM DESIRED TANK CAPACITY w/OWNER 60 :D (MIN) OR T-SHAPED TURNING SPACE IN COMPLIANCE +,` FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. 3 w/ IGG A111.1,SECTION 504. TRENCH FLOOR DRAINS 4 PIPING WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIRED FIRST FLOOR SECOND FLOOR INSTALL TRENCH FLOOR DRAINS w/&RATES TO COLLECT BEARING LOCATIONS, ORIENTATION, AND °5PAN OF SMOKE DETECTOR / GO DETECTOR NOTES: 6REYWATER FROM WET-USE AREAS. E : STRUCTURAL MEMBERS, THE ARCHITECT OI° RECORD MINIMUM A6RIGULT. MEETING/ 5'-O" 13'-�i" 4'-6 11 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT I. DRAINS SHALL MEET AA5HT0 M306 LOAD CLASS 'D' CAPACITY PROCESSING MECH. ROOM LECTURE OFFICE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ASSUMES NO RESPONSIBILITY FOR THE DE'S16N OF THESE REQ.5'. � ; . ;„`..,"::'`r,.'. s'-• COMPONENTS. REQ.'D(BTU) AREA ROOM HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.CONNECT DRAINS TO NEAREST STORMWATER DRYIWELL S 0� J� � 2.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. 3.PIPING FROM DRAINS LOCATED BELOW GONG. 5L4B5 HEATING 20,000 22,000 24,000 61000 COND FLOOR PLAN BARN HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SHALL BE DUCTILE IRON PIPE,OR CAST IRON WITHIN SOIL BEARING CAPACITY NOTE: b OMNIN66 TO BATHROOMS w/SHOWER OR TUB. 2'-0" OF FOUNDATION WALLS,w/J:12 MIN. SLOPE. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL COOLING 10,000 Il,000 12OOo 5,000 SCALE: 114" = I'-O" 3.INSTALL ALL AS PER MANU. SPEC.'S 4.INCREASE GONG. SLAB THICKNESSES AS REQ.'D TO BEARING CAPACITY OF 1.0 TON/5.F. 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROVIDE 4:12 SLOPES TO TRENCH DRAINS. IN COMPLIANCE WITH 2O25 NYS BC 415 4 LOCAL CODE 5. INSTALL ALL PER MANU. SPEC.'S GENERAL SNr 50L 'IGF-Y : POLE BARN EXISTIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.6. STL. Q EXI5TIN6 TO REMAIN WHEN APPLICABLE) p Lu NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J ca 5TL. WHEN APPLICABLE) ('7 MIN. (2) 2"x4" STRUCTURAL Q +_' N NEW I-HR FIRE RATED © P05T FOR 4" WALL5 c ul) WOOD FRAME (L.6. 5TL. (MIN. (2) 2"xb" 5TRUCTURAL WHEN APPLICABLE) POST FOR b" WALL5), U.O.N. 0 NEW 2-HR FIRE RATED }' (.0 WOOD FRAME (L.6. 5TL. NEW 2"xb" PLUMBING WALL 0 c: � 0 WHEN APPLICABLE) ca - 4 C X � N S FLOOR PLAN NOTES c m ' Co Q CONCRETE APRON 12 NEW GUTTER N O cu O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION O SEE SPECIFICATIONS AT ELEVATION NOTES Q 0 a 0 SMOOTHLY FROM SLAB EL. TO GRADE VERIFY 6UTTER SIZE w/ROOFING CONTRACTOR 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 Ig NEW 4"x5" ALUM. DOWNSPOUT (TYP.): g. OR055 SLOPE MEASURED PERPENDICULAR TO VERIFY REQ.'D DOWNSPOUT SIZE w/ ROOFING CONTRACTOR TRAVEL�� APRON SHALL BE NO STEEPER THAN 1=48( 14 GUTTER HIGH POINT (TYPa n , 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE ELECTRICAL PANEL: IS ® REINFORCED P. GONG - 200 AMP ELECTRICAL PANEL LOCATION. SLAB (® INTERIORS) - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO I. 6" (MIN) THK. P. CONG. SLAB w/b"xb"-10/10 W.W.M. UPON CONFIRM SUFFICIENT PANEL SIZE 2. 6 MIL POLY VAPOR BARRIER UPON - ALL INSTALLATION A5 PER NYS ELECTRICAL CODE. r _ _ _ _ _ _ - - - - - - _ _ _ _ _ _ _ I� Ig 5. 12" (MIN) COMPACTED GRAVEL BASE Ig LJ 15 _ _ _ _ - - - - - - - LJ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4. PROVIDE TURN-DOWN HAUNCH AT BLD6. PERIMETER, Ib FREEZE i'ROOF HOSE BIB: 1 II Ig POURED MONOLITHICALLY w/SLAB (SEE SECTION 4 PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER _ BUILDIN6 MANUFACTURER DOCUMENTS) NEW EXHAUST FAN SHALL BE INSTALLED WHERE REINFORCED P. GONG. SLAB (® EXTERIORS) I? VENTILATION 15 NOT MET BY MEANS OF NATURAL II ©B I. 6" (MIN) THK. P. CONG. SLAB w/b"xb"-10/10 W.W.M. UPON CIRCULATION THROUGH WINDOWS OR DOORS TO 2= 22 4: 22 4:12 2=12 I 2. 12" (MIN) COMPACTED &RAVEL BASE OUTDOOR SPACES AS PER NYS MECH. GODS SECTION M (TO VERIFY) (TO VERIFY) (TO VERIFY) I (TO VERIFY) I 405 g 2.g; INSTALL A5 PER MANU. SPECS 4-J w STAIR 4 RAILING (ACCESSIBLE STAIRWAY) NOTE: ■ O NEW ATTIC AGGE55 - PULL DOWN LADDER: II I I ALL STAIRWAYS SHALL SERVE A5 1.ACCESSIBLE MEANS OF 18 I. MIN. 550 LB5 CAPACITY EGRESS,PER 2025 NYS CHAPTERS 10 4 I4 " 2.PROVIDE UNIT BY 'FAKRO' MODEL#bbgIg5 LWB INSULATED I. ALL NEW STAIRS SHALLLL HAVE MAX.'1 RI 4 MIN. II Tr - ATTIC LADDER;OR APPROVED EQUAL 2. GREATEST RISERR HEIGHT IN A FLIGHT OF STAIRS SHALL II I RI5ER5 SHALL CLOSED 2.1. ROU6H OPENING 50"x54" U 2.2. GEILIN6 HEIGHT MIN. 8'-O";MAX. 10'-4" _j I NOT EXCEED THE SMALLEST BY MORE THAN ". g,ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING 5.4. HEAIRSOOM IN HAVE RAA CLEAR W Y5 SHALLBE1PTH T EAST .-8�� 4.COORDINATE PLACEMENT BETWEEN ROOF TRUSSES a BETWEEN HANDRAILS. PROVIDE FRAMING PER BUILDING MANU. DOCUMENTS II 5. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF 5. WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-401 INSULATION ABOVE LJ EACH FLIGHT OF STAIRS, AND WHERE 5HOWN ON PLANS. N IN UL O E BAFFLE OR V / II 6. GUARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING n` II FINISHED INC7 SURFACES FLOOR OR 6RADE,D WO RE HERE SAN 50" A PLANS. (OMIT LWHEN ATTIC ACCE55 DOES NOT PENETRATE INC, K-EN OPENED,AS PER NYS ECC, 4 �,J II r, THERMAL ENVELOPE OF BUILDING). LJ '1. 56 HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO 6.INSTALL A5 PER MANU. SPEG.'s ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH 1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. II I I I HANDRAIL. 6. &RIPPABLE RAIL AS PER CODE. SEPTIC SYSTEM HOUSE CONNECTION: q. RAILING TO BE WOOD. Iq I. LOCATION OF SEPTIC SYSTEM 5UILDIN6 CONNECTIION DOOR NOTE: 2. SEE SGDHS APPROVED PLANS UNDER REFERENCE NO. O I. NOTE DOES NOT NECESSARILY D OOR SCHEDULE. 5,INDICATE DATED 00/00/00. POOREACH NEW PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" 12 12 I I 12 12 2.PLACE D ORS 4" MIN.FROM PERPENDICULAR MINIMUM FROM BUILDING FOUNDATION WALL. WALLS,U.O.N. 5.INSTALL AS PER MANU 5PEG.'s o INTERIOR PLUMBING WALL: " " LINE OF INTERIOR © FRAME INTERIOR PLUMBING WALL w/2 xb STUDS 0I6 O.G. FACE OF INTERIOR I 4.FOR EXTERIOR DOORS, PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND OPENIN55 PER SHOP VERTICAL CONDUIT WITHIN PLUMBING WALL: WALL FINISH (BELOW) I ( DRAWIN65 BY OTHERS. 21 PROVIDE 5 m VERTICAL TO 2ND FLOOR FLOOR SYSTEM 5. FOR INTERIOR DOORS,PROVIDE MIN. (2) 2"xIO" HDR WITHIN WALL TO ALLOW FOR FUTURE CONSTRUCTION r� OUTER FACE OF I I 4 SEE PAGE 6-005 FOR ALL OTHER FRAMING GOLD ROOM INSULATION: LJ WALL/ROOF TRUSS ELEMENTS AROUND DOORS,U.O.N. INSULATE COLD ROOM WALL5 4 GEILIN6 w/4" THK. SUPPORT(BELOW) I AGGESSIBLE ENTRAGE PERMACORE POLY-150 PANELS. II I I. ACCESSIBLE DOORWAY AS PER IGG A111.1,CHAPTER 4, - FASTEN TO METAL CHANNELS/BATTENS/ANSLES 4 rr PROVIDE TAPING 4 GAULKIN& PER MANU. SPEG.5 LINE OF EXTERIOR LJ INCLUDN6 THE FOLLOWING SECTIONS IN PARTICULAR: - INSTALL ALL PER MANU. SPEC.'S. SIDING (BELO W) II I.I. DOORS w/LATCHES MUST COMPLY w/404.2.E 1.2.DOORS w/CLOSERS MUST COMPLY w/404.2.1 EXTERIOR STAIR FOUNDATION: 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. 2g - 6" THK.P. GONG. WALL BENEATH P.T. 5TRINCER BEARING WINDOW NOTE: POINT,EXTENDING V-O" MIN. BELOW &RAVE. O 1. ALL NEW WINDOWS 4 DOORS SHALL BE "ANDERSEN" - PROVIDE 4" THK. x 24" LONG (MIN) P. GONG. PAD II II CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). ADJACENT P. GONG. WALL. PAD WIDTH TO MATCH WIDTH OF STAIRS. INSTALL A5 PER MANU. 5PEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; AS PER DETAIL 2/A-2oq. SEE DE516NATIONS a WINDOW SCHEDULE. EXTERIOR STAIR FOUNDATION: II I I II 5.FOR SUBSTITUTIONS,SEE NOTE " IN "6LAS5 WINDOWS 24 - WV. P.T. BM. (PER PLAN),UPON AND 4.ALL GA EMENT WINDOWS TO" ON PACE OHAVE STRAIGHT ARM HINGE. - SIMPSON AW66Z POST BASE, UPON II 6.IN GENERAL,TEMP. 0L. SHALL BE PROVIDED: AS PER DETAIL RING g'-O" MIN. BELOW GRADE AIL 5/A-20q r� - - - - - - - - - - - - - - - 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF _ TM v EXTERIOR STAIR FOUNDATION: r - - - - - - SWINGING, SLIDING, d BIFOLD DOORS 25 - k'0. P.T. BM. (PER PLAN),UPON 14 14 - - - - - - - - - - - - - - - - - - - - - - II 14 14 6. . WITHIN2 OF F.F. b.5. WITHIN 24" OF A DOOR - b"xb" NOTCHED P.T. POST,UPON JUL Z 202 77 6.4. WITHIN 5TAIRWAYS 4 WITHIN 56" OF A LANDING - SIMPSON ABU66Z POST BASE, UPON Z SOU i HOLD TOWN II I I II 6.5. WITHIN TUB/SHOWER ENCLOSURES - 12 4' P. GONG. PIER,UPON Lu 6.6. SEE ALSO ENERAL NOTES ON PAGE 6-003 "SQUARE FOOT" SF-26 GONG. PAD FT6. BEARING 5'-0" g PLA�NING BOARD G II 1. PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND MIN. BELOW 6RADE 2 OPENINGS PER SHOP DRAWINGS BY OTHERS. A5 PER DETAIL 5/A-2041. v PORTABLE FIRE EXTINGUI5HER: MEGH. AREA: II I O I. PROVIDE (1) PORTABLE 2A:I05:G FIRE EXTINOU15HER 26 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SEC.'S II I I II (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL II II I COMPLIANCE w/2025 NYS BG clOb. UNITS A5 PER NYS MG 506.1 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS 5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES LOCATION THAT 15 READILY ACCESSIBLE AND REQUIRED PER NYS MG 604. w (I I AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL 4.IF APPLICABLE,DISCONNECT,REROUTE, 4 RECONNECT Q NOT BE OBSTRUCTED OR 0550URED FROM VIEW. EQUIPMENT TO EXIST. PIPING AS REQ.D. p II I I 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED TYPICAL MECHANICAL AREA NOTES: A-2a II HANGERS 4 BRACKETS OR WITHIN CABINET USED TO I. FOR NO. FR. FLOOR - PROVIDE 1/2" CONC. BD. BY II II HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETS "VUROCK" (OR EQUAL) PROJ ECT: [ SHALL NOT BE LOOKED. _ �� 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 515" -I II I II I I II 4 LOCATE BOTTOM OF EXTINWIR AT LEAST 4 ABOVE FLOOR AND TOP OF EXTINGUISHER NO MORE THAN S'' TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) II I I I I II ABOVE FLOOR. FOR EXTINGUISHERS WITH 6R05S 5. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. D H C LAND L LC r SPEG.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE II II I I II LJ EXTI N6UISHERE I NO MORE,LOCATE g b" ABOVE FLOOR. 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT II I II I I II 5. IT CONFORMS TO NYS MECH. AND FUEL COMB. AIR VOLUME AS PER MANU. 5EG.'s- PROVIDE COME PORTABLE FIRE EXTINGUISHER:II I I ® I. IN ADDITION TO THE TYPICAL PORTABLE FIRE FRESH AIR INTAKE FROM EXTERIOR EXTINGUISHER NOTED ABOVE,A SEPARATE GLA55-K 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I CY SHUT OFF SWITCH II II I RATED FIRE EXTINGUISHER SHALL BE PROVIDED FOR �, FOR EMERGEN&ENCAS SERVICE,PROVIDE 6A5 SHUT OFF SWITCH THE PROTECTION OF COOKING EQUIPMENT PER 2025 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4180 NEW SUFFOLK AVE 12 II 12 II 12 12 NY5 BG g06.4.II I) II 2. REQUIREMENTS 02 - #4 NOTED FOR TYPICAL PORTABLE q. CLEARANCES AS PER GORE PROVIDE g" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 MATTITUCK, NY 11952 I'-O" ROOF FIRE EXTINGUISHER SHALL APPLY CONNECT TO SANITARY SYSTEM AS PER NYS II I II I I I O.H. (TYP) NEW PLUMBING FIXTURES: PLUMBING CODE OALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. IO.APPLIANCE5 JOINED THROUGH A COMMON NATURAL DRAWING TITLE: SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYS RC 62421. POLE BARN: ilk II II AGGESSIBLE PLUMBING ELEMENT LITIES A/C CONDENSERS + HEAT PUMP: - FLOOR PLANS Ir II II O TO COMPLY WITH ICG A111.11CHAPTERS 5 4 6. SEE 1 ALSO O I. PROVIDE (5) AIR CONDITIONING 4 HEAT PUMP 5YS`TEMS STANDARD DETAILS ON PACE A-20q. BY MITSUBISHI (OR APPROVED EQUALS). O J 2.SYSTEMS SHALL BE MULTI-ZONE AS REQ.V L I-HR FIRE RESISTANT GEILING/FLOOR UNDERSIDE: 5.CONFIRM SYSTEM 51ZIN6 w/MECHANICAL INSTALLER ORO PROVIDE (2) LAYERS OF 5/5" THK. "DENS6LASS" FIRE SYSTEM MANUFACTURER PRIOR TO INSTALLATION RATED 5HEATHIN6 BY &EOR61A PACIFIC" (OR EQUAL) 4.INSTALL AS PER MANUFACTURER SECS. II II II 5. INSTALL UPON LEVEL 6ROUND 4 PROVIDE &ROUND • JOIN PANELS AS PER MANU. SECS(A E Igb) SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING [RATING As PER 2025 NY5BG TABLE'122122.6.2(I)] PAGE: 2:12 4=12 4=12 2=12 PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "gM„ SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF (TO VERIFY) I (TO VERIFY) (TO VERIFY) I I (TO VERIFY) (OR EQUA CONDENSER. L) b.ALWAYS LOCATE CONDENSERS 10' MIN. FROM ANY 6A5 • FASTEN A5 ER MANU SEC.'S APPLIANCE,AND AT LEAST g' FROM WINDOWS/DOORS II INSTALL ALL AS PER MANU SEC.'S WHENEVER POSSIBLE. A=204m00 III II I II • FINISH w/ EXTERIOR PAINT AT OPEN PORCH GEILIN65 DUGTLE55 MINI-SPLIT A/C 4 HEATER: q I-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: s II I. NEW MIT'SUBISHI DUCTLESS MINI-SPLIT AIR CONDITIONER 4 II I II O CONFORMANCE w/UL 5ER U STANDARDS U425 IN © HEATER(OR APPROVED EQUAL). I; II I II 2. INSTALL AS PER MANU. SPEG.'5 DATE: 07/06/26 11 OF 20 5. MINI-SPLITS SHALL BE SERVED BY GONDENSE"EAT I. PROVIDE (1) 1" THK. "DEN56LA55" FIRE RATED PUMP SYSTEMS,NOTED SEPARATELY. 1'-0" ROOF I II SHEATHING ON BOT14 SIDES OF WALL. 4. SEE MINI-SPLIT SCHEDULE FOR MINIMUM UNIT SIZIN6. 13 - - - - - - - - - - - _ - O.H. (TYP) 2. WHEN WALL CONTAINS OPENING,FIRE-RATED II rr CONSTRUCTION SHALL INCLUDE HEADER,WALL-SPACE 5. SYSTEM MANUFACTURER PRIOR TO INSTALLATION BR OR STRUCTURAL DESIGN BY BUILDING M 4NUFAGTURER Ig �L- - - - - - - - - - - - - - - - - - - Ig L J Ig ABOVE OENIN5, 4 POSTS. 6. CONFIRM FINAL MINI-SPLIT LOCATIONS w/OWNER STRUCTURAL DRAWIN65 BY BUILDING MANUFACTURER SHALL - - - - - - - - - - - - - - - - - - - - 3. PROVIDE "ABE5G0 FP200 FR EXPANDING FOAM" (OR DEFINE ALL STRUCTURAL COMPONENTS,ASIDE FROM THAT EQ) AT ALL PENETRATIONS IN FIRE RATED WALL5. 2q WATER HEATER OF THE EXTERIOR STAIRS, INCLUDING: PRODUCT CONFORMS TO A51-M E 514,ASTM E &4, 4 UL NEW RHEEM 100 GAL. LIQUID PROPANE WATER HEATER(OR - STRUCTURAL FRAMING - ROOF/CEILIN6/LOAD-BEARING WALL ASSEMBLIES A ` 4. KA WA l. APPROVED EQUAL.). LL SHALL EXTEND FROM TOP OF 2ND FLOOR /�` ' : ; `i •_, .�,',�'•.. I. VENT TNROU6H WALL / FASTENER 5ECIFICATION5/5GHEDULE:3 ASSEMBLY TO THE UNDERSIDE OF ROOF SHEATHING 2.F.A.I. THROUGH WALL. - FOUNDATION DE516N STRUCTURAL DESIGN OF BUILDING SUPERSTRUCTURE AND O TURNING SPACE: 4.INSTALL PER MANU. SPECS ID 60"4' (MIN) OR T-SHAPED TURNING SPACE IN COMPLIANCE 4.CONFIRM DESIRED TANK CAPACITY w/OWNER j FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. w/ IGG AI11.1,SECTION 504. © TRENCH FLOOR DRAINS 4 PIPING I 1 WHILE CONSTRUCTION DOCUMENT'S MAY INDICATE REQUIRED _ r 0 INSTALL TRENCH FLOOR DRAINS w/GRATES TO COLLECT ,,;•.. -.: •` `<. E SMOKE DETECTOR / GO DETECTOR NOTES: 6REYWATER FROM WET-U5E AREAS. BEARING LOCATIONS,ORIENTATION,AND SPAN OF II I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT I. DRAINS SHALL MEET AA5HTO M506 LOAD CLASS V' STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THESE HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.CONNECT DRAINS TO NEAREST STORMWATER DRYWELL COMPONENTS. ROOFFLAN - �OL BARN 2.5MOKE /CO DETECTORS TO MAINTAIN V MIN. 5.PIPIN6 FROM DRAINS LOCATED BELOW GONG. SLABS HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS SHALL BE DUCTILE IRON PIPE, OR CAST IRON WITHIN 4 OENIN66 TO BATHROOMS w/SHOWER OR TUB. SOIL BEARING CAPACITY NOTE: SCALE: I/4" = I'-O'= 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.INCREASE G NC. SLAB TH THICKNESSES A5 REQ.'D TO STRUCTURAL CAPACDESIONITY OF .0 TON 5. ASSUMES A SOIL 4.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEARING CAPACITY OF I.O TOWS.F. IN COMPLIANCE WITH 2O25 NYS BG qi5 4 LOCAL CODE PROVIDE ALL SLOPES TO TRENCH DRAINS. 5. INSTALL ALL PER MANU. SPEC.'S ■ BA WINDOW CHART - POLE BARN EGRESS CLEAR LIGHT VENT DOOR 50HEDULE - POLE BARN P OA'00" L � E. ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. DOOR MATERIAL R N TA6 COUNT TYPE MODEL # WIDTH REOVs 20" AMP PER UNIT PER UNIT a' HE1o6HT REQ'Dc 24" Q WIDTH 11 HEIGHT WIDTH HEIGHT OPEN REa'D: 5.-1 S.F. (S.F) (5.1=) TA6 DESCRIPTION MANUFACTURER p 0 NOTES ELEVATION NOTES WIDTH HEIGHT d W 13 DOUBLE-HUNG TW210410 IF 5'-0 II 5l_0 III 2'-11 r 51_0 III 5.61 S.F. 10.45 5.85 Y W cc TYPICALOI 1. SEE NOTE �FINC7: MECHANICAL UNIT BU DING SECTION FOR MINIMUM O INSTALL MECHANICAL UNIT DIRECT VENT A5 PER MANU. E=� -CT VENT: A. DOUBLE-HUNG TW210410 3-O 5 O 2-I I 5 O 5.81 S.F. [� 10.45 5.55 SECOND FLOOR CONSTRUCTION STANDARDS SPEC.'S IN FULL CONFORMANCE w/VENTING Q �_ (V 2. H.O.TO VERIFY FINAL COLOR # MATERIAL SELECTION CLEARANCES REQUIRED PER NYS MG a04. ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. � � S✓ u') BEFORE INSTALLATION SEE ALSO NOTE • FLOOR PLANS. * SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER 201 SINGLE 5WING THERMATRU 3'-O" 6'-8" i I O 0) FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY W W INDO MANUFACTURER IA STEEL ROOFING PANELS,_ (COLOR) MECHANICAL UNIT FRESH AIR INTAKE: ,� � O to INSTALL A5 PER MANU. SPEC.'S CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS 202 _J7 SINGLE SWING THERMATRU 3-O b-8 • ul � � >: O_ O PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. O (v z O II BATHROOM EXHAUST FAN VENT: 205 SINGLE 5WING JELD-WEN 2'-8" 6'-8" 0 - 0 VENT THROUGH WALL OR WITHIN ROOF SOFFIT, AS SHOWN. DOOR 5GHEDULE - POLE BARN *- TYPIGAL SIDING: SEE ALSO NOTE o PLAN. 204 SINGLE 5WING JELD-WEN 2'-4" 6'-8" ��� X CV O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O O 4- CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELEGTIION DOOR MATERIAL BEFORE INSTALLATION (�I O CD Lo rZ m � � 205 SINGLE 5WING JELD-WEN 2'-8" 6'-8" • +-� O 'C' LP SMARTSIDE STRAND SUBSTRATE PANEL SIDING,_ TA6 DESCRIPTION MANUFACTURER p U1 NOTES 0 d : O ® (COLOR) WIDTH HEIGHT' 3 206 SINGLE SWING JELD-WEN 2'-8" Q O5" K-STYLE GUTTERS $ DOWNSPOUT5; ___ (COLOR) 4 ALUMINUM (TYP.) FIRST FLOOR n 1 OTYP. ___ (COLOR) 5/4" 'AZEK' TRIM (OR EQ.): I. PROVIDE AT ALL CORNERS,DOORS, WINDOWS E 101 SINGLE SWING THERMATRU 5'-O" 6'-8" RAKES (4") 2. PROVIDE FULL-LENGTH BAND AT BARN DOORS(69, 102 OVERHEAD DOOR T.B.D. 8'-O" 8'-O" CONGEALING HARDWARE d TRACK LLLL�����11 b - PRECISFREEZE EOOF HOSE .BDIBIN FIELD -CONSULT w/OWNER) �� �- �� O 103 OVERHEAD DOOR T.B.D. 8-O 8 O U •- O WOOD FRAME STAIR $ LANDINGS 104 SINGLE 5WINO THERMATRU 4'-0" b'-8" • I�� A/G CONDENSER ON GONG. PAD OR OTHER II II J 1057 F OVERHEAD DOOR T.B.D. 8-O 8-O O APPROVED GROUND SURFACE (SEE FLOOR -1� PLAN NOTES) 106 51NGLE 5WING THERMATRU 5'-0" 6'-8" • IOy BARN DOOR T.B.D. 15'-6" 8'-0" V � IrTm F17 1=7 77 17=1 r7 I I n�1 W O O O I O O O O Q� Q� I I a0 = = D O D O L o 4;o 103 102 101 0 Z JUL 7 3 H76 LLj 71= EDE] = Mm 111 2 SOU7 OLD TOWN PLANNING BOARD I I —LLL El F=7__� �j7-= F=7 F_=7 ❑ U0 F E _ 1� � to, ui BAST ELEVATION (R I O HT SIDE) 0 SCALE: 1/4" = I'-Oil PROJECT: DHC LAND, LLC II I IA 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 DRAWING TITLE: POLE BARN: 3 3 OA OA OA OA OAO s - ELEVATIONS - DOOR + WINDOW SCHEDULES Ll Lj 4� PAGE: F.F.EL. A-205mOO to a DATE: 07/06/26 12 OF 20 FE] ❑0 FE71 ❑0 I05 FF77 104 ❑ ❑ ❑ O II ❑ ❑ MIN. r MIN. 8 b * . , NF_5T ELEVATION (LEFT 50rz) SCALE: 1/4" = I'-Oil ® WINDOW CHART - POLE BARN EGRESS CLEAR LIGHT VENT DOOR SCHEDULE - POLE BARN sB RPROV. PROV. DOOR MATERIAL PC) © TA6 COUNT TYPE MODEL # ROUGH OPENING WINDOW DIMENSION WI1D'�PRE�=2O� TEMP PER UNIT PER UNIT a �_ �� HEIIN R QVIRZO 5. 2 S.P. (S.F.) (S.Fa TA6 DESCRIPTION MANUFACTURER p I N NOTES Q WIDTH HEIGHT WIDTH HEIGHT OPEN REab: 5.-1 . Q N Q ELE1/ATION NOTES �� WIDTH HEIGHT O � w ,4 13 DOUBLE-HUNG TW210410 3'-0 �" 5'_O �° IF 2'-II " 5'_O J'7� 7 10.45 5.55 3 cc OI 1. SEE NOTE AT BUYPICAL IL IN6 SECTION I=OR MINIMUM O INSTALL MECHANIGIAL UNIT DIRECCT T VENT A5 PER MANU. u J M CONSTRUCTION STANDARDS SPEC.'S IN FULL CONFORMANCE w/VENTING A.T DOUBLE-HUNG TW210410 3-O ✓ O 2 I I 5 O 5.61 S.F. [� 10.45 5.63 SECOND FLOOR Q •t. N 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION CLEARANCES REQUIRED PER NY5 MG b04. ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-005" FOR NAILING 4 STR,APPIN6 DETAILS. Q� •C � BEFORE INSTALLATION SEE ALSO NOTE ® FLOOR PLANS. *+� SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER 201 51NOLE SWING THERMATRU 3'-O" b'-6" I • I��F O *" FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER LI — .- IA STEEL ROOFING PANELS, _ (COLOR) MECHANICAL UNIT FRESH AIR INTAKE: ��� — 'a � IO INSTALL AS PER MANU. SPEC.'S CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOW5 202 SINGLE SWING THERMATRU 3'-O" b'-6" I • I�� L Z Cfl U2 PROVIDE CONGEALED FLA5HIN6 AT ALL ROOF INTERFACES. 1_—I I����lll O O CV II BATHROOM EXHAUST FAN VENT: F205 SINGLE SWING7 JELD-WEN IE2'-6" b'-6" • a •� � d. TYPICAL SIDING: VENT THROUGH WALL OR WITHIN ROOF SOFFIT,AS SHOWN. DOOR SCHEDULE - POLE BARN r- O3 I. SEE NOTE AT BUILDING SECTION I°OR MINIMUM SEE ALSO NOTE • PLAN. 204 SIN6LE 5WIN6 JELD-WENAE 2'-4" b'-6" • X N CONSTRUCTION STANDARDS DOOR MATERIAL 0 m � (9 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5ELECT'ION BEFORE INSTALLATION o O co 205 SINGLE 5WIN6 JELD-WEN IE 2'-6" 6'-6" • � O 4-J Ld) TA6 DESCRIPTION MANUFACTURER p -► U1 NOTES ® 5MARTSIDE STRAND SUBSTRATE PANEL SIDING, WIDTH HEI6H7 < 206 SINGLE SWING JELD-WEN 2'-6" b'-6" Q a- (COLOR) 3 � � O4 511 K (COLOR) 4 ALUM UTS, ALUMINUM (TYPJ FIRST FLOOR n , OTYP. ___ (COLOR) 5/4" 'AZEK' TRIM (OR EQ.). ---- W I. PROVIDE AT ALL CORNERS, DOORS, WINDOWS 4 101 SINGLE SWING THERMATRU S'-O" 6'-6" RAKES (4") 2. PROVIDE FULL-LEN6TH BAND AT BARN DOORS(6")" 102 OVERHEAD DOOR T.B.D. GONCEALIN6 HARDWARE 4 TRACK O FREEZE PROOF H05E BIB: 105 OVERHEAD DOOR T.B.D. 6'-0" 6'-0" T.B.D. - PRECI5E LOCATION . IN CONSULT w/OWNIEW U O WOOD FRAME STAIR 4 LANDIN65 104 SINGLE SWING THERMATRU 4'-0" 6'-6"A/C CONDENSER ON CONC. PAV OR APPROVED GROUND SURFACE (SEE � HER FLOOR 105 OVERHEAD DOOR T.B.D. 6'-O" 6'-O" 4—J u . PLAN NOTES) 106 SINGLE SWING THERMATRU 3'-O" 6'-6" • m 101 BARN DOOR T.B.D. 15'-6" 6'-0" • I�� / , lJ v 2 n ` 12 (L W 41 Q I IA 4 5 202 3 3 12 F.F. EL. N I IF 12 0 T X 4 Z 2 20 °�D W JU!. 2 3 202 0 V SOU i HOLD "OWN PLANNINJ iu a SOUTH ELEVATION (FRONT) o SCALE: 1/4" = 1'-0" PROJ ECT: DHC LAND, LLC I14 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 DRAWING TITLE: ❑� POLE BARN: - ELEVATIONS - DOOR + WINDOW SCHEDULES 20l PAGE: 12 N F.F. EL. 2�- A-206mOO DATE: 07/06/26 1.3 OF 20 i _ r O O O 6 y- NORTH ELEVATION (REAR) SCALE: 1/4" = I'-O" POLE'l BARN N+,/ PROP. RIDGE HGT. _ _-_-_-_-_-_-_-_-___-_ ___-_-_-_-_-_-___-_-_ PROP. RIDGE HOT. _-_-_-_-_-_ LIN1= OF RIDGE (AHF-AD OF 5EGTION) ELEV. +4b.11' I ELEV. +487 - - - - - - - - 12 il, LO Q PIJILPIMO 5MOTION NOTES I'-0" TYP. 41 11-0" TYP. 0 ROOF O.H. ROOF O.H. UJ ROOFING NOTE (TYPJ: O SLAB CONSTRUCTION (TYPJ: Lu OI ROOF ASSEMBLY AS PER BUILDING MANUFACTURER. INTERIOR P. GONG. REINFORCED SLAB w/TURN-DOWN -j co GENERALLY: HAUNCH, AS PER BUILDING MANUFACTURER. GENERALLY= a--� I. STEEL ROOFING PANELS,UPON I. TREATED BILL PLATES 4 SKIRT BOARDS AT �i O u') 2. WOOD PURLIN5,UPON PERIMETER OF SLAB. 2 2 w = m 3. WOOD ROOF/GEILIN6 TRUSSES, UPON 2. SILL PLATES ANCHOR BOLTED TO SLAB. PROVIDE LEDGER BD. o O 4, WOOD ROOF TRU55 SUPPORTS 3. SLAB LOCATED b" ABOVE EXTERIOR GRADE 4 4" EXTERIOR STAIRS PER 1 0 ABOVE EXTERIOR SLABS DETAIL I/A-209. 2x 61RT MAY ;� >; (D SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT .- BE INCREASED AS REQ.'D TO z SPEGIFICATION5 4 INSTALLATION REQUIREMENTS. SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT 'ry SERVE A5 LEDGER BD.,U.O.N. _ _ 4 4 O O N GEILIN6 CONSTRUCTION (TYPJ: SPECIFICATIONS 4 INSTALLATION REQUIREMENTS. _ STORAGE _ �; HALLWAY B' �C>3 w OADDITIONALLY= BY BUILDING MANU. 1 • NEW ROOF/GEILIN6 TRUSSES (BY OTHERS) AS NOTED X U CV • " THK. 6YPSUM BD. GEILIN6 - PROVIDE b"xb"-IOxlO W.W.M BETWEEN CENTER 4 m O O • R-55 BATT INSULATION UPON GEILIN6 DIAPHRAGM UPPER i OF SLAB;SECURE IN PLACE DURING POUR N CNN O 0 m C9 • PROVIDE 2" THK. SPRAY FOAM INSULATION EAVES = 0 MIN.b THK. P. GONG. SLAB }, +-j U-) - PLACE SLAB UPON b MIL POLY M015TURE RETARDED O N Q cu EXTERIOR WALL CONSTRUCTION (7YP,): PROP. 2ND FL. I g PROP. 2ND FL. g Q 0 a O w/ 12" MIN. GRAVEL BASE. GLEAN COMPACTED FILL O WALL ASSEMBLY AS PER BUILDING MANUFACTURER. SHALL BE PROVIDED BELOW&RAVEL. FINISHED FLOOR _-_ _ _-_-_-_-_-_-_-_-___-_ _-_ _ _. FINISHEDFLLOOR _-_ _ _-_-_ ---_- 6ENERALLY: - PROVIDE R-15 RI61D INSULATION (3" THK) EXTENDING ELEV. +36,q' 12 ELEV. +36.9' I. HOUSE MEMBRANE 4 SUBSTRATE PANEL 51DIN6,UPON FROM TOP OF SLAB TO 2'-0" MIN. BELOW GRADE 2� 2. WOOD 61RTS,UPON O TRENCH FOOTING: 3. LAMINATED POSTS RUNNING CONTINUOUS FROM P. GONG. TRENCH FOOTING AS PER BUIL.DIN6 MANU. SPEC.'5 FOOTING TO ROOF TRUSS SUPPORTS,w/ 4. INTERIOR WOOD 61RTS OR STUD WALL INPILL (PER 0 PAD FOOTING: 5 5 5 BUILDING MANUFACTURER DOCUMENTS) P. GONG. PAD FOOTING AS PER BUIL.DIN6 MANU. 5PEC.'S 9 SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT O GOLD ROOM INSULATION: SPECIFICATIONS 4 INSTALLATION REEOUIREMENT5. INSULATE GOLD ROOM WALLS 4 GEILIN6 w/4" THK. ADDITIONALLY,PROVIDE: PERMACORE POLY-I50 PANELS. - FASTEN TO METAL CHANNELS/BATTENS/ANOLE5 4 - 4.5" THK. SPRAY FOAM INSULATION (R-51.5 0 R-1/1'IN) WIDE TAPING 4 CAULKING PER MANU. 5PEG.'5 OPEN COD A&RICULTURAL U INSTALL ALL PER MANU. 5PEEG.'S. c`1 N ' - INTERIOR " THK, GYP BD. WP=LL FINISH COVERED : : OOM ►� : PROCESSING - ALL NEGE55ARY TRIM FOR PROPER INSTALLATION PORCH AREA - 5IDIN6 SHALL EXTEND TO TOP OF INTERIOR 5LABI DRAWIN65 BY BUILDING MANUFACTURER SHALL 44 DEFINE ALL STRUCTURAL COMPONENTS, INCLUDING: OFLOOR CONSTRUCTION (TYPJ: - STRUCTURAL FRAMIN6 INCREASE SLAB THICKNESS FLOOR ASSEMBLY AS PER BUILDING MANUFACTURER. - ROOF/GEILIN6/LOAD-BEARING WALL ASSEMBLIES PROP. INTERIOR SLAB _ A5 REQ.b TO PROVIDE J:12 _ PROP. INTERIOR SLAB_ _ ■ SLOPE TO TRENCH DRAIN _j_GENERALLY= - FASTENER 5PEGIFIGATION5/5GHEDUL.E5 ELEV. +24.3' ELEV. +24.3 T - FOUNDATION DESIGN I. T46 WOOD 5U5FLOOR PANELS, UPON r b 2. WOOD FLOOR TRUSSES,UPON b 5. STUD BEARING WALLS w/DBL. TOP PLATE \--------------- ----- -- .. �---- --- - AVERA6_E ORADE _ _ 4" .,_ _ AVERA6D6_RADI_ _ _ 8" c SEE BUILDING MANUFACTURER DOCUMENTS FOR EXACT ELE. +23.6' COORDINATE SLAB STEP w/ ELEV. +23.6' SPEGIFIGATION5 4 INSTALLATION REEQUIREMENT5. z COLD ROOM INSULATION PANELS; X ADDITIONALLY,PROVIDE: f INSTALL PER MANU. 5PEG.'5 n ' - - FINISH FLOORING PER OWNER SELECTION - 2" THK. SPRAY FOAM INSULATION AT BL.D6. I PERIMETER RIM JOISTS O5 I HR FIRE RESISTANT CEILINO/Fl-OOR UNDERSIDE:, m • PROVIDE (2) LAYERS OF 5/6" "DENSOLASS" FIRE RATED SHEATHING BY 6EOR61A PACIFIC," (OR EOUAIL) • JOIN PANELS AS PER MANU. 5PP'C5 (ASTM E 136) [RATING AS PER 2025 NY580 TABLE '122.6.2(I)] • PROVIDE FIRE RATED SEALANT ® ALL 5EEAM5 BY 1131M" (OR EQUAL) • FASTEN AS PER MANU SPEC.'S • INSTALL ALL A5 PER MANU 5PEG.S • FINISH w/EXTERIOR PAINT AT OPEN PORCH CEILINGS SECTION I -I/A-20-7 SECTION 2-2/A-20-1 I SULA7I 0N FE I E 7RA7I O I`l RFGU I RE�E I` 75 SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" COMPONENT PROPOSED DESION CODE PRESCRIPTIVE VALUE $ COMPLIES VALUE CITATION (PER 2020 NYSEGG(f,) VERTICAL FENESTRATION U-VALUE = 0.50 MAX. U-VALUE = 0.50 U-VALUE 4 AIR LEAKAGE AIR LEEAKAOE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES PER C402.5 d TABLE 0406.3 - CLIMATE ZONE 4 ENTRANCE DOORS U-VALIJE = 0.65 MAX. U-VALUE = 0.65 U-VALUE 4 AIR LEEAKAOE AIR LEEAKA&E = 1.00 0FfM/5F MAX. AIR LEAKAGE = 1.00 GFM/5F YES PER 0402.5 4 TABLE 0406.5 - CLIMATE ZONE 4 GEILIN6 R-VALUE R-55 BA TT INSULATION MIN. R-VALUE = 53 YES PER TABLE C402.I.3 - CLIMATE ZONE 4 G3E cc [F-,0 oD MIN. R-VALUE = 15 (CAVITY) + 4.5 (CONTINUOUS) OR JUL. 2 3 H ABOVE GRADE WOOD R-31.5 SPRAY FOAM GAW I TY � cn W :: Iq (CAVITY) + 1.5 (CONTINUOUS) T.B.D. ~ FRAMED ALL R-VALUE INSULATION (4.5 THICK a R-WINCH) z SOUI I;oLn okArN PER TABLE: C402.I.3 - CLIMATE ZONE 4 PLANNING Ei AP,D UNHEATED SLAB R-15 RI61D INSULATION (3" THK) MIN R-VALUE = 15 (CONTINUOUS) R-VALUE 4 DEPTH EXTERDIN6 2' MIN. BEELOIW GRADE: MIN. DEPTH = 2' YES PER TABLE G402.1.3 - CLIMATE ZONE 4 COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 NY5 ENERGY CONSERVAtTION CONSTRUCTION CODE U51N6 CHAPTER 4 [CE). Q 4" FRESH AIR VENT THROUGH ROOF I PROJECT: I I 3 DHC LAND, LLC I 4 I d d I NOTE: I ALL PLUMBING WORK I SHALL CONFORM TO BATHROOM #2 1 LOCAL PLUMBING CODE BATHROOM #2 4180 NEW SUFFOLK AVE 1 I E&E D MATTITUCK, NY 11952 I 10 211 1 "1 i 4° ------� SUPTPLLYATER IL `NO DRAWING TITLE: 2 I IL FUEL IL ALL PL. S HO 4 POLE BARN: I 1 1 COLD WATER SHALL CONFORM I 3 SUPPLY w TO LOCAL -SECTIONS 1 PROVIDE "ABESGO FP200 FR 3 I :3 V N PLUMBING CODE 4 EXPANDING FOAM" (OR EQUAL) 31 i� w.c. - ENERGY TABLE I AT ALL PENETRATIONS IN FIRE =1 i= m PROVIDE "ABESGO FP2OO FR FUEL OAS - RISER DIAGRAMS 1 I RATED WALLS AND N1 EXPANDING FOAM" (OR EQUAL) 1 FLOORS/CEILIN&S. PRODUCT -I AT ALL PENETRATIONS IN FIRE I 3" CONFORMS TO A5TM E 514, PIPING PENETRATIONS: A5TM E 4K AND UL WICY I 1 1 FL ORS/AGE L N65D PRODUCT I. PROVIDE "ABESGO FP200 FR G.O. I J EXPANDING FOAM" (OR EEQUAL) I -----"T------I----------------T----------'T-------- CONFORMS TO ASTM E 814, AT ALL PENETRATIONS AT WALILS PAGE: 1 1 _.._.._.t�.._.._.._I.�.._.._.._..__.._.._.._.._.._...I..r.._.._...,.._.._..T.._.._.._.._.._. ASTM E 84, AND UL 147q AND FLOORS/CEILIN65. OPEN GOLD gloomA&RIGULTURAL BATHROOM #I I I I I I I &RIG . BATH I MEGH. MEGH. 614,ASTM E B4, AND UL 14'T9 I 2.PRODUCT CONFORMS TO ASTM E COVERED PROGE551N6 AREA �� I t I 1 A&RIGULTURO l i I i 1 i 1•'ROGE5511N6 RIM. #I I Igloomj ROOM PROCESSING - ® 7 PORCH 2" _ ALL PLUMBING WORKARP �` AREA ■ -- SHALL CONFORM TO I I I I ---T---'---r-__ - I I LOCAL PL.UM5IN6 CODE j I 1 I I I 13 SIZE PER 1 I I I I sl •V xl .V 3: �U N1 IV j I I MANU. 5PEG.'S I 1 I �_ i I� DATE: 07/06/26 14 OF 20 Vl N nl N I N -I iry i INTERIOR SHUT-OFF 1 i- I i- FOR Hose BIB(5) 12" 12" 12" 2 1 2111 b4I'I b4I'I b4' CK I _.._.._.._.._.._.._..� LL OAS SUPPLY I I I f74 04 1 NEW FREEZE-PROOF HOSE Q, I I PROVIDE FRESH 1 5I5(5) w/VACUUM BREAK; FLOOR TRENCH I 5 j S I 5 I AIR INTAKE 3 OWNER FLOOR TFRENGH I,y G I v 4 FASTENED w/PIPE Q COMMERCIAL RANGE DRAIN; PROVIDE GLEAN WC j FASTENERS (PRECISE PROPOSED BURIES TO CONFIRM DRAINS; OHVNER TO I_ I m LOCATION(B) T.B.D. IN FIELD PROPANE FUEL TANK G.O. 51ZE REO.'D CONFIRM SIZE: REEG.V I- 14 I- 1 G.O. OUTS AS REQ.'D j - CONSULT w/OWNER) `w III r` 3 C x 4 TO WATER g � MAIN m STREET .- 4" MIN. 5LD6. MAIN DRAIN; Q:: CONFIRM 4 GOOGRDINATE TO SEPTIC SIZE w/APPROVED HEALTH SYSTEM L. _ ._.. m ., DEPARTMENT DOCUMENTS �* FLt PLUME3 1 NO RISER - DRAIN / NASTE/ VENT PLUME3 1 NO RISER - SUPPLY' OAS RISER - SUPPLY' SCALE: NTS SCALE: NTS SCALE: NTS POLEmm. EORE55 4 EMERGENCYDEVICE NOTES: OE'�IERAIL.. ���5® <E� : I. AUTOMATIC, SPRINKLER SYSTEMS ARE NOT REQUIREDI l �BARN FOR THE PROPOSED SPACES,AS NONE OF THE CONDITIONS STATE BY NY5 BG g03.2.2. EXIST. NEW PARTIAL HEIGHT - EXISTIN6 TO BE DEMOLISHED WOOD FRAME (L.6. STL. Q FIRE AND SMOKE PROTECTION FEATURE5 2. FIRE ALARM 4 DETECTION SYSTEMS (INGLUOIN6 WHEN APPLICABLE) I. FIRE-RESISTANCE RATINGS OF BUILDINS ELEMENTS,COMPONENTS, OR ASSEMBLIES AUDIBLE 4 V1515LE ALARMS) ARE NOT REQUIRED FOR EXISTIN6 TO REMAIN 0 SHALL BE DETERMINED IN AGGORDANCE WITH TEST PROCEDWRE5 SET FORTH IN ASTM E111 THE PROPOSED UNITS, NONE OF THE CONDITIONS LLI OR UL 265,AS PER SECTION '105.2 OF THE 2025 NYS BUILD'IN6 CODE (NY5 BC,). STATED BY NY5 BG g07 7.22 EXIST. NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J cc 2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIRIEMENTS OF SECTION 703.3 OF 3. EXIT SIGNS ARE NOT REQUIRED AS ALL SPACE'S STL. WHEN APPLICABLE)REQUIRE ONLY ONE EXIT OR EXIT AGGE55, PER NY5 © MIN. (2) 2 x4 Q +-+M STRUCTURAL (V THE 2025 NYS BG. 1015.1 r �� NEW I-HR FIRE RATED POST FOR 4" WALLS Q. 3. ALL FIRE-RESISTANCE-RATED 6LAZIN6 SHALL BE IN ACCORDANCE WITH 5ECTION'103.4 WOOD FRAME (L.6. STL. (MIN. (2) 2"xb" STRUCTURAL 0 OF THE 2025 NY5 BG. WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. O r O 7r4. ANY AGGESSIBLE CONGEALED AREAS REQUIRING PROTECED T OPENINC75 OR NEW 2-HR FIRE RATED +- z C9 PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH 516NS OR WOOD FRAME (L.6. 5TL. NEW 2"xb" PLUMBING WALL 0 0 STENCILING IN THE CONGEALED SPACE PER SECTION'105.5 OF THE 2025 NYS BG. I WHEN APPLICABLE) >� a •� .-- 5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN O ACCORDANCE WITH SECTIONS-114 4 -115 OF THE 2025 NYS BG, RESPECTIVELY. 0 p 0 O 4- 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE "116.1(2) OF '?THE 2025 NY5 Bc. O m 4- +-J CV O ca Ll� T ALL FIRE WINDOWS SHALL COMPLY WITH TABLE 116.1(3) OF THE 2025 NY5 BG- O d (� I I 6. FIREBLOGKIN5 AND DRAFTSTOPPIN6 SHALL BE INSTALLEDIN AGCORDANGE WITH SECTION'1I6 OF THE 2025 NYS BC. FIRE:BLOOKIN6 AND DRAFTSTOPPIN6 IS REQUIRED IN I I I I I I I MIMO. E COMBUSTIBLE CONGEALED SPACES, BETWEEN HORIZONTAL/VERTICAL SPACES, AND WITHIN GEILIN6 4 FLOOR ASSEMBLIES EXCEEDING 1,000 S.F. r IIIIIII 11. PORTABLE FIRE � TH SECTION C106 OF THE 2025 I I NY5 BC. EXTIOU SHEiRS SHALL BEESIZED D IN LOCATED IN ROANCE 1COMPLIANCE WITH TABLE 9106.3(I) FOR ORDINARY HAZARD OCCUPANCY. F ME OF E6RESS 4 ACCESSIBILITY I © ® ® ® x I I ® Im 4--J I. � 20r25 PROVIDED AN W THE NYS BC,, AND SHALL BE MAIN R MAINTAINED IN ACCODCE w1THTHE NY5 FIRE CODE. ♦ I I BATH. 01 I U 2. DESIGN OCCUPANT LOADS USED TO DETERMINE MEANS OF EGRESS REQUIREMENTS :]JOPATHRO)OM O® RM`#2 OPEN COVERED #1 35 5.F n , D HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2025 N'Y5 BG. I PORE 5'7 5.1F. I �, I W 3. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY (OGGUPANCY SHALL HAVE THE I NE6ETABLE WASH ® I 4--J m OCCUPANT LOAD OF SUCH AREA POSTER NEAR THE MAIN EXT IN A CONSPICUOUS 4 PACK AREA) f HI_MANNER, AS PER SECTION 1004A OF T 2025 NY5 BG. I u ` I / OFFICE 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE A 5LIP-RE515TANT �► SURFACE AND BE SECURELY ATTACHED. I X 1� ` C.)tij 5. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF' THE BUILDING IN STORAGE / I- ACGORDANGE WITH SECTION 1026 OF THE 2025 NY5 50. ` I ® `G 05E I ® L. 0) 6. MEANS OF EORE55 DOORS SHALL COMPLY WITH 5EGTIONI 1010.1 OF 2025 NY5 BG. I ` I 24 S.F. T MEANS OF E&RE55 DOOR OPERATIONS AND DOOR HARDWARE SHALL BE COMPLIANT CIL WITH SECTION 10102 OF THE 2025 NY5 BC,. AGRICULTURAL PROCE551N6 AREA O 6. ILLUMINATION OF THE MEANS OF ESMMS,NOT TO BE LESS THAN I FOOTGANDLE (II LUX) 402 S.F. �� I Q AT THE wALKIN6 SURFACE,SHALL BE PROVIDED AT ALL TIMES THAT A ROOM OR SPACE A ® I OA IS OCCUPIED, IN ACCORDANCE WITH SECTION 1005 OF THE 2025 NYS Br,.q. THE POWER SUPPLY FOR MEANS OF E,SRESS ILLUMINATION?SHALL BE PROVIDED BY THE "Y PREMI5E5'ELEGTRIGAL SUPPLY,AS PER SECTION 10045 2.4 OF THE 2025 NY5 BG. IN THE EVENT OF POWER SUPPLY FAILURE,AN E!MER6ENCY ELEGTRIIGAL SYSTEM SHALL AUTOMATICALLY CTIONS 1006.5 10062.2, AND SHALILLUMINATE PROV DE6 OWER FOR ASS AREAS T LEAST q0 MIINUTESR 2025 NY5) 5C, EUSIN6 STORAGE ( ` BATTERIES,UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. I `` 10. EXIT AND EXIT AGGE55 DOORS SHALL E MARKED BY AWN APPROVED EXIT SIGN RD 1 OF OIIN IM AN EXIT O2 1015. EXIT 516N5 PROM BE PLACED 5UC THAT NO PO 0RRIDOR OR EXIT PASSAGEWAY 15 MORE THAN 100 FEET OR THE LISTED VIEWUN6 DISTANCE OF THE 516N, V .4,. Vr�/�ltitu �tuu �r•�/ i� v WHICHEVER 15 LESS. MEETING/ ` II. EXIT 516NS SHALL BE INTERNALLY OR.EXTERNALLY ILLUMINATED PER 2025 NY5 BG ® LECTURE ROOM ` SECTIONS 1015.5 OR 1015.6,RESPECTIVELY. ILLUMINATION SHALL BE PROVIDED AT ALL 456 S.F. TIMES AND EXIT SION5 SHALL BE CONNECTED TO AN EMER&ENGY POWER SYSTEM WHICH E PROVIDES CONTINUED ILLUMINATION OF 'NOT LESS THAN q0 MINUTES IN CASE OF PRIMARY Li 7 POWER LOSS,AS PER 2025 NY5 BG SECTION 1015.6.5. 12. A SIGN STATING "EXIT" IN VISUAL CHARACTERS, RAISED (CHARACTERS, AND BRAILLE AND OMPLYIN6 WITH ICC A11 1.1 SHALL 13E PROVIDED ADJA(CETIT TO EACH DOOR TO AN EXIT PA55A6EWAY AND AT THE EXIT DI!5C14ARSE, AS PER 21025 NYS BG SECTION 1013.4. 15. REQUIRED SIONASE OF ALL AGGESSIBLE AND INAC,GESSIIBLE AREAS MUST COMPLY I O WITH SECTION IOOq.q OF THE 2025 NY5 BG. MEANS OF EGRESS TABLE MAX. ROOM/ FUNCTION OF ROOM OGGiJPAN7 MAX TRAVEL MAX. LOAD AREA SPACE SIZE(5.FJ FACTOR OCCUPANT' DISTANCE ROUTE TRAVEL ` I I I o (IBC,TABLE 10043) (FACTOR LOAD ALLOT NM DISTANCE - (FT) -- -71 A6RIGULT. KITCHENS, I 1 \��/�/ I G� OPEN / ® t•' rs- •/ r- : >,, rr r: .r:.: rr ir: 26 PROCESS. GOMMERGIAL 406 200 5 '15 A 25-b , I I ` GOO EREL�1 ® I Z U ' AREA I . . I RCH dr ACCESSORY ----� O PLANtdi GCO� D OUIH �DTO N ° GOLD STORAGE AREAS, a b 500 4 '15 B 42'-5" O ROOM MECHANICAL F EQUIPMENT ROOM AGGESSORY IL MECH. STORAGE AREAS, 47a 500 2 ?5 G 52'-8' ROOM EQUIPMENT�M I TOTAL- a , ` GOLD ROOM ql'7 S.F. I OFFICE BUSINESS AREAS aI 150 1 ?5 D 50'-5' ' ` ® ` ® PROD ECT: MEETING/ EDUCATIONAL i i I LECTURE (CLASSROOM 456 20(NET 22 95 E 65=?" Roots AREA) DHC LAND, LLC` ` AGGESSORY MECH. ROOM LL J STORAGE STORAGE AREAS, 500 I 4'76 S.F. EC21 , CLOSET MECHANICAL '15 F bl-a EQUIPMENT ROOM AGGE550RY STORAGE STORAGE AREAS, 660 500 5 '15 6 64'-b' MECHANICAL 4180 NEW SUFFOLK AVE EQUIPMENT ROOM- L Eff �` MATTITUCK, NY 11952 TOTALi 27 ' -THE DISTANCES PRESENTED CORRESPOND TO SPACES WITH ONE EXIT OIR EXIT AGGE55 DOORWAY FOR , ` ` DRAWING TITLE: A TYPE "B" OCGUPANGY WITHOUT AN AUTOMATIC,SPRINKLER SYSTEM,IN AGGORDANGE w/2025 NYS BG TABLES 10062.1 t 10112. POLE BARN: COMPLIANCE STATEMENTi TO THE BEST O KNOWLED ROF GE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND - EGRESS FLOOR PLANS F MY SPEGIFIGATIONS ARE IN COMPLIANCE WITH THE 2025 NY5 BC U511NG CHAPTER 5 4 CHAPTER 10 STORAGE � � I I CALCULATED E6RE55 CAPACITY REOV(Im ' MAX. 100l9) MINIMIUM EGRESS PAGE: DESIGNED COMPONENT SIZE DESIGNATION COMPLIES? OCCUPANT EGRESS EGRESS GAP.P'ER PROVIDED LOAD FACAP. CAP.GTde REQ'D GORE (INS (IN) A-208mOO (IN) A-DOOR 1 02 02 52! 52 YES B-DOOR 1 0.2 02 52! 52 YES , z DATE: 07/06/26 15 OF 20 IIZJ G-DOOR 24 0.2 52! 56 YES B 4b I IF !11� (AGGE55 BLE)� 24 0.5 ?2 4$, 46 YES S F-DOOR 5 0.2 Oh 521 56 YES go 6-STAIRS L - - - - -I O - - --- - - - - - - - EL- - UL - - - - - - - - - - - - J - - - - - - - - - - - - - - - (AGGESSIBLE) 5 0.5 OA 45, 4& YES ... H-DOOR 5 0.2 0.6 521 56 YES J -DOOR 4 02 Ob 52' 46 YES I I I I I ( I 6 E -POWER ATED DOOR 2 02 0.4 52 I55 YES LEI 01 -PONER-OPERATED DOORS,A5 PER 2025 IBC, 1010.5.2,MUST BE MANUALLY OPERABLE IN THE EVENT OF A POWER FAILURE WITH NO MORE THAN 50 POUNDS OF FORGE.THE DOOR MUST BE CAPABLE OF OPENING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WIHICH THE DOOR 15 INSTALLED. I PLAN I BUILDING OWNER SHALL ENSURE DOOR MAINTAINS CO SSE COMPLIANCE wr THE REQUIREMENTS. -AGGESSIBLE STAIRWAY WIDTH PRESENTED 15 MJ°ASURED BETWEEN HANpRAILS FIRST FLOOR E V/�RESS PLA � � POLE BARN � O 5F-00ND FLOOREORE55 PLAN - FOLE BARN a SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" O a "ro"'OLE BARN a AGGE5515LE FLU�t I51 N EL.FMEN75 I$ FACILITIES DETAILS (FEE I GG Al 1-7. 1 CIHAFTERS 5 6) X X LU W Lij *UNITS OF MEASUREMENT OF T'HE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)'* J M [OR 5HEATHIN& Other fixtures not allowed within this area rn 36 mqx 35 n'ax SIDING MATERIAL r 42 max a 9t5 915 �-—_ -- -- -- --- 1070 Go8 24 rr�,n �° 2 0 n _ V BUILDING PAPER 4 HOUSE WRAP r 1 g ff10 TO FULLY OVERLAP FLA5HIN6 L z h r7 24 m,n EXTERIOR WALL O N Q --YI 610 ' GAP FOR a. '� d. I ! DRAINAGE 5/4"xb" COMPOSITE U N E' I ` ,, E " DEGKIN6 (U.O.N. ON FLAW O 0 � 1 o Seat height % u' 12 min `' ' E ry SeCion 609 3 n Z FLASFfIN6 SECTION/DETAILS) O Q ., m Q 430-485 Q t— �r C Np c � 60 min _. - FLASHING P.T. DECK J015T 1525nx A5 PER PLAN DRIP EDGE COUNTER FIG.604.3 FIG.604.4 torn (I) P.T. 2"x TO MATCH DEPTH OF FLASHING WATER CLOSET SEAT HEIGHT (a)Protruding Dispenser Below Grab Bar (b)Protruding Dispenser Above Grab Bar INTERSEGTIN6 JOISTS FASTENED w/(2) SIZE OF CLEARANCE FOR WATER CLOSET (c)Recessed Dispenser 5/6" 4) x 5" LONG HEAVY DUTY GAL. n , LAG BOLTS a 16" O.G. INTO MUD BILL d METAL GALV. JOIST HANGER W WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. (604.1) RIM BD.;WHEN o FOUND. WALL FASTEN BY 'SIMPSON' (OR EGUAL) • w/(2) 5/6"0 x 5" LONG APPROVED EA. JOIST MASONRY ANCHORS ® Ib" O.G. "Z" FLA5HIN6 35 min 39-ai 915 12 min 990-1040 305 4 to 4 8 perimeter 54 min E 24 mlin 100-120 a 12 max 1370 m * 61N rr� 1�l W 305 Y a2 min t 1/4-2 2 max 38 1065 32-51 51 C p� � tll� I Nth ■� Section 6094 0 ' rn to 4T m I LEDO ER 5D. DETAIL h 1V;min 1•'1-20C .O0 (a)Circular (b) (e) 38 i} SCALE: 5/4" = I'—O" U Noncircular FIG.609.2 FIG.609.3 FIG.606.3 • FIG.60FOR FIG.1604,5.2 SIZE OF GRAB BARS HEIGHT OF LAVATORIES AND SINKS SIDE WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARS REAR WALL GRAB BAR FOR WATER CLOSET P.T. D.J. A5 NOTED ON FLANS ^` GRAB BARS PLACEMENT GRAB BARS SPECIFICATIONS LAVATORY/SINK PLACEMENT W "xb" WIDE P.T. Q DECK BOARDS BATHROOM NALL ELOCX I NO PROVIDE 2x BLOGKIN& BETWEEN STRINGERS TO SUPPORT a min LANDING DECK BOARDS 12" MIN 12" MIN 205 I I 1 TOILET PAPER 1..........1 9 1 E 36" MAX I z3o I M z ,v`� �1t1-� 230 IL-------- --- ' �n I m N m N 25 max 17-25 m I m f „mn 635 6 50x 430-635 PROVIDE V-61" GUARDRAILS w/4" MAX. BETWEEN .I� 280 EV6E5 OF i-j SQUARE BALUSTERS (STYLE TO SELECT). N u.f (a) tb► Elevation Pan PROVIDE 5'-0" HIGH HANDRAILS AT STAIRS. 42" )MIN Elevation Plan r 12" MAX FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE I - OO - O O REINFORCED AREAS FOR INSTALLATION OF KNEE 4 TOE CLEARANCES (2) 1/2"m HOT DIPPED 6ALV. BOLTS m GRAB BARS AT WATER CLOSETS EA. POST w/OVERSIZED WASHERS d END NUT PRE-BORED INTO BEAM; SIMPSON 6ALV. HU26-2 IEN5URE BOLTS J" MIN. FROM POST EDGE HAN6ER5 FROM 5TRINOER5 (TYP. - ALL NOTCHED P0515) TO SUPPORTING D.J. �n - v D P.T. DROPPED BM. A5 NOTED ON PLANS AL 2 3 ?0`6 L DEGKIN5 SHALL BE FASTENED / ~ w/COATED DECKING 50REW5 BY s�u(NUL i0 AL W P tJTiINSOAR "DECK MATE" (OR EQUAL) 0 h P.T. STAIR STRINGERS AS NOTED ON PLANS U N " P.T. RISERS;SELECT OR RIP 2 MIN. BOARD HEIGHT AS REQ.D BY RISER HEIGHT P.T. D.J. AS NOTED ON PLANS Q j"xb" WIDE P.T. - " P.T. DECK BOARDS;SELECT "xb" WIDE P.T. DECK BOARDS 2 MIN. OR RIP BOARD WIDTHS AS PROVIDE 2"xb" P.T. DECK BOARDS REQ.'D BY TREAD DEPTH CRO55-BRACING BETWEEN POSTS PROJECT: PROVIDE; 2x BLOCKING BETWEEN SIMPSON 6ALV. HU2I0-2 D H C LAND L LC 5TRINISERS TO SUPF(ORT NOSING HAN&ER5 FROM STRINGER5 TO BLOCK BETWEEN LANDING DECK BOARDS (TYP) SUPPORTING BEAM BRACING MEMBERS "- Z7-:4vAS REQ.'D MIN. THROAT DEPTH; DO NOT OVERNOTCH 6"x6" F.T. POSTS w/NOTCHES AT 4180 NEW SUFFOLK AVE P.T. STAIR 5TRIN5ER5 SUPPORTED BEAMS. NOTCHES SHALL MATTITUCK NY 11952 1" MAX AS NOTED ON PLANS PROVIDE FULL BEARIN6 TO BEAMS, RISERS BUT SHALL NOT BE OVER-NOTCHED II" MIN. DRAWING TITLE: - IREA POLE BARN: `I PROVIDE 2x BLOGKIN& - DETAILS BETWEEN STRIN6ER5/D.J. - ACCESSIBLE PLUMBING DETAILS 1 � P P.T. DROPPED BM. AS - P.T. DROPPED 5EAM5 AS P.T..D.J. AS NOTED ON PLANS (2) 1/2"0 H.D.G. BOLTS / o NOTED ON PLANS NOTED ON PLANS w/NUTS 3 WASHERS 1 GROSS-MEMBER CONNECTINO TO HANGERS FROM STRINNGERS o SIMPSON 6ALV. HU2 POST 0 EA. SIDE (TYF) ° PAGE: � o TO SUPPORTING D.J. N P.T. POSTS w/NOTCHES AT SUPPORTED A=209mOO SUPPORTED BEAMS. NOTCHES SHALL PROVIDE FULL BEARING TO BEAMS, 411 THK. P. GONG. PAD; SIMPSON 6ALV. ABU66Z BUT SHALL NOT BE OVER-NOTCHED SIMPSON 6ALV. ABU66Z SIMPSON 6ALV. ABU66Z PAD WIDTH SHALL EQUAL); POST BASES (OR EQUAL); MATCH WIDTH OF STAIRS P.T. STAIR STRINGERS POST BASES (OR EQUAL); POST BASES (OR AS NOTED ON PLANS ENSURE 2" MIN. GONG. ENSURE 2" MIN. GONG. ENSURE 2" MIN. CONC. COVER ON ALL 51DES &RAVE COVER ON ALL SIDES 2 COVER ON ALL SIDES'' ° ° ••• ° J1II I1II•' • ',° • . IIII IIII , ° . II II 1 "•• lJIIlIII • •' °.• 'J1I III . • DATE: 07/06/ ' &RAVE ° 26° 16 OF 20 .4 • '11 12"0 "SONOTUBE" FILLED SOLID 4 p GONG. ^ �"� ANCHOR BOLT w/ I6" MIN. I �"� ANCHOR BOLT w/ II ,, ° ° (MIN00 PSI) II EMBEDMENT DEPTH (TYP) "� ANCHOR BOLT w/ II � 24" MIN IS" MIN. EMBE EMBEDMENT ° D P I< DEPTH (TYP) 2"xb" P.T. BLOCK BETWEEN EA. m • �' ° < '.. d A 4 I p ul z u 4 u, ° u u (2) #5 BENT REBAR lull X u , ° c' , STRINGER. FASTEN TO P. GONG. Z 1�4"� "SONOTIJBE" " 1 ° (CENTER BETWEEN ° III SQUARE FOOT SF-26 Z I4"0 "50NOTUBE" FAD w/ "x3-j" GONG. SCREWS a O FILLED 50LIM " • d, 14°� "SONOTUSE" PARALLEL REBAR IN FT6) II Ip '4 FORM CONCRETE ILLS 050LI& O FILLED SOLID a„'•.'•• >° F BY "GALIBURN" (OR EQJ - MIN. ° tl ° q, FILLED SOLID , ° '' •II II D D w/ 1L w/P. GONG. 4 ° il w/P. CONC. ° , (3) SCREWS PER BLOCK Q J ((MIN. 4p00 P51J • ' ' w/ P. GONG. (5) #5 HOR. REBAR I•.. ° P. GONG. (MIN. 4,000 J - g.. : < UPON (2) #5 HOR REBAR II II PSI); INSTALL PER Q g •° •° s"'^ •° °, ° (MIN. 4,000 PSI) °, m (MIN. 4p00 P51) 6" THK. P. GONG. WALL °• . a (5 TOTAL) COORDINATE MANU. SPECS. BENEATH P.T. STRINGERS • I U ° w/PLACEMENT OF BENT • A. REBAR ° / 1 I * �. #4 HOR. REBAR ® TOP BOTTOM OF WALL ° 'a, •4 °a• •g ° ° •° •4 tt) ° `'y ' 'g . 4" 44 2 EXTERIOR 5TA I R (0 C RADE) DETAIL EXTERIOR STAIR DETAIL A-20a.02 A-2oa.00 SCALE: 3/4 = I -O SCALE: 3/4" = P-O" FARMIHOUSE G;7ENERAL SNr �50L <E`i' : �- - - - - - - - - - - - - - - /__7 _ EXI5TIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT a_ �B .�' � _ ` '. / i WOOD FRAME (L.6. STL• Q BUILDING DATA - POLE BAIRN (� E�LANS BY OTHERS \ _ B1 PLANS BY o OTHERS LL � EXISTING TO REMAIN WHEN APPLICABLE) c) Lu OCCUPANCY CLASSIFICATION R-3 (SINGL.E-FAMILY DWELLING) NEW WOOD FRAME (L.6. NEW FOUNDATION WALL LIJ co STL. WHEN APPLICABLE) -J ('7 MIN. (2) 2"x4" STRUCTURAL +� CONSTRUCTION CLASSIFICATION V-B �-1 I ® Q _ N NEW I-HR FIRE RATED POST FOR 4" WALLS �i �� In FLOOR AREAS PER SOUTHOLD TOJNN CODE, SECTION 250-4: I I WOOD FRAME (L.C. 5TL. (MIN. (2) 2"xb" STRUCTURAL ., CONDITIONED GROSS WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. O O AREA AREA NEN 2-HR FIRE RATED �. O FIRST FLOOR AREA 836 S.F. 915 S.F. WOOD FRAME (L.6. 5TL. NEW 2"xb" PLUMBING WALL O N z 0 WHEN APPLICABLE) a- SECOND SECOND FLOOR AREA 664 S.F. '7I6 S.F. X N AREA TOTALS 1,500 S.F. 1,651 S.F. O m +, FLOOR PLAN NOTES O O o ''-' 33'-2" SMOKE DETECTOR / GO DETECTOR NOTES: A/C CONDENSERS: c N O Ca BOILER VENT DRYER VENT O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O I. PROVIDE NEW 2-TON (5ERVIN6 ZONE 1) 4 1.5-TON Q 0 a. O (4' MIN. BELOW (3' MIN. BELOW - - - - - - - - - - - - - - - -_- - -_-_- - -_- - - - - - - -_- - - - MAIN BUILDING REGUIREMENTS - FARMHOUSE WINDOWS) WINDOWS) _ :.y - .T - - �.. •. HARD WIRED O EACH OTSMOKE /CARBON HER w/BATTERY NBACKUP.OR APPROVED EQUA) A/G CONDENSERS BY "RHEEM OR (12" MIN. ABOVE " (12 MIN. ABOVE I f° - x x " 2.5MOKE /CO DETECTORS TO MAINTAIN V MIN. 2.SEE THERMOSTAT FOR ZONE DESI6NATION). SOUTHOLD TOWN GODS 2aO ATTACHMENT 5 GRADE) 4 3 GRADE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 3.INSTALL A5 PER MANUFACTURER SPECS. e 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE &ROUND nl 31-6 W J �•, I! LINES OF EXTERIOR I• 3.PROVIDE SMOKE /CO DETECTORS AS INDICATED,AND SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING 51DIN6 4 INTERIOR I PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF CRITERIA REQUIRED PROPOSED COMPLIES _ _ fd '. WALL FINISH (ABOVE) I _ _ _ _ 4.INSTALL ALL AS PER MANU. SPEG.'s CONDENSER. �r I 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 • MIN. FRONT YARD , , - - - - - - - - - - - - IN COMPLIANCE WITH 2O25 NY5 BC a15 4 LOCAL CODE APPLIANCE, AND AT LEAST 3' FROM WINDOW5/DOOR5 (PRIMARY) 60.0 3��4.5 YES I PROP. WATER WHENEVER POSSIBLE. ii SUPPLY LINE SEPTIC SYSTEM HOUSE CONNECTION: MIN. FRONT YARD 71 � � I O 1. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION Oq ELECTRICAL PANEL. (SECONDARY) �O.O 66�2.8 YES ,i 1 7 I I '1 ,� I p I 2. SEE SGDHS APPROVED PLANS UNDER REFERENCE NO. - 200 AMP ELECTRICAL PANEL LOCATION r , _--- DATED 00/00/00. - ALL INSTALLATION AS PER NY5 ELECTRICAL CODE v • MIN. SIDE YARD 20.0 62.5 YES �'--- `' i ' i I BASEMENT I 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2-011 MIN. COMBINED SIDE , , (UNCONDITIONED 4 1 i .'� i MINIMUM FROM BUILDING FOUNDATION WALL. INTERIOR UTILITY CHASE W J 10 PROVIDE UTILITY CHASE IN INDICATED LOCATION FOR (D YARDS 45.0 14,4.4 YES O I • _ _ 3 FREEZE PROOF HO5E BIB: PIPING RISERS 4 DUCTWORK. �' 9 5M/GO O - FASTEN TO FOUND. WALL w/MASONRY ANCHORS N � O� f I ( INTERIOR PLUMBING WALL: ■ MAX. HE16HT .35.0' 26.5' YES F• - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER II FRAME INTERIOR PLUMBING WALL w/2"xb" STUDS O 16" O•G. I � _ _ _ _ _ I _ _ _ _ _ :o I I N LAUNDRY AREA: SHALL FAN _ � --�- ' I DROPPED BM. PER STRUCTURAL 6 I DROPPED* BM• PER STRUCTURAL �6 I I N O 1. NEN E HOOK UPS AS KASH /DRY HOOK LIP PER MANU. 12 NVENT A EH ONTIS NOT MET BY MEANS O BE INSTALLED I; PANS BY OTHERS PLANS BY OTHERS CIRCULATION THROUGH WINDOWS OR DOORS TO ' - J - - J I DRYER EXHAUST NOTE: OUTDOOR SPACES A5 PER NYS MECH. CODE SECTION I6'-I" _ II• I. DUCT SHALL TERMINATE TO EXTERIOR 4055 2.3; INSTALL AS PER MANU. SPE05 L - - - - - - - - - - - - - - - T Ye I 2 ODUCT PEN1 SHALL TERMINATE MIN. 3'-O" FROM ANY 13 THERMOSTAT: /� " Yf - ° - I. PROVIDE THERMOSTAT FOR 2 ZONES: `1 3.DUCT SIZE AS PER MANU. - ZONE I: FIRST FLOOR 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - ZONE 2 SECOND FLOOR n� I 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. OWNER TO SELECT MODEL; INSTALL AS PER AM W PROP. BURIED 1 - I' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO MANUFACTURER SPEC.'S um LIQUID FUEL LINE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LEN6TH5,NOT TO NEW PLUMBING FIXTURES: FLUSH BM. PER m EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 14 ALL NW PLUMBING FIXTURES To COMPLY WITH PG 405. m / STRUCTURAL PLANS I 'I IN ACCORDANCE WITH UL 2158A. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. BY OTHERS_ d• 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D WOOD STOVE: UF' METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 15 I. PROVIDE WOOD-BURNING STOVE PER OWNER SELECTION 2 • `p RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - - }- _ _ _ _ _ _ _ _ _ _ _ _ - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2• CONNECT AS PER MANUFACTURER SPECS. - - - - - - - - - - - - SCREwS 3. PROVIDE ALL NECESSARY VENTING THROUGH - - _, T -, 7^; _ _ `•_. .'.� 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXTERIOR CHASE - - - - - - - - - - - - - - - - - - - - - - LOCATION TO THE WALL OR ROOF TERMINATION. THE FLUE EXTERIOR CHASE. - - - - - - - - - MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 V FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 40° I6 I. PROVIDE ZERO-GLEARANGE FLUE ATTACHED EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTT ALL AS BE E D. T EAX. LE THE EN ON DUCT.N&TH HAUST DUCT DOES PER MANU. 5PEC.'s - PROVIDE NW WD. PR.ENCLOSURE w/ NOTI I 1/2" GDX PLYWOOD 4 SIDING AS NOTED - "CHASE I MECH. AREA: 5ECURIN6® STD. 51ME WALL" ON PAGE 6-004. O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s 2•PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL EQUAL) AT ALL PENTRATIONS AT I ( UNITS AS PER NYS MG 506.1 FLOORS/WALLS/0EILIN65;PRODUCT CONFORMS TO ASTM 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES E 614,ASTM E b4, AND UL 14701. REQUIRED PER NY5 MG 604. 3.VENT SHALL EXTEND MIN. V-O" VERTICALLY ABOVE THE 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY EQUIPMENT TO EXIST. PIPING AS REQ.'D. ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED I}� I A G HORIZONTALLY,AS PER NY5 RG 6242'f.5.3 FOUNDATION PLAN '� FARMH0U5F_ TYPICAL MECHANICAL AREA NOTES: NEW GUTTER I. FOR WD. FR. FLOOR -PROVIDE 1/2" GONG. BD. BY 17 SEE SPECIFICATIONS AT ELEVATION NOTES "DUROCK" (OR EQUAL) 5GALE: 1/4" = I'-a" 2. FOR AD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" 18 NEW 4"x3" ALUM. DOWNSPOUT (TYP.): TYPE "X" 6YP. BD. UL U505 (OMIT ON GONc, WALLS) VERIFY REQ.'D DOWNSPOUT SIZE w/ROOFING CONTRACTOR 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. SPEC.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE 14 CUTTER HIGH POINT (TYP) 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MECH. AND FUEL OAS CODE ©p EJECTOR PUMP: 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE - PROVIDE BASEMENT EJECTOR PUMP TO CONNECT FRESH AIR INTAKE FROM EXTERIOR WASTEWATER FROM BASEMENT-LEVEL FIXTURES TO MAIN 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL HOUSE DRAIN LINE. EMEROENGY SHUT OFF 5WITGH - SIZE EJECTOR PUMP PIPING PER MANU. SPECS; INSTALL -1. FOR OAS SERVICE,PROVIDE 6AS SHUT OFF 5WITGH ALL PER MANU SPEC.'S. o DD b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER - COORDINATE EJECTOR PUMP SELECTION w/PROPOSED CLEARANCES AS PER CODE SANITARY SYSTEM;ENSURE COMPATIBILITY w/SANITARY 0 9. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT 4 5Y5TEM DE516NER/IN5TALLER. Z JUL 2 B 2026 CONNECT TO SANITARY SYSTEM AS PER NYS w PLUMBING G CODE BUILDIN DESIG P N BY OTHERS. 2 THOU TOW IO.APPLIANCES JOINED THROUGH A COMMON NATURAL SEE STAMPED PLANS BY OTHERS("PECKAM RESIDENCE" BY 0 NNING BOAR O DRAFT VENTING 5Y5TEM SHALL COMPLY WITH ALL TIMBERCAD DESIGN,LLC) FOR ALL STRUCTURAL PLANS, 0 SECTIONS OF 2020 NYS RC 6242-1. DETAILS, 6ENRAL NOTES, WINDOW 4 DOOR SCHEDULES, DOWN DECK O COMBINATION BOILER AND DIMENSIONS RELATED TO FRAMIN6 4 CONCRETE WORK NEW NAVIEN NOB-240/II0H CONDENSING LIQUID PROPANE WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). I. VENT THROU6H WALL. 2. F.A.I. THROUGH WALL. Q 3. DRAIN CONDENSATE VIA TUBING TO NEARBY WASHER p DRAIN LINE. 4. INSTALL PER MANU. SPEC.'S. HYDRONIC AIR HANDLER: PROJECT: O I. PROVIDE (2) NW HYDRONIG AIR HANDLER(S) BY "RHEEM" OR APPROVED EQUAL. FREEZE-PROOF 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES D H C LAND, L LC OUTDOOR i T LOORS 4 S. SHOWER HEAD F- 15'-6" < 3• ELECTRTALL GAL A5 REQUIRED FORER TO PROVIDEI NC MOUNTING�4 ND INSTALLATION ® DW II �f -O' I I I I 4 HAN SHALL BE SELECTED PERDLER REQ 15REIMENTS OF�c 4 HEATING SYSTEM SEE 14 N ( THERMOSTAT FOR ZONE DE516NATION). 6,-0 o o V - � 5. PROVIDE HOT HATER HATER/BOILER COMBOOIL AND TO N A COIL. NEW HOT 4180 NEW SUFFOLK AVE L O 14 4 40 � ,®� _ II •- III III III III II II - II II II IIII _ IIII II = _ III IIII MAT TITU CK, NY 11952 KITCHEN 12 SM/GO BATHROOM # DRAWING TITLE:I 3,-1�2„ ROOM FARMHOUSE: - BUILDING DATA MUDROOM - FLOOR PLANS U- - ENERGY TABLEINLAIN ENrTTON REOUIREMEEN7S I:j - FT - - -0 10 " PROPOSED DESIGN CODE PRE50R1 PTI VE VALUE PAGE: OOMPONENT VALUE G I TATI ON (PER 2020 NY5E000) OOMPL I E5 A-301m00 15'-5y2" I I I I I I I � I I I DINING O 6 VERTICAL FENESTRATION U-VALUE = 0.25 MAX. U-VALUE = 0.21 i I I - - - _ I U-VALUE 4 AIR LEAKAGE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES COVERED x PER R402.5.3 4 TABLE R402.1.2 - CLIMATE ZONE 4 PORCH o I I I IITI I i CEILING R-VALUE DATE: 07/06/26 17 OF 20 (INSULATION ENTIRELY R-50 RIGID CONTINUOUS INSULATION MIN. R-VALUE = 30 (CONTINUOUS) YES UP I I ABOVE ROOF DECK) 6.25 THK. EPS SIP PANELS PER TABLE R402.I.3 - CLIMATE ZONE 4 �==LL I I6'-I" MIN. R-VALUE = 30 (CAVITY), OR - - - - - - - 7 - - " :: EXTERIOR (2 xb ) WOOD R-23 CONTINUOUS INSULATION 20 (CAVITY) + IO (CONTINUOUS), OR 13 (CAVITY) + 20 (CONTINUOUS), OR YES FRAME WALL R-VALUE 4.5 THK. PIP, SIP PANELS 20 (CONTINUOUS) r. . PER TABLE R402.I.3 - CLIMATE ZONE 4 ` MIN R-VALUE = 30 (CAVITY), OR Ict (CAVITY) + -1•5 (CONTINUOUS), OR 4 FLOOR R-VALUE R-30 GATT INSULATION 20 (CONTINUOUS) YES �` 6 PER TABLE R402.1.3 - CLIMATE ZONE 4 V, HOT WATER PIPE MIN R-VALUE = 3 INSULATION R-3 PIPE INSULATION PER R403.4 4 R403.5 YES FIRST FLOOR PLAN FARMHOUSE TO STATEMENT: 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 U51N6 CHAPTER 4 [RE]. ["�mA R M 1 0 SE C ENERAL 5YM50L iGEY : - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT p„ 4" FRESH AIR VENT WON APPLI A(L E)STL. Q THROUC7H ROOF EXISTING TO REMAIN 0 NEW WOOD FRAME (L.6. NEw FOUNDATION WALL W CI3 J n U 5TL. WHEN APPLICABLE) (h I PROVIDE "ABESGO FP200 FR MIN. (2) 2"x4" STRUCTURAL Q +_� (v BATHROOM 2_ EXPANDING FOAM" (OR EQUAL) NEW I-HR FIRE RATED ® POST FOR 4" WALLS ul) AT ALL PENETRATIONS IN FIRE ``i i i O 2 _ RATED WALL5 AND WOOD FRAME (L.0. 5TL. (MIN. (2) 2"xb" STRUCTURAL FLOORS/CEILIN05. PRODUCT WHEN APPLICABLE) P05T FOR 6" WALLS), U.O.N. O O 2" 12" 12" CONFORMS TO ASTM E 514, NATURAL LIGHT & NATURAL LIGHT t - 3 � I I I ASTM E 64, AND UL 147a VENTILATION VENTILATION NEW 2-HR FIRE RATED L } i 1 FLOOR FLOOR WOOD FRAME (L.6. 5TL. NEW 2"x6" PLUMBING WALL 0 N z O AREA 236 S.F. AREA 204 S.F. WHEN APPLICABLE) a. '� 0 d. � x (V S.F. REQ. S.F. PROV. H S.F. REQ. S.F. PR �OV. U 2" 3' G O �Qb 16.q S.F. 22.q S.F. dab 16Z S.F. 25.0 S.F. FLOOR PLAN NOTES s 0O m t C4 a-J YEil7 q.4 S.F. q.b S.F. VENT 62 S.F. 15A S.F. SMOKE DETECTOR / GO DETECTOR NOTES: A/C CONDENSERS: CV � co KITCHEN BATHROOM REQ'D Q REQD O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O I. PROVIDE NEW 2-TON (SERVING ZONE I) d 1.5-TON Q 0 d ALL PLUMBING WORK SMOKE /CARBON MONOXIDE COMBINATION DETECTOR (SERVING ZONE 2) A/C CONDENSERS BY "RHEEM" OR " _ 2:: SHALL CONFORM TO HARD WIRED TO EACH OTHER w/BATTERY BACKUP. APPROVED EQUAL. r _ _ LOCAL PLUMBING ODE - x - N - - 2.5MOKE /O DETECTORS To MAINTAIN V MIN. 2.SEE THERMOSTAT FOR ZONE DE516NATIOhU. 1 __T- 1 --" IT 7 x 12 ] " " � �77 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUGTs 3. INSTALL AS PER MANUFACTURER SPECS. 1211 2 12" 12° 12" x d OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 4.INSTALL UPON LEVEL GROUND d PROVIDE GROUND MIDE SMOKE / CO DETECTORS AS /� H 1 3" I I I I IX O71 ® I I I I 3 RV&ENERAL ELECTRICAL NOTES ON PAGE 6-002.� SUFFICIENT SURFACE TO AGGOMMODATENC. PAD OR E6Ro55 WEI6HT�OF G W 5 I I aC II 5. M4. TOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5.ALL ALL AS PER MANU. 5MC.�s CONDENSER. LOCATE CONDENSER 10' MIN. FROM ANY (SAS 1 I II II I 114 II II IN COMPLIANCE WITH 2O25 NYS BG ql5 d LOCAL GODS APPLIANCE,AND AT LEAST 3' FROM WINDOWS/DOORS " O WHENEVER POSSIBLE. 1�-� I I I I N) - I I O SEPTIC SYSTEM HOUSE CONNECTION: DIN 1 TUB 1 z O 14 z z O 1. LOCATION OF SEPTIC SYSTEM BUILDING CONNECTION 0 ELECTRICAL PANEL: '�J G.O. 2:: 3 : G.O. PROVIDE I w I I I I • I I I b=! 2. SEE 5CDH5 APPROVED PLANS UNDER REFERENCE NO. - 200 AMP ELECTRICAL PANEL LOCATION r , AIR INTAKE V V _-_- DATED 00/00/00. - ALL INSTALLATION AS PER NY5 ELECTRICAL ODE 0 • ,k=2'-6" 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-O" G.O. PROVIDE GLEAN I I �EDROOM #II I EDROOM #2 MINIMUM FROM BUIL.DIN6 FOUNDATION WALL. 10 INTERIOR UTILITY CHASE 411 _ 236 S.F. A 00� # cv 204 S.F. 10 AUNDR'f AREA G.O G•� AS REQ'D PROVIDE UTILITY CHASE IN INDICATED LOCATION FOR � FREEZE PROOF HOSE BIB: PIPING RISERS d DUCTWORK. - FASTEN TO FOUND. WALL w/MASONRY ANCHORS 4-1 er r OO O - PREGI5E LOCATION T.B.D. IN FIELD - CONSULT w/OWNER11 II �MEORTEPLUMBINORIOR IN 6LWALL w/2"xb" STUDS m 16" O.G. •MEGH 12'-I"- _ _ ?'-1"' 12'-�" ~ $ 4" MAIN TO SEPTIC - . - - . - - . _ _ _ _ - _ _ LAUNDRY AREA: _c "+ `f I. NEW WASH/ DRY HOOK UP NEW EXHAUST FAN SHALL BE INSTALLED WHERE HOUSE SYSTEM I6'-I° T7 -7 Ib O 2.PROVIDE HOOK UPS AS REQS PER MANU. 12 VENTILATION 15 NOT MET BY MEANS OF NATURAL G DRAIN 4" 1 13 CIRCULATION THROUGH WINDOWS OR DOORS TO U I M/O I I I DRYER EXHAUST NOTE: 405 OUTDOOR,2.5; INSTALL A5 PPER MANU. SPECS DE SECTION ER MYS MECH. EJECTOR al I 1. DUCT SHALL TERMINATE TO EXTERIOR PUMP -CONDENSATE MECH. UNIT I Z O To 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY THERMOSTAT _ 2 WASHM DRAINLINE L NE I I ( I I I z I OPENINGS i3 1. PROVIDE THERMOSTAT FOR 2 ZONES: 7KA5Hr::R iu • • w 3.DUCT SIZE AS PER MANU. - ZONE I: FIRST FLOOR U I SM/O SM/GO �j V 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - ZONE 2 SECOND FLOOR 5. TRANSITION DUCTS SHALL NOT BE CONCEALED 2. OWNER TO EEG CONFIRM EJECTOR PUMP PIPE 5lIZIN6 w/ AL D WITHIN SELECT T MODEL; INSTALL AS PER MANU. 5PEC.S;ENSURE PIPING E(VUIPPED CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO MANUFACTURER SPEC.S w/BACK-FL.OW PREVENTION CHECK I I I I I I I CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q NEW PLUMBING FIXTURES: VALVE. INSTALL ALL PER MANU. 5PEC.S SHALL BE LIMITED TO 51N6LE LEN6TH5,NOT TO NXCEED 5 AGGORDANG WITH AND UL 2 5gq LISTED AND LABELED 14 LY Pq1TH PC 405. SEE ALSO FLUUMMIBIINNS GENERAL NOTE FIXTURES TO S ON PA6E 6-002. FLUME3 I NC RISER - DRAIN / NA5TE/ VENT " b.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RI61D METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 15 WOOD STOVE: SCALE: NTS CLOSET CLOSET RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 1. PROVIDE WOOD-BURNING STOVE PER OWNER SELECTION - - Li I I - - - - - - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2. CONNECT A5 PER MANUFACTURER SPECS. _ _ 5GREW5 3. PROVIDE ALL NECESSARY VENTING THROUGH NOTE: x X 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXTERIOR CHASE ALL PLUMBING WORK LOCATION TO THE WALL OR ROOF TERMINATION. THE SHALL CONFORM TO MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FLUE EXTERIOR CHASE: LOCAL PLUMBING ODE FEET FOR EACH 45" BEND AND 5 FEET FOR EACH CIO*" I6 I. PROVIDE ZERO-CLEAR FLUE ATTACHED TO BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR WALL NL# 105 O OR UL# 103 HT) - INSTT ALL NOT INCLUDE THE TRANSITION DUCT PER MANU. 5PEG.'s - PROVIDE NEW HD. FR. ENCLOSURE w/ . p� ECEND 1/2" CDX PLYWOOD d SIDING A5 NOTED - "CHASE I M 5 MECH. AREA: 5EGURIN6 ® 5TD. 51DE WALL" ON PAGE 6-004. BATHROOM #2 H07 WATER I _ I-------� O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEC.'s 2•PROVIDE "ABE5G0 FF200 FR EXPANDING FOAM" (OR SUPPLY " " EQUAL) AT ALL PENTRATIONS AT 1 '� 2.MAINTAIN 30 x30 CLEARANCE IN FRONT OF MECHANICAL U I I Q4 ; UNITS A5 PER NY5 MG 506.1 FLOORS/WALLS/GEILIN65;PRODUCT CONFORMS TO ASTM 1 V OLD WATER 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES E 614, ASTM E 64,AND UL 14"I11. i X I V =1 3 W.G. SUPPLY REQUIRED PER NY5 MG 504. 3.VENT SHALL EXTEND MIN. 3'-0" VERTICALLY ABOVE THE j' 1 IU m PROVIDE "ABE500 FF200 FR 4.IF APPLICABLE, DISCONNECT,REROUTE, d RECONNECT POINT OF ROOF PENETRATION d MIN. 2'-0" VERTICALLY 1 �I TU'1B EXPANDING FOAM" (OR EQUAL) EQUIPMENT TO EXIST. PIPING AS REQ. . ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED b HORIZONTALLY,AS PER NY5 RG 6242'15.3 AT ALL PENETRATIONS IN FIRE }� A I G F--'L RATED WALLS AND SGONl7LOOi� �Ll'�I`l - izMOUS TYPICAL MECHANICAL AREA NOTES: . _,._.�.._..J.._.._.._.._.._..J � 17 NEW GUTTER FLOORS/GEILIN65. PRODUCT I. FOR WD. FR. FLOOR -PROVIDE 1/2 GONG. BD. BY SEE SPECIFICATIONS AT ELEVATION NOTES KITCHEN I BATHROOM #1 CONFORMS TO A5TM E 614, "DUROCK" (OR EQUAL) I ASTM E 64, AND UL 141q SCALE: 1/4" = 1'-0" 2. FOR PC. FR. WALLS - PROVIDE (1) LAYER OF 5/6" 16 NEW 4"x3" ALUM. DOWNSPOUT (TYP.): I TYPE "X" GYP. BD. UL U505 (OMIT ON CONC. WALLS) VERIFY REQ.'D DOWNSPOUT SIZE w/ROOFING CONTRACTOR w j I NEW FREEZE-PROOF 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 1 p� OUTDOOR SHOWER HEAD SPEG.'s AND AS PER NY5 MECH. AND FUEL 6AS CODE Iq CUTTER HIGH POINT (TYP) I 1 I w/VACUUM BREAK 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT I I I IT CONFORMS TO NY5 MEGH. AND FUEL 6AS CODE ©O EJECTOR PUMP: 1 I I Q I INTERIOR SHUT-OFF 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE - PROVIDE BASEMENT EJEGTR PUMP TO CONNECT j C�5 I I I I Q4 3 FRESH AIR INTAKE FROM EXTERIOR WASTEWATER FROM BASEMENT-LEVEL FIXTURES TO MAIN ►� I 3 I Ip� V j FOR HOSE 5I5(5) d 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL HOUSE DRAIN LINE. OUTDOOR SHOWERS EMERGENCY SHUT OFF 5WITGH - 5IZE EJECTOR PUMP PIPING PER MANU. SPECS; IN57ALL I V ALL PER MANU SPEG.S. 'f. FOR SAS SERVICE,PROVIDE 6AS SHUT OFF 5WITGH NEW FREEZE-PROOF HOSE 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER - COORDINATE EJECTOR PUMP SELECTION w/PROP05ED - ____L______ __'1 ___ __ BIB(5) w/VACUUM BREAK; CLEARANCES AS PER GORE SANITARY DE516NER/INSTALL RATIBILITY w/SANITARY -" - - J.. FASTENED w/PIPE q. PROVIDE 3 FLOR DRAIN IF REQ'D BY EQUIPMENT d z J L 2 3 20 .6 L"-"-"-"-"-"-' CONNECT TO SANITARY SYSTEM AS PER NY5 _. _r_.._.. r-.._.. _ FASTENERS (PRECISE W PLUMBING CODE S UTHOLD TOW 3 III I LOGATION(5) T.15.D. IN FIELD BUILDING DESIGN BY OTHERS: $I Iv 11 IO.APPLIANGE5 JOINED THROUGH A COMMON NATURAL 0 P NNIN BOAR - CONSULT w/OWNER) SEE STAMPED PLANS BY OTHERS ("PEGKAM RESIDENCE" BY O U RCAD DESIGN,LLC) FOR ALL STRUCTURAL PLANS, DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL GENERAL NOTES, WINDOW d DOOR SCHEDULES, SECTIONS OF 202o NY5 RG 62427. TIMBE LAUNDRY AREA TO HATER DETAILS,AND DIMENSIONS RELATED TO FRAMING d CONCRETE WORK # MECH. AREA _ I" j MAIN o STREET O COMBINATION BOILER _ iv ll ._� CONVINr7 _..- WALL-HJN6 COMBIINA IION BOILER (OR ALPPROVEQUAL). II 1 1. VENT THROUGH WALL. W 2. F.A.I. THROUGH WALL. E- II 3. DRAIN CONDENSATE VIA TUBING TO NEARBY WASHER p IA © LINE OF EXTERIOR DRAIN LINE. IS I"1 Iq 51DIN6 (BELOW) 18 4. INSTALL PER MANU. SPEC.'S. Iq HYDRONIG AIR HANDLER: PROJECT: O 1. PROVIDE (2) NEW SU��'LY HYDRONIG AIR HANDLER(5) BY "RHEEID OR APPROVED EQUAL. D H C LAND, L LC �LUM�11�C izlS��Z 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES - - - - - - - - - - - - - - - - - - - -- - - - - - I6 n Iq � r FLOORS a s. 3.INSTALLER TO PROVIDE 15LOCKIN6,PIPIN6,AND ELECTRICAL AS REQUIRED FOR MOUNTING d SCALE: NITS I INSTALLATION 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PER REQUIREMENTS OF A/G d HEATIN6 SYSTEM(SEE F THERMOSTAT FOR ZONE DESIGNATION). 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATERMOILER COMBO TO NEW COIL. 4180 NEW SUFFOLK AVE MATT ITUCK, NY 11952 IL ALL d I n I O FUEL 6A5 WORK SHAJLL LOCAL CONFORM i DRAWING TITLE: TO PL.UMIBIN6 CODE d I FARMHOUSE. FUEL 6AS I RIDGE EL. - tIS.-v ABOVE SURROUNDING GRADE I - FLOOR PLANS I - RISER DIAGRAMS PIPIIN6 PENETRATIONS: I I I. PROVIDE "ABESGO FF200 FR 07. RIDGE EL. = t26.5' ABOVE' SURROUNDING GRADE ITGHEI� EXPANDIN& FOAM" (OR EaUAQ X.,TT ALL PENETRATIONS AT WALLS I I I Ib AIND FLOOR5/GEILIN65. 2.PIRODUCT CONFORMS TO ASTM E I I PAGE: f44,ASTM E 64, AND UL 14'1q " I L - - - - - - - - - - - - - - - -I A=302mOO RANGE m I DATE: 07/06/26 18 OF 20 m PIROPOSED BURIED 71 r7II PROPANE FUEL TANK L J VERIFY SIZES OAS SUPPLY w/MANU. :t SPEC.'S m I 16 17 Iq L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - e. MEGH. AREA m CAS RISER - SIJ ' 'LY ROOF PLAN - FARMHOUSE SCALE: NITS SCALE: 1/4" = 1'-0" AGRICULTURAL 0ENERAL _ EXISTING TO BE DEMOLISHED NEW a PARTIAL HE16HT PRODUCTION BUILDING 46'- ° ! WHEN APPLICABLE)'STL. Q n � EXISTING TO REMAIN 0 BUILDING DATA - AGR I GU LTURAL PRODUIGTI ON BUILDING g NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J wco STL. WHEN APPLICABLE) (y) OCCUPANCY CLASSIFICATION U (A6RIOULTURAL BUILDING) - © MIN. (2) ZX4" STRUCTURAL Q +, CV --- -__-_ _ =s=:��_ .----------- --- :- --_-__-__- _-- =r=-_ _-_.-_---_ -.--_-__-__-__-_-- -_-_-_--_--=t.==•=- ----- ._�---.--4==------ NEW i-HR FIRE RATED P05T FOR 4" WALLS WOOD FRAME (MIN. (2) 2"xb" STRUCTURAL O CONSTRUCTION CLASSIFICATION Y-B I �^ �~ t I (L.C6. STL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - vl t { I WHEN APPLICABLE) POST FOR 6" ), 0 p WALLS U.O.N. FLOOR AREAS PER SOUTHOLD TOINN CODE, SECTION 280-4: ;! LINE OF INTERIORI � }• DNEW 2-HR FIRE RATED 4-J I � . FADE OF FRAMING 2� •1�. (L,6. �. Z a MEMBERS (ABOVE) SLAB *- CONDITIONED GROSS -FACE WOOD FRAME 5TL. r�r NEW 2"x6" PLUMBING WALL AREA AREA EL. "� I WHEN APPLICABLE) a. '� U) O 25."I TO 24.0 FIRST FLOOR AREA 1,451 S.F. 1,51a S.F. I `t LINE OF EXTERIOR (w/DRAIN PITCH) ;; I `� X U N FACE OF FRAMING FLOOR PLAN NOTES O O o }' c4 AREA TOTALS 1,451 S.F. 1,51Q S.F. O I MEMBERS (ABOVE) p - p m , N w Lu N TRENCH FLOOR DRAINS 4 PIPING PORTABLE FIRE EXTINGUISHER: � N C>3 U0- vw - OI 6 c p O z O z p 41 INSTALL TRENCH FLOOR DRAINS w/ORATES TO COLLECT O I. PROVIDE (1) PORTABLE 2A:IOB:C FIRE EXTINW15HER Q d O..I O J 6REYWATER FROM WET-USE AREAS. o ACCESSORY STRUCTURE REQUIREMENTS - AG. PRODUCTION BLDG. 0 0 u, (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN r I. DRAINS SHALL MEET AASHTO M506 LOAD CLA55 'D' COMPLIANCE w/2025 NYS BG 906. N[A IN M I:. REQ.S' d 2 9 4 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS 50UTHOLD TOWN CODE 280-15 11 +?0) *Ho b• I 2.CONNECT DRAINS TO NEAREST STORMWATER DRYWELL LOCATION THAT 15 READILY ACCE55IBLE AND is N N 5.PIPING FROM DRAINS LOCATED BELOW GONG. SLABS AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL ^` SHALL BE DUCTILE IRON PIPE,OR CAST IRON WITHIN NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. W CRITERIA REQUIRED PROPOSED COMPLIES 2'-0" OF FOUNDATION, WALLS,w/J:12 MIN. SLOPE. 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED r j • I 4.TRENCH DRAINS 4 PIPING SHALL BE SUFFICIENTLY SIZED HAN6ER5 4 BRACKETS OR WITHIN CABINET USED TO n. as TO ALLOW 1,000 6ALLON/MINUTE PEAK FLOW HOUSE PORTABLE FIRE DMN605HER5. GA5INET5 MAX. HEIGHT 22.0' Iq,.a' YES 5.INCREASE GONG, SLAB THICKNESSES AS REQ.b TO SHALL NOT BE LOOKED. PROVIDE 4:12 SLOPES TO TRENCH DRAINS. 4. LOCATE BOTTOM OF EXTINSU15HER AT LEAST 4" ABOVE MIN. SIDE OR REAR YARD 20.0' 20°C1.3' YES 6.PROVIDE ADDITIONAL SOLIDS CATCHMENT SYSTEM(5) FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' (SCREENS/ORATES/BASINS) TO ALLOW DIVERSION OF ABOVE FLOOR. FOR EXTIN6U15HERS WITH GROSS I:I2 ORGANIC WASTE AS SPECIFIED BY OWNER. WE16HT EXCEEDING 40 LES, LOCATE 50 THAT TOP OF r , MAX. SQUARE FOOTAGE �� 2,372 S.F. 1,546i S.F. YES t 12 GONG. ±J:12 GONG. t4:12 GONG. t�:12 GONG. �1� T. INSTALL ALL PER MANU.SPEG.'5 EXTINOU15HER 15 NO MORE THAN 5'-6" ABOVE FLOOR, v • i SLAB SLOPE SLAB SLOPE SLAB SLOPE - SIDE 4 REAR YARD 5ETBACK REQUIREMENTS FOR A 60,000--Iq,4gq 5F`.LOT 51ZE PRESENTED,A5 Q (1 I t+l - SLAB SLOPE _ - - - - - REINFORCED P. GONG. SLAB O OTTER n , T - - - - - - - - \✓ APPLICABLE TO THE AREA OF'BUILDABLE LAND"A5 STATED IN TIC LOT'COVERAGE TABLE, to ;- I m w ;- m I. 6" MIN. THK. P. GONG. SLAB w/6"x6 -10/10 W.W.M. UPON GUTTER INTEGRATED w/BUILDING FRAMING,A5 PER SHOP 2-MAX.SQUARE FOOTAGE ALLOYED CALCULATED AS SAS OF LOTS "BUILDABLE LAND*AREA,FOLLOwINs .11% 2. R-5 (I" THK) RI61D INSULATION UPON DRAWIN65 BY OTHERS SOUTHOLD TOWN GODS 280-I5.0 STIPULATIONS FOR LOTS IN EXCESS OF lbOp00 S.F. I 51-AB EL. I 51-AB EL. 5. 6 MIL POLY VAPOR BARRIER UPON 25.1' TO 24.0' 25.71' TO 24.0' NEW 4'X5" ALUM. DOWNSPOUT (TYP): ■ 4. 12 (MIN) COMPACTED GRAVEL BASE 6 (w/DRAIN PITCH) r VERIFY REQ.'D DOWNSPOUT SIZE w/ROOFING CONTRACTOR I (w/DRAIN PITCH) ,i� 5. SLAB THICKNESS MAY BE INCREASED AS REQ.b TO a PROVIDE NECESSARY GONG. COVER TO FLOOR Oq GUTTER HIGH POINT (TYP) .' RADIANT HEAT SYSTEM (CONSULT MANU. SPEC.'S) ELECTRICAL PANEL: r , %p p RADIANT HEAT FLOOR IO - 200 AMP ELECTRICAL PANEL LOCATION v I. FLOOR RADIANT HEAT SYSTEM PER OWNER SELECTION - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO t' 2. INSTALL PER MANU. SPECS CONFIRM SUFFICIENT PANEL SIZE 5. SLAB THICKNESS MAY BE INCREASED AS Ill TO - ALL INSTALLATION AS PER NY5 ELECTRICAL GODS /�°� w w }I,, PROVIDE NECESSARY GONG. COVER TO FLOOR \� ' ^ v 2 3 O Q- �' RADIANT HEAT SYSTEM (CONSULT MANU. SPEC,25) 11 FREEZE PROOF HOSE BIB: �J J Z O Z O I ei O - FASTEN TO FOUND. WALL w/MASONRY ANCHORS ii N DOOR NOTE: - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/ OWNERAdak 11 N tb N tb I , O I. DOOR SELECTION TBl PER OWNER SELECTION Lin !, 2.MINIMUM 2'-6"x6'-6" DOOR SIZE +'1 0 +aN I ;; 5.INSTALL AS PER MANU 5PEG.'s F) 4.PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND STRUCTURAL DES16N BY BUILDING MANUFACTURER N a I e N OPENIN65 PER SHOP PRAWINC75 BY OTHERS. STRUCTURAL DRAWINGS BY BUILDING MANUFACTURER SHALL DEFINE ALL STRUCTURAL COMPONENTS, INGLUDIN6: a;.• 25 JI'TO 24.0' I `;. ACCESSIBLE ENTRAGE - STRUCTURAL FRAMING (w/DRAIN PITCH) �'1 4� I. ACCESSIBLE DOORWAY AS PER IC,-, AII'7.1,CHAPTER 4, - ROOF/GEILIN6/WALL ASSEMBLIES ' INGLUDIN6 THE FOLLOWING SECTIONS IN PARTICULAR: - FASTENER SPECIFICATIONS/5GHEDULE5 d, I.I. DOORS w/LATCHES MUST COMPLY w/4042.6 - FOUNDATION DESIGN 1 " 1.2.DOORS w/ CLOSERS MUST COMPLY w/4042.1 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. STRUCTURAL DESI6N OF BUILDING 5UPERSTRUGTURE AND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .Ii` FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. SMOKE DETECTOR / GO DETECTOR NOTE5= WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIRED _ __a. '_'' S I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BEARING LOCATIONS, ORIENTATION, AND SPAN OF -- - -- --- -- --- -- --- - r=--= SMOKE /CARBON MONOXIDE COMBINATION DETECTOR STRUCTURAL MEMBERS, THE ARCHITECT OF RECORD - - - - - - - - - - - - - - - - - - - - - - - - - - - - -+- - - - - - - - - J HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THESE 2.SMOKE /CO DETECTORS TO MAINTAIN V MIN. COMPONENTS. mmill HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 4 OIDENINC75 TO BATHROOMS w/SHOWER OR TUB. 5.INSTALL ALL A5 PER MANU. SPEG.'s SOIL BEARING CAPACITY NOTE: 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR STRUCTURAL DESIGN OF FOOTINC75 ASSUMES A SOIL FOUNDATION FLAN FOLE a JA RN IN COMPLIANCE WITH 2025 NYS BG 915 4 LOCAL CODE BEARING CAPACITY OF 1.0 TON/S.F. SCALE: I/4" = I'-0" POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED, 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. pn 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED GONGRETE AT �� 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 516 CODE. ,I-- U'In U 4 D EPDXY COATED �,-0„ 5 CARBON STEEL ALL EMENT BAR5 SHALL BE ASTM A615 FiRADE 60. H.H.M.O FOR SLABS HALL z AL 2 3 2026 ALSO BE EPDXY COATED. w 46'-4" 2 SC) TNOL TOY 46'-O" 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 2 PLANNING EOAR SHALL BE STAGGERED, c Liu-ji7. PROVIDE MECHANICAL DEVIGE5 TO HOLD STEEL 4 HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, GOVERAOF5,AND PLUMBNE55. 6 6. CEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT w CONCRETE. a 0 10 CONGETE - COLD WEATHER POURING 4 CONCRETE MIXTURE I, THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF PROJ ECT: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. D H C LAND LLC 0 O 2. 5MCIFIGI1Y OF CONCRETE DE516N MIX SHALL BE BY OTHERS. A6RIGULTURAL 5, ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL PRODUCTION CONFORM TO AGI 306. BUILDING 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 1,451 S.F. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 100 F OF GONGREI . 4180 NEW SUFFOLK AVE 5 IN NO CASE SHALL REMOVE AS REQb�NGRETE BE PLACED ON ICE OR SNOW. MATTITUCK, NY 11952 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE PERMITTED WHEN NECESSARY. DRAWING TITLE: -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 550 F OR HIGHER 4 4 0 5 4 Q AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE, AG. PRODUCTION BUILDING: m 4 KQ 5M/GO 4 m 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING, - BUILDING DATA - FLOOR PLANS 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (ASTM 0494/G494M, TYPES G AND M. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL AREAS EXCEED ONE SQUARE INCH. PAGE: 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 600 P51. _ ® . 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506, A . 00 O O T T m "' DATE: 07/06/26 19 OF 20 FIRST FLOOR FLAN POLE 13ARN Fs SCALE: 1/4" = I'-O" AGRICULTURAL GwENERAL SNr�50L KEG : _ EXISTIN6 TO BE DF-MOL15HF-D NEW PARTIAL HE16HT PRODUCTION BUILDING � WOOD FRAME (L. STL. Q EXISTIN6 TO REMAIN WHEN APPLICABLE) O Lu NEW WOOD FRAME (L.6. J ca <(l g � NEW FOUNDATION WALL W Q STL. WHEN APPLICABLE) M ------------------------------ ------ ----------------- a---------------------------------------------- --------------------------------------------- ii �i NEW I-HR FIRE RATED EI POST FOR 4" WALLSTURAL Q +-' u') 8 LJ LJ LJI O (MIN. 2'XV" STRUCTURAL ��//• y/ HOOD FRAME (L.6. STL. � WHEN APPLICABLE) POST FOR O 6" WALLS), U.O.N. _ }: NEW 2-HR FIRE RATED C9 WOOD FRAME (L.6. 5TL. NEW 2"xb" PLUMBING WALL 0 N z O WHEN APPLICABLE) C 'N 0 X :3 N FLOOR PLAN NOTES 0 O m .� (9 . O II OTRENCH FLOOR DRAINS 4 PIPIN6 PORTABLE FIRE EXTINGUISHER: C N Q CB INSTALL TRENCH FLOOR DRAINS w/GRATES TO COLLECT 6 I. PROVIDE (1) PORTABLE 2A:IOB:C FIRE EXTINGUISHER Q a (� 6REYWATER FROM WET-USE AREAS. (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN I. DRAINS SHALL MEET AA5HTO M506 LOAD CLA55 'D' COMPLIANCE w/2025 NYS BC QOb. REQ S' D 2.CONNECT DRAINS TO NEAREST STORMWATER DRYWELL 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS LOCATION THAT IS READILY ACCESSIBLE AND 5.PIPIN6 FROM DRAINS LOCATED BELOW CONC. SLABS AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL ^ ` SHALL BE DUCTILE IRON PIPE,OR CAST IRON WITHIN NOT BE 055TRUCTED OR OBSCURED FROM VIEW. w LINE OF INTERIOR ;; 2'-0" OF FOUNDATION, WALLS,w/J:12 MIN. SLOPE. 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED FACE OF FRAMING ;; 4.TRENCH DRAINS 4 PIPIN6 SHALL BE SUFFICIENTLY SIZED HANGERS 4 BRACKETS OR WITHIN CABINET USED TO MEMBERS (BELOW) I TO ALLOW 1,000 6ALLON/MINUTE PEAK FLOW HOUSE PORTABLE FIRE EXTINW SHER5. CABINETS 5.INCREASE GONG. SLAB THICKNESSES AS REQ.V TO SHALL NOT BE LOCKED. PROVIDE it 12 SLOPES TO TRENCH DRAINS. 4. LOCATE BOTTOM OP EXTINGUISHER AT LEAST 4" ABOVE LINE OF EXTERIOR 6.PROVIDE ADDITIONAL SOLIDS CATCHMENT 5YSTEM(S) FADE OF FRAMING � � FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' _I J (SCREENS/6RATES/BASINS) TO ALLOW DIVERSION OF ABOVE FLOOR. FOR EXTINGUISHERS WITH &ROS5 U ORSANIC VE16HT EXCEEDING 40 LBS, LOCATE 50 THAT TOP OF MEMBERS (BELOW) I '1. INSTALLAWL 5PE MANU. NU SPEC.'S BY OWNER. EXTINW15HER 15 NO MORE THAN V-6" ABOVE FLOOR. • - I� REINFORCED P. GONG. SLAB GUTTER D " O I. 6" MIN. THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON O GUTTER INTEGRATED w/BUILDING FRAMING,AS PER SHOP M 2. R-5 (I" THK) RI61D INSULATION UPON DRAWINGS BY OTHERS ��J W 5. 6 MIL POLY VAPOR BARRIER UPON I 4. 12" (MIN) COMPACTED GRAVEL BASE t�8 NEW 4"x5" ALUM. DOWNSPOUT (TYPJ: 5. SLAB THICKNESS MAY BE INCREASED AS REQ.V 70 VERIFY REQ.'D DOWNSPOUT 51ZE w/ROOFING CONTRACTOR PROVIDE NECESSARY GONG. COVER TO FLOOR Oq CUTTER HIGH POINT (TYP) " RADIANT HEAT 5YSTEM (CONSULT MANU. SPEC.'S) O to ELECTRICAL PANEL:RADIANT HEAT FLOOR - 200 AMP ELECTRICAL PANEL LOCATION �•++ 1� I. FLOOR RADIANT HEAT SYSTEM PER OWNER SELECTION - ELECTRICIAN TO VERIFY INTENDED USES w/OWNER TO 2. INSTALL PER MANU. SPECS CONFIRM SUFFICIENT PANEL SIZE II I 5. SLAB THICKNESS MAY BE INCREASED AS REQ.V TO - ALL INSTALLATION AS PER NYS ELECTRICAL CODE I', PROVIDE NEGE55ARY CONC. COVER TO FLOOR FREEZE PROOF HOSE BIB: RADIANT HEAT SYSTEM (CONSULT MANU. SPEC.'S) I I - FASTEN TO FOUND. WALL w/MASONRY ANCHORS DOOR NOTE: - PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER I. DOOR SELECTION T.B.D;PER OWNER SELECTION Q I 4 2.MINIMUM 2'-8"xb'-8" DOOR 51ZE um 5.INSTALL AS PER MANU SPEC.'5 4.PROVIDE STRUCTURAL FRAMING ELEMENTS AROUND STRUCTURAL DE516N BY BUILDING MANUFACTURER OPENINC75 PER SHOP DRAWINGS BY OTHERS. STRUCTURAL DRAWINGS BY BUILDING MANUFACTURER SHALL DEFINE ALL STRUCTURAL COMPONENTS, INCLUDING: ACCESSIBLE ENTRACE - 5TP.XTURAL FRAMING I. ACCESSIBLE DOORWAY AS PER ICC AII"1.1,CHAPTER 4, - ROOF/GEILIN6/4AL.L ASSEMBLIES INCLUDING THE FOLLOWING SECTIONS IN PARTICULAR: - FASTENER SPECIFICATIONS/5CHEDULES I.I. DOORS w/LATCHES MUST COMPLY w/404.2.6 - FOUNDATION DESIGN 1.2.DOORS w/CLOSERS MUST COMPLY w/404.2.1 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. STRUCTURAL DES16N OF BUILDING SUPERSTRUCTURE AND " FOUNDATION SHALL BE BY THE BUILDING MANUFACTURER. SMOKE DETECTOR / CO DETECTOR NOTES: WHILE CONSTRUCTION DOCUMENTS MAY INDICATE REQUIRED O r� � r�� I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BEARING LOCATIONS,ORIENTATION, AND SPAN OF ------_____J L _______________________________________________J L_ ---------------------------------------------- LL-___________________________---_________________J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR STRUCTURAL MEMBERS,THE ARCHITECT OF RECORD HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ASSUMES NO RESPONSIBILITY FOR THE DES16N OF THESE 2.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. COMPONENTS. own HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUG75 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. S.INSTALL ALL A5 PER MANU. SPEC.'S SOIL BEARING CAPACITY NOTE: 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR STRUCTURAL DEVON OF FOOTIN65 ASSUMES A SOIL ROOF PLAN - POLE BARN RN IN COMPLIANCE WITH 2025 NYS Er-, q15 3 LOCAL CODE BEARING CAPACITY OF 1.0 TON/S.F. J"� SCALE: 114" = 1'-0" BUILDING SECTION NOTES l FOUNDATION WALL 4 FOOTING:: I ���Jv � �I O �� � O� �vJ I �� O P. CONC. FOUNDATION WALL 4 P. LONG. CONTINUOUS FOOTING AS PER BUILIPIN6 MANU. SPE625 SEEGBUIAIT5 MANUFACTURER SA4 INSTALLATION DOCUMENTS FOR RSEXACT COMPONENT PROPOSED DESIGN GORE PRESCRIPTIVE VALUE COMPLIES G3 E C� 0 ADDITIONALLY,PROVIDE: VALUE CITATION (PER 2020 NYSEGGG) - R-15 RI61D INSULATION (5" THK) EXT'ENDIN6 FROM TOIP w z UL 3 <<ILj OF FOUNDATION WALL TO TOP O'= CONC. SLAB. MAX. U-VALUE = 0.5 OUTH LD T WN - R-20 RI61D INSULATION (4" THK) EXTENDING FROM SKYLIGHT U-VALUE 4 AIR U-VALUE = 0.5 MAX. AIR LEAKAGE = 0.30 GFM/SF YES TOP OF CONG. SLAB TO 4'-0" MIN. BELOW 6RADE PROP. RIDGE HST. LEAKAGE AIR LEAKAGE = 0.50 GFM/5F V LANN NG 60 RD _ -_-_-_-_-_____-_-_-_-_-_-_ PER 0402.1.1.1 4 TABLE 0402.6.3 - CLIMATE ZONE 4 OREINFORCED P. GONG. SLAB ELEV. +45A' 2 I. PROVIDE 6"xb"-IOxIO AA.M BETWIE=N CENTER 4 UPPER: MAX. U-VALUE = 0.'7 1/5 OF SLAB;SECURE IN PLACE DURING POUR 12 VERTICAL FENESTRATION U-VALUE = 0.'7 MAX. AIR LEAKAGE = 0.30 GFM/SF YES 2. b" MIN. THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON U-VALUE 4 AIR LEAKAGE AIR LEAKAGE = 0.50 GFM/5F 2. R-5 (I" THK) RI61P INSULATION UPON TUBE STEEL ROOF/cEILIN6 5. 6 MIL POLY VAPOR BARRIER UPON H Lu 4. 12" (MIN) COMPACTED GRAVEL BASE TRUSSES PER SHOP Q 5. SLAB THICKNESS MAY BE INCREASED A5 REQ.V TO DRANINC75 BY OTHERS ABOVE GRADE MASS MIN. R-VALUE = 15.5 (CONTINUOUS) PROVIDE NECESSARY GONG. COVER TO FLOOR WALL R-VALUE R-15 RI61D INSULATION (5 THK) PER TABLE 0402.1.5 - CLIMATE ZONE 4 YES RADIANT HEAT SYSTEM (CONSULT MANU. 51-EC.'S) PROJECT: R-20 RI61D INSULATION (4" THK) MIN R-VALUE = 20 (CONTINUOUS) D BUILDING MANUFACTURER SHALL HEATED SLAB EXTENDIN6 4' MIN. BELOW GRADE MIN. DEPTH = 4' DEEFINEFINE ALL STRUCTURAL GOMPO'�lENTS. INCLUDING: R-VALUE 4 DEPTH w/ R-5 RI61D INSULATION (I" THK) MIN. R-VALUE (FULL SLAB) = 5 (CONTINUOUS) YES- STRUCTURAL FRAMING D H C LAND, LLC - ROOF/GEILINO/NALL ASSEMBLIES BELOW SLAB PER TABLE 0402.1.5 - CLIMATE ZONE 4 - FASTENER SPEC,IFIGATIONS/SCHEDULES - FOUNDATION DESIGN COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [CE]. C=/ p TUBE STEEL COLUMNS 4 WALL ASSEMBLY 4180 NEW SU FFO LK AVE p PER SHOP DRAWINGS BY OTHERS MATTITUCK, NY 11952 DRAWING TITLE: AG. PRODUCTION BUILDING: - FLOOR PLANS -SECTION INCREASE SLAB THICKNESS - ENERGY TABLE AS REQ.'D TO PROVIDE 4:12 SLOPE TO TRENCH DRAIN AVERAGE GRADE Q I 2 4 PROP_ SLAB ELEV. +24.0' ----- PAGE: A-402mOO 4 DATE: 07/06/26 20 OF 20 5EC71 ON 1 -1/A-402 X 9 .S. 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N.A. Readings Taken at 0'-0"AFG 10 10 Horizontal CalcPts Property Line Illuminance Fc 0.02 0.1 0.0 N.A. N.A. Readings Taken at 5'-0"AFG 10 N.A. Horizontal CalcPts Site Illuminance Fc 0.63 18.8 0.0 N.A. N.A. Readings Taken at 0'-0"AFG 10 10 Horizontal � � StatArea Parking Spaces Illuminance Fc 1 .69 2.9 0.4 4.23 7.25 Readings Taken at 0'-0"AFG Luminaire Tag Summary LD �_$ I J JOE IN Luminaire Schedule All Tag Qty quotes/orders generated from this layout must be forwarded to the Local Rep Agency A 3 2531 3a- Symbol Qty Tang Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts BUG Rating 1 D ALEDS2TY 7PR Single g C 8 S g e 5473 5473 1 .000 40w 2T 3 k 40.3 40.3 40.3 B2-UO-G 1 D 1 a 1 3 A ALEDS4TY 7PR Single 5468 5468 1 .000 40w 4T 3k 40.4 40.4 121 .2 B1-UO-G2 8 C SLIM17FAFC40 MVS Single 4595 4595 g 1 .000 40w 3 k 37.7 37.7 301 .E B2-UO-G 1 �� A ,A 2 C F L g a �g A y u Expanded Luminaire Location Summary p € d I 1 j i g ;� P_.i a a . 0 g� LumNo Tag X Y MTG HT Orient Tilt g g E 1O a& 1 A 996.:162 820.858 20 318.365 0 .:: �b �- ,v s.x E y •s I y E p 2 I A A 4 64 I.93 8 806 72 2 0 27 2 - 8 37 1 � 3, ti 3 V u r r• - s x I € 1 « i /M 'L 1 J 1. s k'- •t I a a s >�W t t 3�� � F t t ac F. c 1 L _J "5 A "A i 4' - 3 A 7 a'' Y p 1 G. 82 03 870.782t �2 0 31 8.365 r �0 i €' 6 1- s >s M 8 s G T t, �ryq q.nn d y t` C } d e r: i-.• �, i, F ¢ a CC 1 { G V k. T f- 3 i� t 6 T... s o €., n S I S - -£.. I i is- i 4 1. s C 4 ,57 0. 9 4 =�'9 6 34. 03 t 10 0 I I <0 c p,. c r 4° t f ! •.fix: �:I 0 t �2 4 a I # '4 c E" .> 1 k V �p C O - ! I ;S ISI C V 5 is *R q , k'. - e it's _ d a a, i C 940..579 �_. J�603.089 1 n _ _ 0 1 , E - 1 P `Y i A • 1 f. I. 3% f' ,y a B t `A W r P r I 6 ,C 7 60 95 9 4 5 8.4 69 1 y 0 9 0 } I 5 i V ¢. •i 5 cY# b' i r 4 } i tt gb; d > (- Q l F� „4, k. , t , , z �. 7 E C 2 054 9 5. 2 I .{538. 9 , h 9 1 z 27 i- �' M •_ F , �., ...: : r, to -. -. ., .- -. •-��. •, ".n -..�.. ... ',. ,. ..., - ... .,, ,. P ,4'1 y P h §i { f� A•'t k T3� t I 8 C 4 086 >y Y 93 Ln 595.0 r � t 59 22 Cn 0 0 l..l a� r w , I 9 �44 C 929. 1 f 698.801 ,• I 0 Y 0 I 1 i cg T, tT S i 1 1, '4 «tyu•,. t'w t I Y'10 903.498 Y(' C N 1 90 0 � „ x A, {, x I i- .N •�I Il s�' .7 t J r ! .J ) 7 ti t , 4' O }1 x J- t N ,� 4,,,t i t-, _ P , yy { � ,} • .. '.- ..-a -n-+ --• .. .. .. t i '.Jam';- .} '�}. , + M , 11 D 106�.957 V w I �.1 # � .�« ,,I,_ u 1 930.342 20 1 � , ��q 7 3. 11 0 _ r � s .w ' : t, •$ i i N t rF` ' r S, { , } I 1` } ' 4 yy C 12 � _C 2 82 656 4 ,.68 22 90 0 1 Y� <j f' x JE' `J k I X d 44 ]a ^'k r ++ Y .4 Y 4 4 y •�kr y I b'�tY'{ aP } <t i p _ pr "',&i •�Y� "Y 4- f' Y •4' �, t z` k Total Quantity: •; �_",2 �- 1 ( , 1 w _ 1Y' / 41 � r^- r` u t Ys. rA i 5 1 'Y •1 F 1,, •r. I T A a to , t + t `r. x t ! d �,- b f {{•• k. I ti N R }}, a S i t 3 Y �t ,- -. -r,.� ",. ..-j _ .,- .. 3 a s n - .. .. .. ., I .. .. t l�" Y,.r 6. •°�: ��Y -`#... R 1 - .".+, 4- �•�:r'•� !'0 t it '�s i � _ ' e'- .,O W 'i• I R FL �r I`> W t, •s'A.t �, aJ , : i a.. -,.. �. .. - ,.,., ._ .r,.:, :. .-. .."��,-, 1 tLEP: •_YL'f"'^'a`:f'y�r - � $, i+ o ter. t'rm' o < , ,a.-, a, �:• . ..,,_,„- , ,, ,,. ., ski. >� ^ }.S•' sgy�� .k. �r j fie$i f q i µ d C d I W 9^ I ..I I 6 r t 1 � a , fi Y +,F �4 "l• h t d. F t I f' �, C1 a1 r R' Is ( « •r.-.-.+Y.1 4' i l F 1 Yl Y,- Y c xt S' 1' 4 V I ..i I - 3r 3. 1 I Ln tA 3 a i N LL Lo >rn A v I I s. s o i � 3 °aM a 4J t'^'t v 1 7 I r { r k5 Is t 4 6 i cw` - I t �N t 1 Y" ,t r r,: on$ ---------- NOTES: t F _ l k h f , , r- 1 ,F t • • � t '• k` 1 0. f a1 Y.v 3 # I ,P I t x { I 5 t I t f .. 11 z , I s 4- `1 y T } « s'e 1 »{ : a v r�a3 x 7j(y ria•w- '! '1 i� 3 '! 4 {n 1. rvn�i' I it 6.� 1 fi �r I I y 1IA� 1 Ic 5! P: a I P � L- F. :4= 1 >v, a t{ d I` + +t k.: 1 M ;3 s c4f'�Y 4 I 1, f' } Y 4 i 4 S i� 3 Y t Y. „ , - " k, : l r l The li h I factor L r n variables. , h. . _ .. > . , .; v,. ., ,.,,,. ,..., :" .- .• : .� .., t loss acto L is a product of m� RAB s standard is to use the 1 LLF i r ( � .0 n acco dance with most 9 P Y1 ,.1 4. t.c.a f light r d N. ordinance t t es a requirements, nl s oth rwi n . � • . .. ,•". . :, ..' . . " < ,. �;. .�su ess otherwise noted. - g r ,Y, 1, T i 7 a x, t < f t- 4• Illumination v I h shown in f r hpredicted guess o 0o n I get e tca des for lanes of calculation I( ) vertica or inclined as desi Hated he- in the calculation summary.Meter onentatlo>n is normal to he Ian fcalculation. ..f- t e o ry Pr 4 - 5 V 111 I d. : :Y 4 i Q ii y W .. Theca culated results of this li htin simullation represent an an i i I :� . . ,. ., _., � .. . . ,�., a „- . ,.,. , » ,. >n. •,.• , t c ated red ction of stem erformance.Actual measured resul m v �. ,.... _ .<:, . ,., _ • , , . . ,.. . . . .,., __ _. °� 9 9 P is a s V Y rY r o t w >Y t t. from the -..' _ „ a. o e performance and are subject to means n methods . , ,, . „ , . . • ,_ _ �e sad et ods which are beyond the control f RA Lighting rn Inc.n ,. . " ,. I't o B L t I c. _. r �. .. _ . . �,- _ -,�r. �P J i �' ,�':° v >1, LO d � J 77 r: Y.' v I "S C I :I�y.. t P,+ C a p'• S'�-. II s" 1-0 E �1 t i€ i- n *Mountingheight rmin i i Ilighting •. _. , ,. �.. . , . ,.. :.. ., J, ro determination on is job site� ec fc our assume a mountin lei ht m f h I - Po t o t e uminaire _. j9 9 ,: J v P 0{ n� nF :gym i•. to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other lummaire mounting configurations. v •� -- �O > 0 Plan View J *RAB disclaims all responsibility for the suitability of existing or proposed poles and bases to support proposed fixtures. This is the owner's,installer's and/or end-user's responsibility based on thle weight and effective projected area("EPA")of the proposed fixtures and the owner's site and soil conditions,wind zone,and many other factors.A professional engineer licensed to practice in the state the site is located should be engaged to m assist in this determination. J J J *The landscape material shown hereon is conceptual and is not intended to be an accurate representation of any particular plant,shrub,bush,or tree, as these materials are living objects,and subject to constant change.The conceptual objects shown are for illustrative purposes only.The actual _f0 illumination values measured in the field willl vary. 0 *Photometric model elements such as bulidiings,rooms,plants,furnishings or any architectural details which impact the dispersion of light must be 0 detailed by the customer documents for inclusion in the RAB Lighting Design.The owner/contractor/customer/end-user must provide accurate and W complete construction drawings that reflect w at will be the final construction RAB is not responsible for any inaccuracies caused by incomplete, 0 inaccurate,or outdated information provided by the owner/contractor/customer/end-user. *RAB Lighting Inc.luminaire and product dersigns are protected under U.S.and International intellectual property laws.Patents issued or pending m cu may apply.Please see www.rablighting.com//ip. co *The Lighting Analysis,EZLayout,EnergyAnialysis and/or Visual Simulation("Lighting Design")provided by RAB Lighting Inc.("RAB")represents an 0 1A CO anticipated prediction of lighting system pertformance based upon design parameters and information supplied by others.These design parameters HOW TO READ THIS DRAWING -0 ra 3 Z and information provided by others have nolt been field verified by RAB and therefore actual measured results may vary from the actual field conditions. v c C c RAB recommends that design parameters and other information be field verified to reduce variation. [- sKr/CEILING o. •- m ° E 90° 180° a o co W *RAB does not warranty,either implied or stated,actual measured light levels or energy consumption levels as compared to those illustrated by the 1500 L` Lighting Design. 0 *Refer to RAB Product Specification Sheets fcor specific ambient temperature ranges.Verify ambient temperature at project location is within published 120 �,, E performance range. LIGHT LIGHT o p 1800 FIXTURE 0° FIXTURE O 1 C *This Lighting Layout is issued as"EXEMPLAIRY DOCUMENTS ONLY -NOT FOR CONSTRUCTION OR CODE APPROVAL.RAB does not warranty,either 90 ? z s implied or stated,nor represents the approprriateness,completeness or suitability of the Lighting Design as compliant with any applicable regulatory r o code requirements with the exception of those expressly stated on drawings created and submitted by RAB.The Lighting Design is issued,in whole or 600 in part,as exemplary documents for informattional and convenience purposes only,is not intended for construction nor as a part of a project's construction STRAIGHT z documentation package and should not be relied upon for any purpose. DOWN o 270° VERTICAL oo 30 ` 4. +, ir{ O *Immediately prior to any party ordering RAEB products used in the Lighting Design,the ordering party must verify that the lumen output of the fixtures GROUND PLANE o being ordered(as shown on RAB's website)rmatch the lumen output shown in the Lighting Design.Occasionally,Lighting Designs previously provided use fixtures that are then updated prior to an ordiier and such updates could change the lumen output of the fixture.This In turn,could Impact the Installed Orientation: PLAN View Vertical Aiming: SIDE View 00 co lighting performance that differs from the Lig1hting Design. ORIENT=HORIZONTAL AIMING/ROTATION/ TILT=NUMBER OF DEGREES THE FIXTURE "'" CD 00 DIRECTION OF FIXTURE RELATIVE TO THIS PLAN IS AIMED UP-FROM-STRAIGHT-DOWN I I I I I I SITE INFORMATION w E 4180 NEW SUFFOLK AVE EXWj"". w 3 MATTITUCK, NY 11952 — w �0 30'� SUF a E ; 5. TOWN OF SOUTHOLD w SCTM: 1000-115-10-1.1 MARATTE KA g OVERALL LOT SIZE 620,730 SF(14,25 ACRES) w -�" _ _ -- ` w �, OLK w RESERVE DEVELOPEMENT AREA. 89,280 SQFT PROPOSED SEPTIC SYSTEM z £ (1)PROPOSED 2 STORY RESIDENCE 9-�3 -- • 26 , f SUBJECT ••••••• DEEP HOLE (1) PROPOSED GREEN HOUSE ACCESSORY BLDG (1 BED) V 3 C b a PREMISES.•......•.'. CREEK �� (1) PROPOSED BARN oT_ z, � TILItt POLE C � �963 • . . . , , LIL A, EO b `� PROPOSED SANITARY SYSTEMS 26 3' HOUSE AND BARN SANITARY D (1) 4' DIA JUNCTION MANHOLE PROPOSED °° A v KEY MAP (1) FUJI CLEAN CEN 7 TANK INSIDE 10' DIA CONCRETE PRECAST DRAINAGE RING (6)-9X19 �� SCDHS APPROVAL NTS (1) 8' x 16' PRECAST CONCRETE LEACHING POOL PARKING 4c o (1) 8' x 16' PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) PROPOSED BARN KITCHEN AND GREEN HOUSES (4)-9X19 00 GALLON GREASE TRAP PARKING � I � (1) 1500 GALLON SEPTIC TANK X � CVNNO =� (1) 8' x 12' PRECAST CONCRETE LEACHING POOL 40 � — %0' l w (1) 8' x 12' PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) PROPOSED S 7$° C • 3 13 12X24 — PW aos. s s9. �4 s •6 o a FARMSTAND " s°y43 �0:° r wGENERAL NOTES - THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND DURING ' '"' " ' SYSTEM START UP. - OPERATIONS AN EXECUTED I O S AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS 0 24 �1`ti 3 m ti� 440 I - THE OWTS SHALL BE TESTED STED FOR WATERTIGHTNESS USING A METHOD APPROVED BY ' ' . ' ' THE MFGR PRIOR TO ARRIVAL AT THE SITE. A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP I c O CO THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING PROPOSED DOCUMENTS DW PROVIDED BY THE DESIGN ENGINEER. 24 • • , 30x48 • ' 3' IN.0 c'�' • ' GREENHOUSE u ' 3 {I - INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM (SHELLFISHI) ; ®r N (m1 �° { ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY I ®® ,�, UTILITY POLI� . DISCREPANCIES. � LIL A3 00 ® h I PROPOSEDi ®° IN CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF POLE �BARIN IL" W CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY 47 —9 X 61 —9 I I 65 9' eft ' {I DISCREPANCIES. C, I I s 10 IN. 2s�E .- 3 PROPOSED I SED a FIXED PIER IN. 48P0 PROPOSE Wa V ! PROPOSED {� THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE 3 rN ENGINEER AND SCDHS. s. 0 30x48 5 ,N. UG_ PROPOSED I _ _ G-E�� _ - THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND �• �0 441g. c � I G 1000 GALLON ,a XISTING WEAL F N a. G R E E N.H.0.U 'S E UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED .M� 10' IN. (� O N BASEMENT 11! PIER LIN . . . ' ' ' ' ' {� Z ® „ �" PROPQS�D U _ THROUGHOUT THE PROJECT PER PREVALENT CODE. BURIED PROPANE r— — TEST J To BE HOL EX TING A W ( SHELLFISH )ABANDONED o J ADJACE +TANK; ® o $ IN• r.��r�i/jam REMovFD M ' m ' Q, Q DOCK l v� - CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL STATE LAIN. 10' IN �� ® / (� STOpAM. CONC. 19J� O ;©' CODED NOTES - � 51oWE�LINo ScsREENE� © ��; COUNTY AND LOCAL SAFETY CODES. ® PROPOSED s '"' G— PORc" m S�,O - OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY (36 IN. �44x20 HOUSE o SOIL FILL h I 0 G 1 -JUNCTION MANHOLE W Z CAP o.h 8 IN. QQ o BELOW GRADE, 12 IN. LIFTS MAX 2 - FUJI CLEAN CEN 7 TANK INSIDE ��/ PORCH & L P �h^o0 0 ON-DISTURBANCE BUFFER PROPOSED (I) {� 1 Q� a� ) { - OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR PRECAST CONC. DRAINAGE RING REAR DECK A� covER o G ®® 3- (1) 8' DIA 16' DEEP LEACHING POOL AND ,Ar IN, ;� ti { P 0 LE BARN w I 1 ��' v�'� a DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. 4 - 1500 GALLON GREASE TRAP UNFINISHED W I I z 5 5- 1500 GALLON SEPTIC TANK BASEMENT RM. GARAGE NA 4 — 9 x 61 — 9 0 I 1 0 �--- — J - ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 3/4" SCH 6- (1) 8' DIA 12' DEEP LEACHING POOL { No °NA E�saNITARv h a� m I I ,� 1p,MIN. S 8jl�' 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. 7 - FUJI CLEAN CONTROL PANEL AND BLOWER 32.9 OWNER TO VERIFY FINAL (LOCATION c6 g'" ' 3�0 o W S IRE FENEE 3 •�6 , N { I ( 5* IN.`� 9 W3 s W�� -ALL 18"AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE 45 CONTROL PANEL AND BLOWER TO BE ,f >� S, RREGJEAR �o { o PROPOSED �r-- W s ss°40 21 w g7' -o I ( / P POLYLOK OR TUF-TITE. INSTALLED IN VIEW OF IA OWTS. 5a.64' PATER Fri7a°4o3 E v i I 5' IN, 8 - ELECTRICAL LINES TO IA OWTS N a °40 2 N I I o ( I r \ ��' ° - OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. 9- SEWER CLEANOUT ON INLET SIDE OF TANIK 55'88 N I SEE CLEANOUT DETAIL ° ° "5 I o ? ti - THERE ARE NO KNOW WELLS WITHIN 150' OF SUBJECT PROPERTY Drtrvcwnr 10 -VENTING TO OCCUR VIA HOUSE SEWER 2� RRAE GRRCE TAX�/f000-1>5_>o oz m { I I Z / o WELL ON PROPERTY TO BE ABANDONED LAND NIF OF r LINE THROUGH HOUSE VENT. DOUCLAS & LESLIE I m NORTH I DW N PROPOSED { 11 -(1) 8' DIA 12' DEEP LEACHING POOL xrnscx a in O 4 � k r FUTURE EXPANSION s 5°• I .—, SITE PLAN I ® 10 I n 12 - (1) 8 DIA 16 DEEP LEACHING POOL �L.P, n WOODB9ECK LOT 2 0 ► 10 0 0 GALLON N �� E FUTURE EXPANSION \ S W SCALE: 1"=40 'MIN. 10 IN. /� �O�\ BURIED PROPANE CP. TEST - Proposed SanitaryZ *HOLEI EXITING Ho�s� Plan - � SANITARY CALCULATIONS: ALLOWABLE FLOW { 2 © TO B E . TA N K, o - _ System 1 I REMOVED System 1: Single Family Residence/Office/Kitchen Bathroom ——— —— �� I—�I— © — J�' s 4180 NEW SU FFOLK AVE Single Family Residence: 300 gpd required Single Family Residence 300 gpd 'MIN. 10' IN. \ �� LO / 1 SORY MATTITUCK NY 11952 Non Medical Office Space: 1488 sq ft x 0.06 gpd = 90 gpd required Non-Medical Office Space 90 gpd �G SINOLE FA a Commercial Kitchen/Agricultural Processing: 1860 sq ft x 0.03 = 56 gpd required Commercial Kitchen/Agricultural Processing 56 gpd c {� L110 DWELLIN Total Sanitary Load =446 gpd required PROPOSED 5 IN.l J System 1 Total Required 446 gpd 6 / _c� HEET NO: DRAWN BY: REV: DATE: Proposed: One (1) Fujiclean CEN-7 700 gpd I/A OWTS System 2 G— U I/ `� R.J.W 1 6-29-26 44x20 HOUSE System 1 Leaching Calculations: } �.- CHECKED BY: Agricultural Processing/Commercial Kitchen 38 gpd �W� PORCH 8e Q z — Leaching pools designed for 1.;5g/sq.ft./day Greenhouse 44 gpd o �•� M.T. 446 gpd required/1.5g/sc�.ft./day= 298 sc�.ft, sidewall area { o ® ISSUE DATE: Proposed Leaching: One (1) 8x16 Leaching Pool System 2 Total Required 82 gpd REAR DECK { Q 8x16 Leaching Pool = 401 ssft. sidewall area 12-22-25 Allowable flow, 2.04 acres x 600 gpd/acre 1224 gpd AND 10 IN. o System 2: Kitchen/Gray Load System 1 & System 2 Total Required 528 gpd SCALE:En AS NOTED Agricultural processing/Commercial Kitchen: 1860 j .ft x 0.02 = 38 gpd required UNFINISHED D W D Greenhouse 1: 1440 sq.ft. x 0.03 = 44 gpd requiredi { Total Kitchen/Gray Load = 82 gpd required LOT COVERAGE EXISTING GARAGE 251 SF 0.3 % R BASEMENT { M M a r k T h a e k r a h Required: Grease trap= One Clay Capacity of Kitchen Flow = 126 gpd (1500 gpd min) PROPOSED FARMHOUSE W/DECK 1316 SF 1.7 % TO Arch I t e C t U r e Proposed: One (1) 1500 Gallon Concrete Grease Trap AND UNFINSHED BASEMENT NO WA Required: Septic Tank= Two day Capacity of Kitchen Flow = 252 gpd PROPOSED POLE BARN 2976 SF 3.8 % Proposed:One (1) 1500 Gallon septic tank NORTH N 32.9 PO BOX 2892 PROPOSED GREENHOUSE 1519 SF 1.9 % { cD 87°17' W- SAG HARBOR NY 11963 System 2 Leaching Calculations: PROPOSED FARM STAND 288 SF 0.4 % SITE PLAN { 5 JUL 2 3 2026 Leaching pools designed for 1.5g/sq.ft./day , " W C-n Required Leaching 126 d/ 1.5 /s ft./da - 844 s ft. sidewall area TOTAL AREA OF STRUCTURES 6365 SF 8.1 % S 8 6 4 0 21 C,, sourHOLD TOWN q g = gpd g� y_ q, SCALE: 1 =20' 9 v PLANNING soARD Proposed Leaching: One (1) 8x12 Leaching Pool MAXIMUM LOT COVERAGE ALLOWED: 20% LOT COVERAGE REQUIRED: 16.2% 54. 64 �' BRIDGE't ' ;a . ,8x12 Leaching Pool = 301 sq.ft. sidewall area .— DI ANTER PLANTER �_ 'h r_' m 4: N 86040 ,2 x E N Environmental Services I TRAFFIC, F3EARIN6 SITE INFORMATION #5 REBAR @ 6" O.G. E/W -1/2- VENTILATION PIPE 4180 NEW SUFFOLK AVE COVER OR Eck, WWM G.I. FRAME 6 LID, TYP. TEST HOLE DATA: 33SCUM BAFn B CHAMBER Volume(gal) MATTITUCK, NY 11952 ROY K.REISSIG,PE '-28" 1 Sedimentation Chamber 397 MARCH 20,2025 2'-11B' 1 8 Q Anaerobic Filtration Chamber 396 GRADE EL.23.0 Q3 Aerobic Contact Filtration Chamber 181 TOWN OF SOUTHOLD RECIRCULATION ADDITIONAL (3) Storage Chamber 90 SCTM: 1000-115-10-1.1 #5 REBAR, TYP. 0.0-0.2' TOPSOIL(PT) AIR LIFT PUMP Disinfection Chamber 6 OVERALL LOT SIZE 620,730 SF(14.25 ACRES) ISIINDER (O Total Volume 1069 RESERVE DEVELOPEMENT AREA: 89,280 SQFT _ X \ CYLINDER (OPTIONAL) PROPOSED SEPTIC SYSTEM z /� - / 0.2'-3.5' BROWN SILT(SM) INLET � � � • 4- INLET PIPE " OUTLET PIPE SPECIFICATIONS � j N � - MPIPELF1 �:. ./ (1)PROPOSED2 STORY RESIDENCE 4 z 4 1 Anaerobic Media PP/PE Fillin Rate 32% (1) PROPOSED GREEN HOUSES ACCESSORY BLDG (1 BED) -v N -- 2'-O" 2'-O" -- -- BROWN SAND AND A g 3.5'-s.o' GRAVEL(SP) Board Type Aerobic Media PVC/PP/PE Filling Rate 17 0 -- OUTLET (1) PROPOSED BARN 4'-e�' •© Aerobic Media PP/PE Filling Rate 55%4" \6X6 -W4/W4 WWM cv FFLUENT BlowerFR8PcfmPROPOSED SANITARY SYSTEMS 6' tOt. 5' Ef('. AIR LIFT PUMPINLET BAFFLE Piping PVC/PP/PE HOUSE AND BARN SANITARY Depth Q3 Access Covers Plastic/Cast Iron (1) 4' DIAJUNCTION MANHOLE 6.0'-15.0' LIGHT BROWN SAND Disinfectant(Optional) Chlorine Tablets (1) FUJI CLEAN CEN 7 TANK INSIDE 10' DIA CONCRETE PRECAST DRAINAGE RING ANDGRAVEL(SP) 1 8' x 16' PRECAST CONCRETE LEACHING POOL #5 REF3AR C� 12" OG ( )GO�.NERS OUTLET DROP TEE TO RECOW BAFFLE J (1) 8' x 16' PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) ITHIN 12° OF BOTTOM FLOWCLEANING OPENING) B /2" AIR INTAKE Fa PLAN VIEW BARN KITCHEN AND GREEN HOUSES -� #5 REBAR /1^@ 6" O.G. E (1) 1500 GALLON GREASE TRAP o; a" ANTIFLOATATION RING (1) 1500 GALLON SEPTIC TANK W/ 10" REBAR DOWELS @ I211 (OR EGOIV. WWM) ',,DISINFECTION ' �> RADIALLY. 4- MANHOLE (1) 8 x 12 PRECAST CONCRETE LEACHING POOL -8 DIAMETER O.G. RADIALLY. 15.0'-21.0' PALE AND BROWN SANAVEL 18- MANHOLE (TYP 18- WANHOLE (TYP 24- MANHOLE (TYP CYLINDER (OPTIONAL) (1) 8' x 12' PRECAST CONCRETE LEACHING, POOL (FUTURE EXPANSION) C T f®I �l At - A NOTES: OW OPENING I. DESIGN LOAD: AA5HT0 H-20 2. GONGRETE 4,000 PSI @ 28 DAYS GENERAL NOTES 2. REBAR TO BE ASTM A-615 GRADE 60 11 8 1'-1�' OARD TYPE LIQUID GAP4GItY D (F1_ T) I-I (FEET) UJ-T. CLBS.) NO GROUNDWATER CONTACT MEDIA _ 3. WELDED WIRE FABRIG ASTM A-185 (70K51) 4 1200 GALLONS 8'-0" 1'-0" 13000 4. SOIL EQ. FLUID PRi=SSURE = �10 pdF ENCOUNTERED TTO21'BELOW _ - THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND DURING RADE 1500 GALLONS 8'-0" .1'-0" 13000 5. PROVIDE ADD'L REINFORGING EQUAL TO AREA OF GUT BAR5 IN SYSTEM STARTUP. EAGH DIRECTION AROUND OPENINGS 6. PIPING AND TEES BY OTHERS - AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE ©2015 LONG ISLAND PRECAST, INC. 5. PIPE TO GREASE TRAP GONNEGTION TO BE KOR-N-5EAL FLEXIBLE © ECIRCULATION MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS 1500 GALLOI�oOKHAVEN, NY��t`���°E TRAP RUBBER SLEEVE OR APPROVED EQUAL. TEST HOLE DATA s'-off" p �. . s'-o�- ® ASSEMBLY SCALE: NTS ® - THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY SCALE: NTS 5-1 4'-11• X . Q 4'-11- \ i \ / THE MFGR PRIOR TO ARRIVAL AT THE SITE. AST IRON TO PVC ADAPTER © ERoelc MEDIA - A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP CONNECTION TO BUILDING SEWER ERATION ASSEMBLY - THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING PVC WYE STM D3034 SDR 35 PIPE DOCUMENTS PROVIDED BY THE DESIGN ENGINEER. W/THREADED CAP DIMENSIONS CLEAN OUT - r41PE 0OWTS INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM SECTION A-A VIEW SECTION B-B VIEW ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY CAPACITY „ „ „ „ „ „ CAST IRON PIP DIAMETER,SLOPE,AND CEN 7 TANK DISCREPANCIES. (GAL) D I-I W1 YV2 EXISTING DEPTH ASREDD SCALE: NTS FOUNDATION - CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF 1250 8' :�' 8" 6" A A CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY ONE STORY DISCREPANCIES, 1500 8' Fi' 8" 6" 1 B CLEAN OUT DETAIL BEDROOM HOUSE JUNCTION MANHOL MANHOLE COVER TO BE 1800 8' ,7' 8" 6" SCALE: NTS PROPOSED BARN 24"MANHOLE COVER TO BE HEAVY DUTY H-20 LOADING - THE OWTS INSTALLER SHALL NOT BACKFI LL ANY WORK PRIOR TO INSPECTIONS BY THE HEAVY DUTYH-20 LOADING 24"MANHOLE COVER TO BE CAST IRON,LOCKING COVER ENGINEER AND SCDHS. 2000 1 O' �)' 8" 6" BARN FLOOR ELEV: 24.0 CAST IRON,LOCKING COVER HEAVY DUTY H-20 LOADING TO GRADE HOUSE FLOOR ELEV: 25.0 TO GRAD CAST IRON,LOCKING COVER CAST VISUAL BEACON-- TO GRADE - THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND 2500 10' Ei' 8" 6" X w IRON (E)GRADE ELEV:23.0 UTILITIES AND SERVICES IN THE AREA AND, RELOCATE THEM AS REQUIRED 3000 1 0' 17' 8" 6" < Z COVER ATTACH PANEL TO MCA WOOD PANEL CONNECT TO BUILDING SEWE (E)GRADE ELEV:23.0 2 THROUGHOUT THE PROJECT PER PREVALENT CODE. AC 80R AIR BLOWER 4'JAX PLAN ATTACHED TO MCA 4"X 4"POST.POST CLEAN OUT TOP ELEV:21.33 3750 12' Ei' 10" 8" c,1 v RADE DEPTH 361,MIN BELOW SURFACE (SEE DETAIL) - CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, ®®®®®®�� COUNTY AND LOCAL SAFETY CODES. AIR COMPRESSOR 4"D SDR 35 2% HOUSE AND BARN mmm�®�61®m 4500 1 2' �7' 1 0" 8" 15 A POWER FROM PANEL USE ENCLOSURE W/BASE SEWER IE: SLOPE MIN INLET IE:21.0 FUJI CEN 7 INLET IE:20.3 m®® BREAKER HOUSE AND BARN 21.5 0G�®®MM MI= „ „ COX 4'CAST IRON PIPE EXTENDING HOUSE AND BARN OUTLETIE:20.8 m®®®®®®mm - OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY (36 IN. 5250 12 8 10 8 2� I Q POWER LINE TO FLOAT AIR LINE TO TREATMENT THROUGH FOUNDATION INLETIE:21.2 4"DSDR-35 m®m�®®®®m BELOW GRADE, 12 IN. LIFTS MAX 10-8 �-$►+ N TANK HOUSE AND BARN MIN SLOPE 0.01'/LF IaC�®®®®®1M9 ) INLET IE:21.1 m®®�®®®mm MIN. AIR LINE TOALAR HOUSE BASEMENT FLOOR o'MI C3®®®®®®mm - OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR 'MIN I 15A POWER FOR COMPRESSOR USE BOT:15.92- BOTTOM ELEV 4.66 DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. BREAKER ; (1) 8'X16'PRECAST LEACHING POOL 40 SDR 35 = 00 4"� ELECTRIC SUPPLY FROMDWELLINCr-- � SYSTEM SECTION - PROPOSED HOUSE & BARN - ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 3/4" SCH PVC, INLET SDR 35 / SCALE: NTS NO GROUND WATER ENCOUNTERED TO21.0 BELOW GRADE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED.© 2% Z ? 7PVC: _ BLOWER AND PANEL DETAIL - ALL 18"AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE NOTES: T OUTLET POLYLOK OR TUF-TITE. 1 . CONCRETE SHALL BE ao © 1 SCALE:NTS I 4,000 PSI © 28 DAYS - OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. _ 2. REINFORCEMENT SHALL CONNECT TO BUILDING SEWE MANHOLE COVER TO BE MANHOLE COVER TO BE MEET ASTM A-615, CLEAN OUT HEAVY DUTY H-20LOADING HEAVY DUTY H-20 LOADING - THERE ARE NO KNOW WELLS WITHIN 150' OF SUBJECT PROPERTY A-185 SPECIFICATIONS 4 of 4 N (SEE DETAIL) CAST IRON,LOCKINC3COVER CAST IRON,LOCKING COVER WELL ON PROPERTY TO BE ABANDONED 3. CAST IRON COVERS p PROPOSED GREENHOUSE TOI GRADE TO GRADE SHALL BE DESIGNED FOR H-20 LOADING SECTION A-A FLOOR ELEV:24.0 (E)GRADE ELEV:23.5 (E)GRADE ELEV:23.5 (E)GRADE ELEV:23.5 f 4'JAX 1500 GALLON SEPTIC TANK OP V: 184 Proposed Sanitary Plan 4"DSDR-352% ®®®®®®®®®®® SCALE: NTS INLET IE:21. SEWER IE:22.0 SLOPE MIN OUTLET IE:21. 4"D SDR-35 ®®®®®®®®®® LF 01'/ ®®®®®®®®®®® _ 4"CAST IRON PIPE EXTENDIN MIN SLOPE 0. ON THROUGH FOUNDATION SEPTIC TANK ®®®®®®®®®® ®®®®®®®®®®® 4180 NEW S UFFOLK AVE EFFLUENT LINE SHALL ENTER THE RING AS HIGH ®®®®®®®®®® 1'MI AS POSSIBLE WHILE MAINTAININ ®®®®®®®®®®®1%MIN SLOPE(IE:20.84) MATTITUCIK NY 11952 ®®®®®®®®®®® ®®®®®®®®®®® ®®®®®®®22120®® 81 MI I ®®®®®®®®®®® HEET NO: DRAWN BY: REV: DATE: SYSTEM SECTION - PROPOSED GREEN HOUSE NO GROUND WATER ENCOUNTERED TO)21.0' BELOW GRADE ®®®®®®®®®®® R.J.W _ INDOORS OUTDOORS SCALE: NTS BOTTOM ELEV:9.17 6-29-26 HOUSE POWER OWT CONTROL PANEL (1) 8'X12'PRECAST LEACHING POOL CHECKED BY: PANEL IN NEMA 4X ENCLOSURE GR UGND M.T. 1 N 4 2 3 7 5 s G CONNECT TO BUILDING SEWE ISSUE DATE: PROVIDE(2)20AMP 1-POLE NO FIELD CLEAN OUT C �2 R TO BE 12-22-25 20 PVC CON UI SCH 1#12 1#12 (SEE DETAIL) MANHOLE COVER TO BE MANHOLE COVER TO BE HEAVY DUTY H 0 MANHOLE LOADING CIRCUIT BREAKER IN HOUSE- CONNECTION POWER PANEL 20A 80 PVC CONDUIT #12s _ HEAVY DUTY H-20 LOADING SCALE: HEAVY DUTY H-20 LOADING CAST IRON, COVER 20A PROPOSED BARN CAST IRON,LOCKING COVER CAST IRON,LOCKING COVER TO GRADE 2 1a 1#12 2#12 TO GRADE AS NOT #12G #12G TO GRADE FLOOR ELEV:24.0 (E)GRADE ELEV:23.5 (E)GRADE ELEV:23.5 (E)GRADE ELEV:23.5 DUPLEX RECEPTACLE INSTALLED L 4' AX IN WP AIR OP ELEV:21. 0 M ark T h a c k r a h WEATHERPROOF ENCLOSURE COMP RE ^ �r 4"DSDR-352% ®®®®®®®®®®® INLET IE:21. INLET IE:20. ® NOTES SEWER IE:22.0 SLOPE MIN OUTLET IE:;21. OUTLET IE:20.4 4"D SDR 35 ®®®ON®®ON®®®® Arch i t e c t u re 1.PROTECT ALL ABOVE GRADE WIRING 4"CAST IRON PIPE EXTENDIN MIN SLOPE 0.01'/LF ®®®® W/MIN SCH 80 PVC CONDUIT 0 THROUGH FOUNDATION GREASE TR6AP SEPTIC TANK MM®®®®®®®®®® PO BOX 2892 G3�o [ uWC9� ®® 03105 ®®®®®®®®® M PUMP "Ill MIN EFFLUENT LINE SHALL ENTER THE RING AS HIGH ®®®®®®®®®®® SAG HARBOR NY11963 JUL 2 3 2�z6 ALARM FLOAT FLOAT AS POSSIBLE WHILE MAINTAININ ® SWITCHEFFLUENT PUMP SWITCH 1%MIN SLOPE(IE:20.30 ® on on on on on on on ON 05 22; ®®®®®®®®®®® SOUTHOLD TOWN 81 MI ®®®®®®®®®®® PLANNING BOARD ®®®®®®®®®®® e SINGLE LINE DIAGRAM NO GROUND WATER ENCOUNTERED TO211,0' BELOW GRADE ®®®®®®®®®®® a J" / +,,' SCALE: NTS SYSTEM SECTION - PROPOSED BARN ®®®®®®®®®®® BRJDGV�j ..-. .I °t SCALE: NTS BOTTOM ELEV:8.63 Environmental Services (1) 81X12'PRECAST LEACHING POOL SITE INFORMATION 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 TOWN OF SOUTHOLD Installation Guidance FujiCleain units with HS20 Loading Precast Rings & Lids SCTM: 1000-115-10-1.1OVERALL LOT SIZE 620,730 SF(14.25 ACRES) RESERVE DEVELOPEMENT AREA: 89,280 SQFT PROPOSED SEPTIC SYSTEM 1 . Make sure that the ring diameter ordeired are the proper sizing for the FujiClean unit being 17. Finally, if there are no issues with the FujiClean unit the precast cover can be set on the rings (1)PROPOSED 2 STORY RESIDENCE installed. CEN 5 & CEN 7 units utilize 10' diameter rings as a minimum, CEN 10 units utilize 12' and finish heigh verified as correct. (1) PROPOSED GREEN HOUSES ACCESSORY BLDG (1 BED) (1) PROPOSED BARN rings at a minimum. Additionally, make sure that the rings and covers are SCDHS approved for 18. Final verification of all heights inside and outside the rings can be obtained and the project your project. proceed to finish and final grading. PROPOSED SANITARY SYSTEMS 2. Excavation should be an over dig of the overall ring diameter by a minimum of 18" and not more HOUSE AND BARN SANITARY than 36, soil and site conditions beinlg favorable. If the engineered designed and approved plan It should be once again noted that this FujiClean USA best recommended practice for such installations, (1) 4' DIA JUNCTION MANHOLE conditions and procedures may vary due to site conditions, materials available, and acceptable (1) FUJI CLEAN CEN 7 TANK INSIDE 10' DIA CONCRETE PRECAST DRAINAGE RING call for more, or site conditions warrant a larger excavation then such situations shall take (1) 8' x 16' PRECAST CONCRETE LEACHING POOL precedent. installation & safety practices already approved or in place. Engineering guidance and SCDHS approvals (1) 8' x 16' PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) 3. Excavation depth should be a minimum of 6" additional from top of ring covers at final finish would supersede our recommendations and should be sought and considered as part of any installation. BARN KITCHEN AND GREEN HOUSES grade, to bottom of overall depth and no more than 12". This is provided suitable stable ground (1) 1500 GALLON GREASE TRAP is found at such depths. If the engineered designed and approved plan calls for more, or site (1) 1500 GALLON SEPTIC TANK conditions warrant a deeper excavatiion then such situations shall take precedent. (1) 8' x 12' PRECAST CONCRETE LEACHING POOL 4. Suitable shoring or approved methods shall be followed to always ensure the safety of all (1) 8' x 12' PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) workers and jobsite personnel, especially in such excavation activities. 5. A compacted base material shall be used for leveling and readying the excavation for the GENERAL NOTES TANK TO BE INSTALLED AS PER MANUFACTURES placement of the first precast ring. Compaction should be utilized and leveling should be within GUIDANCE SEE; INSTALLATION NOTES - THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND DURING a Y4" overall in all directions. Suitable materials can be but are not limited to sand, screenings, '- 3" SYSTEM START UP. suitable NYDOT stone materials, native bank run, or other compactable materials meeting engineer& SCHDS approval. Compaction should be at least to an 85% proctor density on up to -AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE 95% if achievable, and should be by mechanical means such as Rammex, Viberplate, Jumping E 7 MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS Jack Tamper, Hoe Ram, or other suitable acceptable method. - THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY 6. The base course ring :shall be situated) in a level position not deviating more than Y4" in any 41-81 11 o THE MFGR PRIOR TO ARRIVAL AT THE SITE. direction once final placement has been established. Ring positioning is critical as placement of the FujiClean unit will depend upon proper positioning. It is recommended that any critical A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP measurements or final inlet and outlet positions be carefully considered before placement in HEIGHT IS ADJUSTABLE FOR INLET AND OUTLET R580060.00' OUTSIDE EDGE OF PRECAST RING {TYP) - THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING 13 the excavation of the first ring. PROVIDED FROM FINISH GRADE TO TOP — DOCUMENTS PROVIDED BY THE DESIGN ENGINEER. 7. Additional rings can be stacked until final height has been achieved but prior to setting of any OF FUJICLEAN UNIT IS NO MORE THAN 30" - EV INVERT EL lids or covers. The use of butyl mastic sealant is not required between layers but can be helpful ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM to seal layers together, this is at the installer's discretion or engineers' direction and maybe 29.29• 26.-rr 32.85• 31.09• ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY _ 10 DIA. X 10 THICK TRAFFIC RATED DISCREPANCIES. called for on the approved design. It its recommended that all rings be set in place prior to AFUJICLEAN CEN 5 TOP SLAB placement of the Fuji Clean unit to miinimize the likelihood of any damage to the unit but this is FINISH GRADE APPROVED UNDER — - CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF entirely under the installers discretion to do so. 30. �:, : I ,.;;.rr SCDHS NS-003 SEE NOTE #17 CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY 8. Once rings are set anybedding materiial for the selected FujiClean unit can be placed and TOP OF FUJ UNIT 9• MIN. DISCREPANCIES. compacted, measurements should be checked, and the base should not be deviating more than " - THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE 1/8" in any direction. Compaction should be at least to an 85% proctor density on up to 95% if a 99'00• H2O 24 CAST IRON ENGINEER AND SCDHS. MANHOLE & COVERS TO GRADE (3TYP) — Vibe late, Jumping Jack 10' DIAMETER CONCRETE PRECAST DRAINAGE RING. •.' THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND achievable, and should be by mechanical means such as Rammex, Viberplate, J p• g . Tamper, Hoe Ram, or other suitable acceptable method. Suitable materials can be but are not AS PREVIOUSLY' APPROVED BY SCDHS. �� SEE NOTES 6,7,19 {, UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED limited to sand, screenings, suitable NYDOT stone materials, native bank run, or other THROUGHOUT THE PROJECT PER PREVALENT CODE. compactable materials meeting engirneer & SCHDS approval. "TANK POSITIONING MEASUREMENTS" - CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE 9. Placement of the FujiClean unit within -the rings should be done carefully so as not to rub the (MEASUREMENTS ARE FROM OUTSUDE OF PRECAST RING) , unit on the inside wail's of the concrete rings. This should be done by suitable lifting means that "A" OUTSIDE TO TANK FACE 10.13" COUNTY AND LOCAL SAFETY CODES."C" OUTSIDE TO TANK FACE 11.31" utilizes the (4) lifting lugs on the Fuji Clean unit, that lifts and sets the unit level to avoid any "B" OUTSIDE TO TANK EDGE 1.31" FUJICLEAN CEN 7 TANK - OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY (36 IN. damage. TO BE INSTALLED AS BELOW GRADE, 12 IN. LIFTS MAX) 10. Placement and orientation of the unit is critical, inlet and outlet as well as overall unit height are "D" OUTSIDE TO TANK EDGE 31.80" 8" DIAMETER KNOCK OUT {TYIP 2) PER NOTES 9,10,11,12,13 - all set at this time and should be checked at various times throughout the process from here on ONE EACH INLET & OU•TLET OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND ORSEE NOTIE 16 DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. to ensure no movement of the unit that will affect final installation hook ups. 11. Water should be introduced into the uinit in a manner consistent with the FujiClean Installation --- -ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 3/41, SCH manual to a depth of approximately 12" in all three compartments. This will serve as to set the 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. unit in place and detect any defect should one have occurred during transport or handling. ALL 18"AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE 12. After the unit has been set and settled and no problems encountered, we encourage that a POLYLOK OR TUF-TITS. good check of orientation and measuirements be once again obtained and verified. INLET AND OUTLET PIPING SHOULD BE FIRMLY BEDDED 13. Now the backfilling process can begin, make sure that the lids are on the FujiClean unit while ON THE INSIDE AND OUTSIDE OF THE RING TO - OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. N7 ix any materials are being handled overhead, they will need to be periodically removed and PREVENT SAGGING, PLACEMENT OF PIPING ON THE j . L. 71 OUTLET INLET - THERE ARE NO KNOW WELLS WITHIN 150' OF SUBJECT PROPERTY replaced as the unit is filled with water to match backfill levels. RING PENETRATION FLOOR IS PERMITTED IF 4' 11 5' 1" WELL ON PROPERTY TO BE ABANDONED NECESSARY ; 14. The backfilling process is three separate sections, tank filling, inside ring, and outside ring and it SUITABLE BACKFILL MATERIAL is best if all three are accomplished in unison. We recommend lifts of 12" and no more that 16" SEE NOTES 14,15 , in this way appropriate compaction can be achieved. The preferred method is to place via 17 machine and hand level via shovel and laborer the material first around the unit inside the ring, then place a similar IE�vel outside the iring, and then fill the tank to the same level with water. SUITABLE LEVEL AND COMPACTED SUBGRADE Proposed Sanitary Plan After all the levels arE! achieved compaction should take place. Care and discretion must be SEE NOTES 3, 4, 5, 8 observed inside the ring and around the FujiClean unit so as not to disturb the unit's height or orientation or cause clamage to the unit. Approved suitable backfill materials should be used, 4180 NEW SU FFOLK AVE again inside the ring we do not want any materials that might damage the unit but will supply MATTITUCK, NY 11952 adequate stabilization for the unit inside the rinl9side the ring we do not have too heavily compact just ensure good stabilization so the unity will not move or shift throughout its lifespan. Outside the ring good proctor density of about 85-95% should be the goal so that traffic will not SCALE: HEET NO: DRAWN BY: REV: DATE: affect the rings or settlement will occur. Outside the ring suitable materials can be but are not 10 DIA PRECAST DRAINAGE RING WITH NONE R J W 1 6-29-26 limited to sand, screenings, suitable MYDOT stone materials, native bank run, or other FUJI DATE: j TM CHECKED BY: compactable materials meeting engineer & SCHDS approval. Outside the rings compaction CLEAN CEN 7 12 2 2 iClean M.T. �� DRAWN BY: ..... USA methods should be bar mechanical means such as Rammex, Viberplate, Jumping Jack Tamper, ZQ� H-20 CAST IRON LIDS AND RINGS Toward Clean Water... C � 3 ISSUE DATE: Hoe Ram, or other suitable acceptable method. FCU 12-22-25 15. The backfilling process should continue in this manner until operational mechanical levels are SCALE: obtained, inlet, outlet, airline and float, electrical. At this point all piping and mechanical should AS NOTED be hooked into the FujiClean unit and tested & inspected prior to any more backfilling. Doing so ensures proper operation of the FujiClean unit and will avoid any headaches down the road when things are not so readily accessible. M a r k T h a c k r a h 16. Upon successful instaillation, testing & inspection, backfilling, and compaction can again commence until desired levels are achieved in accordance with the plan as designed, approved, Arch i t e c t u re and permitted. Extra care should be uitilized when filling or compacting around pipes or conduit SAG HARBOR NY 11963 EPSLANN ��Dso as not to amage t em in anyway. PO BOX 2892 2026TOWNOARD Environmental Services FIGURE I I SITE INFORMATION 10'-0"� 4180 NEW SUFFOLK AVE DESIGN NOTES CONCRETE ACCESS/JUNCTION MANHOLE MATTITUCK, NY 11952 2'-51 " 2'-23" 2'-8�" 2'-7�" AS PROVIDED BY EOR: SO WN OF00SOU5H 0 1D1 4 4 8 8 OPENINGS 1 . DESIGN IN ACCORDANCE WITH ASTM OVERALL LOT SIZE 620,730 SF(14.25 ACRES) C-478 FOR HS-20 LOADING. RESERVE DEVELOPEMENT AREA: 89,280 SQFT (2) 4'-6" STRAIGHT ASSUMPTIONS: (TO BE VERIFIED BY EO PROPOSED SEPTIC SYSTEM #5 @12"0C #4 TRIM BARS & 1 . EARTH COVER = 0' — 2' (1)PROPOSED 2 STORY RESIDENCE (2) BENT TRIM (1) PROPOSED GREEN HOUSES ACCESSORY BLDG (1 BED) BARS, SEE DETAIL 2. UNIT WEIGHT OF SOIL = 120 PCF (1) PROPOSED BARN (NOTE 2) 3. BAR COVER = 2" U.N.O. I PROPOSED SANITARY SYSTEMS 4. f'C @ 28 DAYS = 4,000 PSI (MIN.) tia �,� s HOUSE AND BARN SANITARY 5. REINFORCEMENT = �,.-- �— (1) 4' DIA JUNCTION MANHOLE (1) FUJI CLEAN CEN 7 TANK INSIDE 10' DIA CONCRETE PRECAST DRAINAGE RING BAR PER ASTM A615, GRADE 60 ; (1) 8'x 16' PRECAST CONCRETE LEACHING POOL WWR PER ASTM A1064 GRADE 65 ` COVED MANHOLE (1) 8' x 16 PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) BARN KITCHEN AND GREEN HOUSES (1) 1500 GALLON GREASE TRAP (1) 1500 GALLON SEPTIC TANK GENERAL NOTES : (1) 8' x 12' PRECAST CONCRETE LEACHING POOL (1) 8 x 12 PRECAST CONCRETE LEACHING POOL (FUTURE EXPANSION) 1 . PROVIDE ADDITIONAL REINFORCING ADnJSTABLELOCKINOTYPE"F" AROUND OPENINGS EQUAL TO THE BARS CAST IRON FRAME AND DINS (P'IR'OE WATER TIGHT ANDINSECC GENERAL NOTES INTERRUPTED, HALF EACH SIDE. OO cal ADDITIONAL BARS TO BE IN THE SAME 2,� �, - THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND DURING T MAX SYSTEM START UP. PLANE. TTpMEETAAgHTO-H20 -AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE ING 30"�s � 2. TRIM OPENINGS WITH DIAGONAL #4 24"0 24"0 OPENING f� �---r----- MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS OPENING OPENING MAX. C� BARS, EXTEND BARS MINIMUM 12" - THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY 7 MAX. MAX. cO BEYOND OPENINGS, BEND BARS POLYPROPYLENEPS ARE TO CCOATnEnY I/X THE MFGR PRIOR TO ARRIVAL AT THE SITE. AS REQUIRED TO MAINTAIN BAR COVER. STEEL BARS @ 12"O.C. SO WALL 3. THIS IS A REINFORCING SUMMARY, JOINT SEALANT TO HE -A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP �' REFERENCE ADVACED WASTEWATER ALL 1"B JOINTS. - THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING z___�z N DOCUMENTS PROVIDED BY THE DESIGN ENGINEER. SOLUTIONS DRAWINGS FOR; OPENING SIZES QUANTITY, LOCATION AND PROV`MEN0N-SHRRQ=0 ' MAST JOINTSF.ALANT. - INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM OTHER INFORMATION. AT LEASTTHR E-QUARTERS ELEVATIONS PRIOR TO CONSTRUCTION AND, NOTIFY THE DESIGN ENGINEER OF ANY AT LEAST THREE-QUARTERS """"' �4. LIFTING AND HANDLING BY OTHERS. OF THE DIAMETER OF THE PEPS CAST IN PLACE FLEXIDLE DISCREPANCIES. !" STAR4LESSSTEEEELS�TatAPS - CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF T OR CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY F MMLERUBBERHOOT. DISCREPANCIES. ALP LIFTING PIN - THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE ANCHORS 0 R EQ. I. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M. C-478,LATEST REVISION ENGINEER AND SCDHS. AD D'L R E I N F. (LPA4T512 G — 4 TO N x 5Y2") 1 " STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. - THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND E GENERAL 2.MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4'HEIGHTS,AS REQUIRED. UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED NOTE 1 (TYP.) 1 „ CLR. 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. THROUGHOUT THE PROJECT PER PREVALENT CODE. (4) BENT TRIM BARS (NOTE 2) MIN. 4.ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. 2'-3" 2'-3" CLR. 5. OUTLET PIPE TO BE SET 0.1'MIl3:aVI[JM BELOW INLET PIPES. - CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, (2) 4'-0" STRAIGHT 11011 MIN. 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) COUNTY AND LOCAL SAFETY CODES. #4 TRIM BARS & PLAN VIEW TOP SLAB SMALL BE NO GREATER THAN 2 FEET. - OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY (36 IN. (2) BENT #4 TRIM BELOW GRADE, 12 IN. LIFTS MAX) BARS, SEE DETAIL (BOTTOM MAT SHOWN, TOP MAT 44 — W4/W4) JUNCTION MANHOLE - OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR (NOTE 2) SCALE: NTS DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. DETAIL A -ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 3/4" SCH 10'-0" 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. -ALL 18"AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE 57" POLYLOK OR TUF-TITE. 23„ 8 4 D ET. A - OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. DET. B -THERE ARE NO KNOW WELLS WITHIN 150' OF SUBJECT PROPERTY 1 » 1 „ WELL ON PROPERTY TO BE ABANDONED 1 _54 2,_0r, 2,_0►► 2,_6" 1 _48 138„ OPENING OPENING OPENING• • � � � �• •� � Proposed Sanitary Plan #5 @12"0C #6 @7"0C 4X4 — W4/W4 4180 NEW SUFFOLK AVE MATTITUCK, NY 11952 D ETAI L B TYPICAL REINFORCING SECTION HEET NO: DRAWN BY: REV: DATE: R.J.W 55„ (BAR COVER 2" U.N.O.) CHECKED BY: 1 6-29-26 2 —18 M.T. PREPARED FOR: �4ISSUE DATE: 12-22-25 fi t SCALE: AS NOTED L')10o j 1 VCE 1 /19/23 ADDED DETAILS Fu Oean U-SN lbmard Chan Wa I Cr... N REV.NO. DATE REVISION M ark T h a c k r a h PREPARED BY: DATE: 1/1 2/23 SHEET TITLE: SUMMARY DRWN BY: GAS Arch i t e c t u re I SCALE: N.T.S. DRAWING CKD BY: PROJECT: 92 CEN 5 8C CEN 7,Di- SAG HARBOR BOX BNY 11963 PRECAST �� JUL 2 3 2026 SPECIALTY PRECAST CONCRETE ^ENGINEERS COVER SLABS - 10 -0 0. D . A pSOUTHOLD TOWN LANN NG BO RD BENT TRIM BAR DETAIL 860 H(PE j ROAD, INDWELL, (607)2310 6650-1564 CONTRACTOR: DWG. I.D. RS-01 BRID PHONE 607 231 -6600 FAX DELTA PROJ. NO.: sHT. No. Environmental Services 2023.030.001 1 OF 1 I I I I I I I I I pWELa�WptER) N5E pWE��wA ) par (USES PU — _ goor .—'' gg7.23' •39a I 45' o - GREwA m O ESE •—' ��I w �' ro o USES — s OF m'gy WELLING ZFR) 7g6 71 I LL t ra> r- (U PUBS wn — —.•—' AVENUE //IS1,� Z _ SUFF0�K I i — — NF-Ir. WAS pWE 8�wA�) I I 4b I (USA yor,. 200, _ • W 1 o if — 22.57 S 7800�30 _w ——J19 � � �- AsrwtLr 7.8- —I—1g5 9 � S 6 . \ AREA #2 3 \ —— r r j �F 1g11.43 36S 8 . ROADWAY ASPMALT T5+K. r B 113 SQ.FT. CN3383' \ y I / / � I ` RESERVE/DEVELOPMENT ��' CWR� N AREA #1A o, \ 89,281 Sq. Feet 2.05 Acres r vof \. y O \ 1 \ 10a. , / / O o y LL drrn AREA #2 c / 1 N i m s �Q \. Lu 426,778 s.f. or 9.80 acres i' 01 �j'�'F ' i 3 J \ TAX No. 1000- 1 15- 10-01 CO. / -4 1 kya" rn E mmr.BASEMENT ca �p F � Q •• TOWN OF SOUTHOLD �•• �` `° I N6 W \ DEVELOPMENT RIGHTS EASEMENT AREA 1 �'' I °70 5� o \ \ 426,775 S.F. �.r '.• 5 .B . \ .p:::::y�� 51EP5 O i r O,� 1 1V I �ri l0��N1 3 1 o 10 VE UNE it 320 86'40'20" B �— Q b4.64' \ .52, 85.12' N 86.4�',20 N g7.20 \� \ trtDM v ae rezfr000-115-10-02 200 LAND N/F OF RESERVE/DEVELOPMENT AREA #1B DOUGLAS d;LSSLNRTRSCE \ \ PROPOSED 35' WIDE ACCESS 1 25,967 S.F. \� AREA #2 AG. STRUCTURE AREA \ \ 104486 Sq. Feet 2.40 Acres I / S. 35' • I �o S+x EA 00 \ ••\ •—' 10�1 O \ / 10 \ ESQ• n O \ N WL \ \ \ d 100' \ � w 7 \N� \ o 2S •tv t c37, 3 A \' �. Y0N• 'nav RESERVE/\EVELOPMENT AREA #1 B 76,47�top IS- 0 \ �o N 405.07 O rosy X�� 0 m 10, WIDE\ACCESS RESERVE/DEVELOPMENT AREA #1B X \ 8 SyzezOAW 2,022 S.F. 35' WIDE ACCESS OAS,IA T- -� GRp`VEL DRIVEWAY w 440.77 • N AREA OF MOWED .. s 1.1's •` �� 39,?0~ W ZOe89' ............... - - - O _ 280=1.r^-IroR. rt4Rr .. • .� G p��NT _.. ..Mo►� — — Y�� (USEStR �was) RIOT 0cr Q ZONE 4 eaN srx 16 WOT°r IN � k x WPUA Niv) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL cyPAW S 7�47,10• W /�. ���D�s�DDiiysr (USES LOCA110NS SHOWN ARE FROM FIELD OBSERVA710NS �- sew AND OR DATA OBTAINED FROM OTHER. RESERVE/DEVELOPMENT AREA #1 B DW �3 97• pW usuc wAiv) EXISTING 10' WIDE PORTION (�� /'U@V/C G spx $� eeN (USE' PUS MAPUNAUNOT�BEARING THE L 7ERA LAND SURVEYOR' EM OR ADD17701V To BOSSED EA/S A SHALL NOT BE CONSIDERED 209 Or HEREONB 7VAL/DNEW IRUE CONY. GUARANTEES/ND/GATED COPIES HEREON SHALL RUN OF EXISTING 20' RIGHT OF WAY WA To?) ►tp ONLY 70 THE PERSON FAR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON 2,374 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS71TU710N, GUARANTEES ARE NOT 1RANSFERABLE. CENIpw_ N THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC7/ON OF FENCES ADD17/ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS •4N� AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY OF Nfp• CERTIFIED TO: DHC LAND LLC• 50 0 25 50 100 200 SURVEY OR DESCRIBED PROPERTY �V- \N 01,• k.0 o:�•., SITUATED AT: MATTITUCK TowN oF:SOUTHOLD + a o SUFFOLK COUNTY, NEW YORK '�ti J�S' 0 2 KENNETH M WOYCHUX LAND SURVEYING, PLLC 5086 4 FL ` Professional Land Surveying and Design FILE #14-62 SCALE 1 =50' DAB SEPT. 1, 2025 "'`•' P.O. Boa 153 Aquebogue, New York 11931 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 JUL 2 3 2026 SOUTHOLD TOWN PLANNING BOARD 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 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" ALEDS4TY/7PR FLOM"" Pro e t: ......�,�,o. r ar Date: ,,...... „ rr.n xrir rrrr, .r. m „ ..........r Driver Info LED Info Type Constant Current Wags 8OW 120V 0.67A Color Temp 300OK(Warm) 208V 0.40A Color 82 CRi Color:Bronze Weight:112 Ibs 240V 0.34A Accuracy 277V 0.30A L70 100,000 Hours Input Watts 81�1/57,,2/40,4W Lifespan Lumens 10,172/7,517/5,468Im Efficacy 125.4/131,4/135.3 irn/W Technical Specifications Field Adjustability DIX Listed: Color Uniformityd: Field Adjustable(Wattage): This product family is iisted with the DesignLights RAR'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/40W(factory default 8O ) may carry either a DLC Standard or DLC Premium (SSL)Products,ANSI C78.377-2017,. qualification.Please refer to the individual product Compliance specification sheet or the DLC Qualified Products List Electrical (QPL,)at.r t rAL g,(.q to confirm the qualification Driver: UL Listed: status of a specific�SKU prior to�specification or Suitable for wet locations 40W:Constant Current,Class 2,120-277V,50/60 Hz, purchase. 120V:0,34A,208V:0,20A,240V:0,17A,2771/:0,15A IP dating: LUNA: Ingress protection rating of iP66 for dust aid water This Constant Current,Class 2,120-277'J,50/60 Hz, This product has received the Design Lights 120V:0.5+0A,208V:0.30A,240V:0.25A,277V:0,2.2A Consortium's LUNA listing.Designed to meet LUNA IESNA LM-79&LPG-80Testing: 5.1 requirements- SOW:Constant Current,Class 2,120-277'V,50/60 Hz, RA'R LED luminaires and LED components have been LUNA'Product Code: -FMQH 1 N 120V:0.67A,208V:0.40A,2.40y/:0.34A,277V:0,30A tested by an independent laboratory in accordance with IESNA LM-79 and LM-80,, LED Characteristics Dimming Driver: Dark Sky Conformance: LEDs: Driver includes dimming control wiring for 0-1 OV Clark Sky Approved in 3000K,,Conforms to(allows for Long-life,high-efficacy,discrete,sui-face-mount dimming systems..Requires separate 0-1 OV DC conformance to)the IDA's fully shielding LEDs dimming circuit,,Dims down to I O�/o. requirement,emitting no light above 90 degrees (with the exclusion of incidental light reflecting front Color Consistency: ThlC3: future housing,mounts,and pole. ?-step fviacAdam Ellipse binning to achieve 2,32°t�at 120V,7.28°!v at 277V consistent future-to-fixture color Light Usage for Night Applications: Power Factor. This product has received the Design Lights Color Stability: 99.9%at 120V,96.5'%at 277V Consortium's LUNA listing for 3000K Models,, LED color temperature is►,rvarrantied 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 Cade:S-FMQHI N Line to Line:10 kV Line to Ground:6 kV Need help?Tech help line:( )722-1000 Email:techsupport@rablighting.com Website:ra blighting.com Copyright Z 2026 FEAR Lighting All Rights Reserved dote:Specifications are subject to change at anytime without notice Page 1 of 3 In ALEDS4TY/7PR GreenTechnical Specifications(continued) 7-Pin Receptacle: ANSI C 136.41 -pin receptacle,compatible with Mercury and UV free,Rol-IS-compliant components wireless control systems Installation �e _"... .. .......... Performance Universal mounting arM compatible for hole spacing 1 ,000-Hour LED lif span based on IESIm-80 results patterns from 1"to 5 1/7"center to center,R Und and T - 1 calculations Rile adapter plate included as a standard,,Easy silicl and loch to mount fixture with ease. Wattage Equivalency: Equivalent to 2SOW metal Halide Other r No-Compromise Optical R R warrants that our LED products will be free from IES Classification: defects in materials and workmanship hi for a period of The Type IV distribution is especially suited for ten(10)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 illuurninating the perimeter of parking areas.It stability,driver performance and fixture finish.R R"s produces a snrnicircuular distribution with essentially warranty is subject to all terms and conditions found the same candlepower at lateral angles from 'to at raf 7 ", BUG Rating: 8OW:B 1 IJ'O 4 Z9'M16 a 1 O Ar..d di... Construction Starting:Cold Weather The minimum starting temperature is-4 "F(-4 ° Temperature:Ambient Max Pow nr°T rnip,Rating:1 4'F(40'C) Middle Power T rrip Rating,5 ' (1:5'rfl Low P'o wd r'l" mp Rating:5 " (1:7F) Die-cast aluminum Reflector. @u minurn reflector with white p lycarbonate Vibration Rating: 3G vibration rating per ANSI C136 1 ProjectedEffecive r t 7 Fixtures at 90':0.54 7 Fixtures at 1 g":0.7 5 Fixtures at gg':0,9 4 Fixtures at 90 , High-temperature silicone gaskets Finish: Formulated for high durability and long-lasting color Need help?Tech help line: 722-1000 Email:t r li tlrt . Jbsit ;rablighting.com Copyright Q2026RAB Fighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Rage 2 of iA ALEDS4TY/7PR Dimensions Features -1 Off/durr maHe standard I P Rated 1 ,000-Dour LLD l ffespan -"dear$No-Compromise Warranty ra «.. wz,i.Wln iYn'w�ww.»rrv»rr°;e •^... Fv nrvn'n'n'n'nnmmrva,➢.wwiw v wmtfiw Ia, r Ordering Matrix Family Housing Size Distribution Mounting Color Temp Finish Driver Options ALE Medium(1.5 / 0 / wl... pe II Blank=U n ive rsa l Blank=5000K Blank Blank=120-277V, Blank=No Option Large( // //13T=Type III Pose Mount nt of Bronze 0-1 Off'Dimming "Pin Twistlock XL Extra large 4T=Type Ill SIF=Slipfitter Y=3000Khate =48OV, -1 Off" Receptacle ( / 4 / /) ST=Type V WM=WaH Mount Warm' B=Black � ing Wa ttsto pper, Small( , a/ / /) AT=Auto Dealership N=4000Ktt leas Optic Neutral r="utttrpper, 0Mft lens' Odrksky approved in 3000K,,available onlyon Smallandli4edium fixturE.,,s '480V available only on Medium,Large&Fears Large fixtures Watt5topper option available only On Large&E)(traLarge fixture. Need help?Tech help Hniea Email: s e lte: t:..: p O ht;;D 2026 R R Lighting All Rights Reserved Note-,SpecIfications are subject to charge at any time without notice Re 3 of a x ALEDS2TY/7PR r ............... Typ ...... ..................... ........... ' ir~ re'd y" Date: J ...m ...aaq%" ®,a, Driver Info LED Info Type Constant Current Watts 80W 120V 0.67A Color Temp 3000K(Warm) 208V 0,40A Color 82 CRI Color:Bronze Weight:13,2 lbs 240V 034A Accuracy 277V 030A L70 Lifespan 100,000 Hours Input Watts 80.,,9/57/40,,3W Lumens 10,181/7,523/S,472 Im Efficacy 125.8/132/13S,,8Irn/W Technical Specifications Field A►djustabillty DLC Listed: Color Uniformity: Field�►d..... CSC � tt gr�. This product family is listed with the DesignLights RAR's range of Correlated Color Temperature follows Field adjustable light output in 3 discrete steps; Consortium(DLC),Individual SKLIs within this family the guidelines of the American National Standard for Small Housing:80W/60W/40W(factory default 80W) may carry either a DLC Standard or DLC Premium (S'SL)Products,ANSI C78 377-2017, qualification.Please refer to the individual product li r1 specification sheet car the DLC Quaiified Products List Electrical CompPLC a �m,� fi SKL1 prior fir status of a specific ��� to con the qualification C��iv+�r. U L Listed: � �� ^��r � p p c to specification or 40W:Constant Current,Class 2,120-277V,50/�60 Hz, Suitable for wet locations purchase. 120V:0.34A,208V;0.20A,240V:0.,17A,277V:0,15A IE'Rating: LUNA: Ingress protection rating of IP66 for dust and water +60W:Constant Current,Class 2,120-277V,50/60 Hz, This product has received the Design Lights 120V:0.50A,208V:0.30A,240V:0.25A,277V:0„22A Consortium's LUNA listing,,Designed to meet LUNA IE I LM-79&LIB-80 Testing: 5.1 requirements,, 80W;Constant Current,Class 2,120-277V,50/60 Hz, RAR LED luminaires and LED components have been LUNA Product Code:S-.1FP8DL 120V:0,67A,208V;0,40AP 240V:0.34A,277V:0.30A tested by an independent laboratory in accordance with IESNA LM-79 and L i-'80,, LED Characteristics Dimming Driver. Dark Sky Conformance: LEDs: Driver includes dimming control wiring for 0-10V Dark.Sky Approved in 3000K,Conforms to(allows for Lang-life,high-efficacy,discrete,surface-mount dimming systems.Requires separate 0-10V DC LEDs dimming circuit."Dims dawn to 10'���k Conformance toy the IDA's fully shielding requirement,emitting no light above 90 degrees (with the exclusion of incidental light reflecting feorrr Color Consistency: �H�` fixture housing,mounts,and pole, 7-step acAdarrr Ellipse binning to achieve 2.06°rc�at 120V,?,+680�r�at 277V consistent fiXture-to-fixture color Light Usage for Night Applications: Power Factor: This product has received the Design Lights Color Stability: 99.9'%at 120V,96.4%at 277V Consortium's LUNA,listing for 3000K Models. LED color temperature is warrantied to Shift no more Designed to rneet LUNA 5:,1 requirements., than 200K in color temperature over a 5-year period Surge Protection: LUNA Product Cade:S-JFP8DL Line to Line:10 kV Line to Ground:6 kV Need help?Tech help Iine:(8 )722-1OOD Email:techsupport rabiighting.+comr Website:rabriighting.om Copyright 2026 RAP Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 1 of 3 ry A►LEDS2TY/7PR Technical Specifications(continued) 7-Pin Receptacle: Green Technology: ANSI C1 36.41 7-pin receptacle,compatible with Mercury and UV free,RodS-compliant components. wireless control systems Installation .................... Performance Mounting: Lifespan: Universal mounting arm compatible for hole spacing 1 00,000-Hou r LED I ifespan based on IESIm-80 results patterns from I"to 5 112"center to center.Round and TM-21 C31CUlations Pole adapter plate included as a standard.Easy slide and lock to mount fixture with ease. Wattage Equivalency: Equivalent to 25OW Metal Halide Other 11 0-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 11 distribution is meant for lighting large ten 0 0)years from the date of delivery to the end areas,located by the roadside.Typically found on user,including coverage of light output,color wide walkways,on ramps,antra ce roadways and stability,driver performance and fixture finish,RAB's bike paths, warranty is subject to all terms and conditions found at at�J r J$"L k! BUG Rating: BOW B2 UO G1 60W:B2 UO G1 40W:B2 UO G1 Construction Cold Weather Starting: The minimum starting temperature is-40'F(-40'Q Ain bient Ternpendtu re: Max PowerTemp R&Ong-104'F(40'sC) Middle Pow er'Fernp Rating-52"'C(I 25*F') Low,Power Te mi p Rating:5 S'C(1371') Housing: De­cast allurninum Reflector. Aluminum reflector with white polycarbonate Vibration Rating: 3G vibration rating per ANSI C1 3631 EffOctive Projected Area 1 Fixture.-0.35 2 Fixtures at 900.o,,54 2 Fixtures at 180'0.7 3 Fixtures at 90c:0,9 4 Fixtures 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 1-1�)2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 2 of 3 ALEDS27Y/7PR Dimensions Features .1 `m i mTm rrmablm sis n r im rm ft6 Rated 10 0, 1 10-p--iour iwwE D lif p a n 1 0--Year,No--Cornprornise Warranty �lafinwnHJdNwwmw. mivivv...... " b Ordering rcr 4 Matrix Family Housing Size Distribution Mounting ColorTemp Finish Driver Options ALED S 2T Y / Medim,.mrr°m 15MA119O ,11 8 Type II Blank=Universal Blank=5000K Blank Blank=12 - \/, Blank=No Option L=ILa rg e( u/22OW''/1 ) 3T=Type III Pole Mount Cool Bronze 0 10\/Dimming prIin Twi tploc Extra La rge 4T=Type IV SF=Slipfitter Y=3000K W=White8 OV, -1 \/ Receptacm e (385W/ 5W/30MA1) 5T=Type V WM=Wall Mount Warm' 8=BlackDimming /WS2=Wattstopper, S=Small(SOW/6 W/40W) AT=Auto Dealership ft lemur Optic Neutral S Wattstopper, lift lens' [)ark sky approved iri, m 01.a gall le only o .1 1 ll and Mediun-1 fl tore:. V a vailable onl l on MerJiurn,Large&,Extra L aqge fixtures 141a ttf,topper option a vailable on ly On La &Fxtra Large fi4yturfas Need help?Tech help lime: Email:t s tl . N it :rablighting.corn Copyright,,,Copyright,,,02026 RABLighting All Rights Reserved Note-,; p ifi tin are subject Lo changet anytime without notice Page Mof3 T, yu R-3P-PCT Prod o �. ®m.. Y d r, i V fl i ti JJ, � r� V 1 Weight:0.2 lbs Technical Specitications Performance ...... ........ Description: 3-Pin twistlock photocell 120-277V Rated Loading: 1000W Tungsten;1800 lA Ballast;8A@120VAC SA@208-2771AC E-ballast Power Consumption: 0.5W Max Construction Finish: Formulated for high durability and long-lasting color Maximum Ambient Temperature: -40"F to 158'F(-40"C to 70"C) IP Level: IP541 IP65/IP67 Need help?Tech help line: 888 722-1000 Email:techsupport@rablighting.cam Website:rablighting.cam Copyright 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 1 of 2 U R-3P-P � i.. Dimensions Features ANSI C136.10 Twist Lock Positive Can/Off Levels LL Fully Customization Available 56:5 Surge Arrester Built-in IR filtered Phototransistor Fail-On/Fail-Off Modes Available UV stabilizedenclosure m Zero-Crass Technology Inside ,u Supports FCC Class A 1 Class C � a 83.5 Need help?Tech help line.(888)722-1000 Email;techsupport@rablighting.com bsite:rabllghting.com Copyright Z 202+6 RAR Lighting All Rights Reserved Note-Specifications are subject to change at anytime without notice Page 2 of 2 PS - 7- D BI n P Type.-, p ................ ........ ..... .................................................................................................. .......... .....................................-J, red 18 Date: 'Y Square steel poles drilled for 2 Area Lights at 180',,Designed for ground mounting.Poles are stacked nationwide for quick shipment.,Protective packaging ensures poles arrive at the job site good as new. Color:Bronze Weight:313.0 lbs Technical Specifications Compliance Wall Thickness: Max EPA's/Max Weights: CSA Listed: 3/16" 70MPH 2T5 ft/830 lb. Suitable for wet locations 8OMPH 19.5 ft/8301b. Shaft Size: 90MPH 13.9 ft/820 lb. Trade Agreements Act Compliant: 51k 1 OOMPH 10,0 ft/820 lb, This product is a product of Cambodia and a 11 OMPH 7.1 ft/81 0 lb, "designated country"end product that complies Hand Hole Dimensions: 120MPH 4,9 ft/81 01b, with the Trade Agreements Act 3"x S" 130MPH 11 ft/81 0 lb, 140MPH 1.8 ft/800 lb. Construction Bolt Circle: 150MPH 0,,7 ft/800 lb Shaft: 11 Other 46,000 p,s,,i.minimum yield. Base Dimension: Terms of Sale: Hand Holes: 1111 Pole Terms of Sale is available Reinforced with grounding lug and i,emovable cover Weight: Base Plates: 313 lbs 36,000 p,s,,i,,miniMLIM yield,, Anchor Bolt: Shipping Protection: Anchor bolt kits are sold separately.Order ABK5- All poles are shipped in individual corrugated BCK-SS 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: a Jji,n e. 20 ft Gauge: 7 Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighting.com Copyright c)2026 RAB Lighting Al I Fights Reserved N ote:Specifications are subject to change at any time without notice Page 1 of 2 PS 07 2OD2 RAS' Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:rablighbing.com Copyright�,,2026 RA B Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 2 of 2 SLIM 1 7F I FRAke t I. Driver Info LED Info Y Type Constant Current Watts 40 � a 120V 0.34A Color 3000/4000/5000K 208V 0„20A Temp Color-Bronze Weight:6.8 Ibs 240V 0,17A Color Accuracy CRI 2771P 0.15A Input Watts 40, L70 100,000 Hours Lifespan W Lifespan Lumens 5,632/6,052/6,032im 138n18/1 52,9/148.17 Efficacy Im/W Technical Specifications Field A�djuistability Performance Surge Protection: uu w Field Adjustable: Lifespan: Color temperature selectable by 3000K,40+00K and i 00,000-Hour LED lifespan based on IESIm-80 results 5000K(factory default 4000K) and TM-21 calculations Cairn to Off. Yes Compliance Wattage Equivalency: UL Listed: Equivalent to 20OW Metal Halide Aux Power Supply: 'Suitabl+e for Wet Locations.Wall Mount Only, Yes LED Characteristics IESNA►LM-79&L -80 Testing: LEDs: Construction RAR LED luminaires and LED components have been Long-life,high-efficiency,surface-mount LEDs 1K Rating: tested by an independent laboratory in accordance IK08 Protected against 5 joules of impact:Equivalent with IESNA L -79 and LM-80. Electrical to the impact of a 3.75 lbs,(1.7kg)mass dropped Driver: from 1 1,8"(300mm)above the impacted surface. IP Rating: Constant Current,Class 1,120-27711,50/60 Hz,1201/: Ingress protection rating of IP65 for dust and water 0.34A,208f:0„20A,240V:0n17A,27711:0.15A Cold Weather Starting: The minimum starting temperature is-40'F(-40'C) DLC Listed: Dimming Driver: This product family is listed with the DesignLights Driver includes dimming control wiring for 0-101C Ambient Temperature: Consortium(DLC).Individual SKLls"within this farnily Max Power Temp Rating:122'F(50°C) dimming systems,..Requires separate 0-101/IBC may carry either a DLC Standard or DLC Prernium dirnming circuit,dims dawn to 10%. diddle 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 i i1r" t,.�d to:to confirm the qualification � �e Housing: 11.17 dc�at 120V,7'.91 r�at 27711 status of a specific SKiJ prior to specification or Precision die-cast aluminurn'housing and door purchaser frame Power Factor. 993%at 120V,,96F8'%at 277V Lens: Photocell: Polycarbonate lens 120-277V selectable photocell that can be turned on and off. Deed help?Tech help line: )722-1000 Email:techsupport@rabi Ig hting.com Website:rabiighting.com Copyright Z 2026 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 1 of 3 w ray SLIM 17FA►F 4i /MV S Technical Specifications(continued) Cut Off. Cut-Off Dimming level: Full cutoff(01 10,20,30,50% Gaskets: Cut-Off Power. High-temr,.)erature silicone Less than 1 W Finish: Daylight Threshold: Formulated for high durability and long-lasting color About.2­5 fc for disabled Green Technology: Sensor Principle: Mercury and UV free,RoHS-compliant components. High Frequency Installation Microwave Frequency. ..................................... ............—--— --------- Mounting: S.BGHz+/-7SMHz Hinged wiring access and conduit entries on the back,sides,top and bottom make installation a snap Microwave Power: <0.2mW Other Max Detiection Range: 5-Year Limited Warranty: 26 ft diameter at 16 ft mounting height The A 5-year,limited warranty covers light output, driver performance and paint finish,RAB's warranty Detection Angle: is subject to all terms and conditions found at: LRwigiii"I'L�W About 30 to 150 degrees Sensor Settings Remo te Control: Adjust settings using rernote control(catalogli Factory Settings: MS131).Only available with 0-1 OV dimming driver Brightness:100% Hold Time:1 Minute Daylight-Disabled Sensitivity-50% Stand-by dimming level-2011/6 Stand-by time I Minute Capacitance Lo 400VA at 120VAC,800VA at 230VAC,I OOOVA at 277VAC Operating Temperature: -40F to 1-1400 F(-20-C to+60"C Relay: Fero-crass relay Maximum Mounting Height: 49.2 ft(1 5M) Custornizable Detection Area: 10,50,75 or I 000/a rime Delay. 5s,30s,1 min,5r-nin,I Oruin,20min,30m n Cut Off Period: Os,1 Os,I min,5min,1 Omin,30r-n in,I hr, i-Level Need help?Tech help line:(888)722-1000 Email,techsupport@rablighting.com Website:rablighting.com Copyright't,'2026 RA B Lighting All Rights Reserved Note—Specifications are si.A'.)Ject to change at any time without notice Page 2 of 3 SLIM17FA►F 4+ /M /S Dimensions Features S e�e c-ta b l e Cam' FuH CUtOff Se�ectaUe on/off photocefl 0-1 OV dirnming,staridard Ordering Matrix Family Style Wattage Color Temp Finish Driver Options SLIM17FA FC 40 /MVS FC=Full cutoff 40=40W Blan k 3 0 0 0/4,01010/5 0001 K Blank=Bronze Blank=120-277V Blank Se�I ecta bl e On/Off Pli otocell 60=60W AdjUstaNe /MVS SeectaUe On/Off PhotoceH 100=100w w/Kcrowave Motion Sensor 120=120W /LCB=Liqhtcloud Mue 1 SO=150W /I.CBS=Lig htcloud Nuevv/PM Sensor /LCB,S/MVS=Lightcbud Nue w/fOVS Sensor Need he��p?Tech hdp fine-(888)722-1000 Email:techsupport@rablighting,.com Website:rablighting.com Copy right,t'.120126RAB Lighting All Rights Reserved Note:Specifications are sub.lectto change atanytime Without notice Page 3 of 3 �J Zvz MAILING ADDRESS: PLANNING BOARD MEMBERS rjf SO(/�� P.O. Box 1179 JAMES H.RICH III Southold, NY 11971 Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR ®� (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 2026 Mr. Anthony M. Portillo AMP Architecture 10200 Main Road, Unit 3A P.O. Box 152 Mattituck, NY 11952 Re: Public Hearing DHC Land LLC Agricultural Building 4180 New Suffolk Avenue, Mattituck S CTM#1000-115.-10-1.1 Dear Mr. Portillo: A Public Hearing was held by the Southold Town Planning Board on Monday, September 14, 2026 regarding the above-referenced application. The Public Hearing was closed, with the record left open for written comment for 30 days, until October 14, 2026. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. espectfully,. James H. Rich III Chairman NEW Department of KATHY HOCH L YORK Governor TAME AgricultureICHA D A. BALL Commissioner September 14, 2026 Denis Noncarrow, Town Clerk F ECc FEE nd/E-�EoD Town of Southold PO Box 1179 "E P 1 ' 120 2G Southold, NY 11971 SouTr-OWTowN PILIANNIN ROAao Re: West Robins Oyster Company LLC I o . — t O Dear Mr. Noncarrow and Members of the Town of Southold Board, It is our understanding that the plans for a shellfish processing and storage facility submitted by West Robins Oyster Company, LLC (WROC, LLC) are under review by the Town of Southold and the Land Preservation Committee. I am writing to respectfully share some information that may be helpful as you review and consider this request. In 2025, WROC, LLC was competitively awarded more than $600,000 through the U.S. Department of Agriculture's (USDA)Resilient Food Systems Infrastructure program administered by the New York State Department of Agriculture and Markets (AGM or Department).The purpose of the grant program is to fund projects that expand statewide capacity and infrastructure for the aggregation, processing, manufacturing, storage, transporting, wholesaling, or distribution of targeted local and regional agricultural food products. Successful projects focused on increasing the supply of New York-sourced food products available in New York and regional markets. Competitive project applications benefited multiple producers and multiple markets. Below are a few key points about the project: • This grant program was highly oversubscribed, with many times more funding requested than available. The project that WROC, LLC submitted met the above criteria, rated high enough on the competitively scored application to be recommended for funding by the USDA, was approved by USDA after an in-depth review of the project and federal environmental considerations, awarded funding, and subsequently, executed a contract with the Department's grant administrator for these funds. • The proposed project at WROC, LLC represents an expansion and modernization of existing agricultural infrastructure, including a new 2,000 square-foot shellfish processing and storage facility that will allow post- harvest grading, aggregating, and processing of farm-raised oysters, clams, scallops, as well as organic vegetables from five beginning farms. WROC, LLC's expanded processing and production capacity, will increase the availability of new value-added, shelf-stable products such as frozen breaded shellfish and shellfish chowders for distribution to wholesale, retail, and institutional markets. • WROC, LLC has committed $210,816.67 to this project as matching funds to the $632,450 grant award. This values the total project at$843,226.67. • The contract term for this total project is July 1, 2025 to February 27, 2027. • Additional information on the program is available at https://www.ffcirowthfund.org/rfsi. WROC, LLC plays a key role in New York's regional food system and supporting the long-term viability New York's aquaculture sector. Due to the high cost of land and difficult market access, beginning farmers in eastern Suffolk County struggle to access necessary post-harvest infrastructure to aggregate, store, and process their crops. These barriers to scale prevent small farm businesses from growing to a long-term sustainable size. This problem is especially acute for the region's shellfish farmers in Peconic Bay due to limited waterfront access and marginal cold storage, mostly located far from the area of harvest. Without viable climate-controlled storage and 100 Airline Drive, Albany, INN 12235 1 agriculture.ny.gov 1 (800) 554-4501 artment of KATHY 9°�OF����. YO KNEw Governor STATE Agriculture I HA D AT BALL C;orTimissioner processing facilities nearby, shellfish growers are limited to the sale of whole, in-shell crops (oysters, clams, scallops) at nearly '/3 the selling price they may receive for value-added and shelf-stable products. This awarded project represents a public benefit to the state by adding resiliency to the regional food supply chain, supporting local farmers and expanding agricultural economic development on Long Island. It is also important to note that this grant program, though administered through the state, represents federal funds. USDA has indicated there will be no extensions provided for this program, so the February 2027 deadline is certain. Delays in this project could prevent completion in a timely manner and would result in a loss of funds to the state (and the project), and the anticipated benefit to this region for farm and food businesses. The Department recognizes the importance of preserving and strengthening agricultural infrastructure in communities such as the Town of Southold, where aquaculture reflects the importance of the working waterfront, local economy, landscape, and cultural heritage. Supporting projects that improve food system capacity while utilizing and enhancing existing agricultural facilities aligns with statewide goals for agricultural sustainability, food security, and rural economic resilience. Thank you for your time in considering this information in your deliberation. I am happy to be available for any questions you may have. Best wishes as you proceed in your work. Sincerely, _r M. Kelly Young Deputy Commissioner 10B Airline Drive, Albany, DIY 12235 agric:ulture.ny.gov 1 (800) 554-4501 Submission Without a Cover Letter 61C H SV- ML J iy IRM cc� ME [5) Sender: SEP -1 1 1 202" S t) SOUTHOLD TOWN Subject: NAC, Lcind L- C AG BuNdi-r, MPLAUNINGBOARD SCTM#: 1000 - H-S,. — Date: Comments: Q f, Ccir-d -s SENDER:COMPLETE THIS SECTION COMPLETE ■ Complete items 1,2,and 3. A.S at e ■ Print your name and address on the reverse x Agent so that we can return the card to you. ❑Addressee ■Attach this card to the back of the mailpiece, B.Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1. Article Addressed to: D.Is delivery address different from item 1? ❑Yes —7rYn4 n' t,, D C�C If YES,enter delivery address below: [3 No I fJfJ i!i 3. Service Type ❑Pnonry Mail Express® ❑Certifistered Mail- ied Mau®Restricted Delivery ❑DeyV ry Mai!Restricted 9590 9402 9135 4225 6066 47 ❑Certified Mail Restricted Delivery ❑signature Confirmationm ❑Collect on Delivery ❑Signature Confirmation 2 Altilla Nomhor/Transfor fmm corvine faholl ❑Collect on Delivory Restricted Delivery Restricted Delivery 9589 0710 5270 0206 3653 51 Restrictd Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE • COMPLETE� ■ Complete items 1,2,and 3. A.Signature ■ Print your name and address on the reverse X OAgent so that we can return the card to you. ressee ■Attach this card to the back of the mailpiece, B.Re a Name C.Date of Delivery or on the front if space permits. Article Addressed to:� // D.Is delivery dress different fro It ❑Yes -DLL If YES,a er deli agess w: No 9; o W 3. 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A.Si ature ■ Print your name and address on the reverse f ❑Agent so that we can return the card to you. ❑Addressee ■Attach this card to the back of the mailpiece, B.Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1,Article Addressed to: D.Is delivery address different from item 17 El Yes If YES,enter delivery address below: ❑No 1 �I r2- 3. Service Type ❑Priority Mail Express® �I�'I'I'��'II I�I�IIII II I�fIf��13I1 I(I I�1I f l l ❑Ault Signature ❑Registered Mail*M te ❑Adult Signature Restricted Delivery [3 Registered Mail Restricted ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation Q ❑Collect on Delivery ❑Signature Confirmation 2 nelivery Restriotd Delivery Restricted Delivery 9589 0710 5270 0206 3654 12 Restricted Delivery i toveryouu7- PS Form 3811,July 2020 PSN 7530-02.000-9053 Domestic Return Receipt i I • COMPLETE III SECTION ■Complete items 1,2,and 3. A. ■ Print your name and address on the reverse X ' ❑Agent sC that we can return the card to you. ❑Addressee ■attach this card to the back of the mailpiece, B.akfive by(Printed b-Iaate of Delivery or on the front if space permits. 1.Article Addressed to: _ _ D.Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: [3 No 'r �1!jK I kJf - (�1� 3. Service Type ❑Priority Mail Express® !1i1 91 1I ❑Adult Signature ' ❑Registered Mail- Cl 9� flfl'I I'I�I'�IIIe�II f��fl lli��llt'll Ifll IJ Certified al re Restricted DeliveryRestricted❑Certified M Restricted Delivery ❑Sgnature Confrman Q0AA an ❑Collect on Delivery ❑Signature Con innatlon 2. Article Number ransfer rom service el) ❑Collect on Delivery Restricted Delivery Restricted Delivery n 1--n rsa;l 9589 0710 5270 2292 8505 06 1 Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receiot SENDER: DELIVERY IN Complete items 1,2,and 3. A.sign ture IIIPrint your name and address on the reverse X € ❑Agent ,so that we can return the card to you. ' v"" ❑Addressee ■Attach this card to the back of the mailpiece, 'BA34ceived b 'led Name) C.Date of Delivery or on the front if space permits. % -7d 1.Article Addressed to: D.Is delivery address different florn item 1? ❑Yes i+ a"'( -D-,4041 If YES,enter delivery address below: ❑No 3. Service Type ❑Priority Mal Express® ❑Adult Signature ❑Registered Mail- 13 AdultII IIIIIII III)III I III I I IIIIII II I Iil I II I IIIII [C,Card led Mai 8 Delivery 3tf Certified Mail Restricted DelivSignature Restricted ery ❑Signature confirtnaiionn Collect on Delivery ❑Signature Confirmation Delivery Restricted Delivery Restricted Delivery 95$9 071fl 5270 2292 8505 20 it Restricted Delivery --"—--I—(over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt � •Ek.COMPLETE • • , ON DELIVERY■Complete items 1,2,and 3. A.Signature -- ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. "_`V ❑Addressee ■Attach this card to the back of the mailpiece, B.Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1. Article Addressed to: D.Is delivery address different from item 1? ❑Yes \` If YES,enter delivery address below: ❑No [4&b 11 )�'� LS 3. Service Type [I Priority Mail Express® t ❑Adult Signature ❑Registered Mail- 0 IIII Illllilll IIIIII IIIII I III I III I I ❑C;artertiified fied Mal ResMcted De .R:gistered Mail Restricted liliiv De ivery leryry ❑Signature onfirmatorim ElCollect on Delivery ❑Signature Confirmation 2.Article Number(Transfer from service lobe!) Collect on Delivery Restrictetl Delivery Restricted Delivery 9589 0710 5270 0206 3654 36 Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I COMPLETE ■Complete items 1,2,and 3. A.bignatur ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. i ❑Addressee ■Attach this card to the back of the mailpiece, B. eived by(PrOitted Name) C. to f Delivery or on the front if space permits. 1-Article Addressed to: _ D.is delivery address different from Rem 1? ❑Yes Lae Q,6� p�fl 3, 7/r✓ ,� If YES,enter delivery address below: ❑No 535 /'I�ar ��- �Hcc� I 19 3. Service Type ❑Priority Mail Express® 11 II I IIIIII III!IIII IIII II IIIIII IIIIIIII IIIII III Adult Signature O Registered MailTM ry ❑Adult Signature Restricted Delivery ❑R istered Mail Restricted ❑Certified Mail® Delivery O Certified Mail Restricted Delivery ❑Signature Confirmation ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(transfer from service bhMi ❑Collect on Delivery Restricted Delivery Restricted Delivery Mal 9589 0 710 5270 0206 3653 75 Mail Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: • SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A.Sin ure ■ Print your name and address on the reverse O Agent So that we can return the card to you. ❑Addressee ■Attach this card to the back of the mailpiece, B.Received by(Printed Name) C.Date of Delivery or on the front f space permits. , 5 Received 'vim 1.Article Addressed to: D.Is delivery address differentom Rem 1? ❑Yes I{� If YES,enter delivery addrebw below: ❑No � L ( / /-77K 3. Service T e YP ❑Priority Mail Express® ❑Adult Signature O Registered MailTm II I IIIIII IIII III I II I I I III II I I III(IIIIIIII E3 Adult Signature RtDwfi Delivery❑Certified Mail Restricted Deer Signature Confirmationrt ❑Collect on Delivery ❑Signature Confirmation 2. Article Number -silvery Restricted Delivery Restricted Delivery 9589 0710 5270 2292 8505 51 Restricted Delivery ,over wuuj PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I I sCOMPLETE SECTIONCOMPLETE THIS SECTIONON ® Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X r ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. b. Article Addressed to: D. Is delivery address different from item 1? O Yes VIf YES,enter delivery address below: ❑No V- of �� r 3. Service Type 0 Priority Mail Express® ! I � ❑Adult Signature ❑Registered Mailr" ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mal 0 Delivery Certi fied Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation 2. Article Number rrra— f - -livery Restricted Delivery Restricted Delivery 9589 0 7 Z 0 5 2 7 0 2292 8505 2?my arr Restricted Delivery -- --� (over$500) Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic 9/4/26,, 9:06 AM 1000041791.jpg RRI `ia`�. U,.3`� a �"`,xt✓;�a�-�� �' cry z �. ��fl�' '4"��;�� hr '^�'2v��` �a�c`�" r.^� �s��. r rS 'q ,,; t � >� � „� ✓a��r. � ' ,�' � s � � � .fir � ,�. t ,s y https://mail.google.com/mail/u/O/?tab=rm&ogbl#inbox?projector=1 1/1 9/4/28, 9:06 AM 1000041790.jpg 3 a r�A tv ,', x https://mail.google.com/mail/u/O/?tab=rm&ogbl#inbox?projector=1 1/1 OFFICE LOCATION: of S MAILING ADDRESS: Town Hall Annex rco P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 9 9 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Southold Town Board of Trustees From: Mara Cerezo, Planner Date: September 8, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, review and comments, including determining jurisdiction with regard to a permit, if applicable. The file is available at your convenience, and we are available to discuss this application with the full Board of Trustees at your request. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 Submission Without a Cover Letter Sender: �` G f`r— co Dip,ve, ���'�� Subject: P HC i � SCTM#: 1000 - L i3C- i�1 c, ,rI14 -f-C OVANDDate: ' �A )?1,2,G UUTHOLt9 FUYdN LANNING BOARD Comments: �� ., �,�.�K C i c< S , 17, �-6 a COUNTY OF SUFFOLK �' � �t� i13Ca Ntc J - UJIG EDWARD P. ROMAINE � SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner August 27, 2026 Town of Southold Planning Board Attn: Jessica Michaelis, Planning Board Secretary 54375 State Route 25 P.O. Box 1179 Southold, NY 11971 UicrE->rtctil: ,lessicaM(t?southoldtok�-7inv.�V Re: DHC Land, LLC Ag Buildings 4180 New Suffolk Avenue, M:attituck SCTM 4 1000-11500-1000-001001 Dear Ms. Michaelis, The Suffolk County Department of Health Services (SCDHS; 'Department") has received your letter dated August 27, 2026 concerning the above referenced application. Based on a review of the subject coordination, the Department offers the following comments. However, the Department wishes to reserve its right to provide more detailed information within the comment period(s) established for this action. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are submitted. 1. SANITARY CODE A. Article VI Application Status: The Department's Office of Wastewater Management has received a commercial wastewater application for the above referenced parcel on 2/18/2026, filed under reference # C-26-0047, as required by Article VI of the Suffolk County Sanitary Code. The commercial application is incomplete DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology F 360 Yaphank Avenue, Suite 213, Yaphank NY 11980 (631)852-5750 Fax(631) 852-5812 Public Health as of 3/18/2026 pending submission of the following: • Approval from the Office of Pollution Control of the proposed floor drains is required. Contact Oksana Dzhavala at 631 854 2388 for the applicable requirements. • An I/A OWTS is required for the proposed greenhouse buildings. Revise the sanitary design accordingly. • The Department recommends contacting the manufacturer for any additional requirements related to the proposed sanitary design. • Clarify whether the existing single-family residence will remain. The site plan from Mark Thackrah indicates the dwelling to remain, while the DHC Land LLC plan indicates it will be removed. • Provide manholes before and after the FUJI units to distribute flow. A distribution pool may be used in lieu of manhole at the FUJI outlets. • Specify in the sanitary profile that all covers must be brought to grade, and must be heavy- duty, cast iron, and locking. • Provide allowable flow calculations for the Development Area (2.04 acres x 600 GPD/acre). Include the proposed density calculations in a table form for clarity. • Show the full extent of proposed drainage with setbacks being met. • Indicate the existing water main on New Suffolk Avenue. Additionally, clarify the purpose of the proposed water line extending to the dock. • Show the future expansion area for both proposed sanitary systems on the plans. • On the building footprint, indicate whether structures are existing or proposed, provide their gross floor area and use, and identify whether any basements are present (specify if none). Note that a finished basement must be included in density calculations. • Show all wells within 150" specify if none. • Include the lot size for the overall parcel (14.25 acres). • Update Suffolk County Tax Number to reflect the correct number: 1000-115-10-1.1. • Revise the plans to include a key map. • Submit a SEQRA Determination from Town. • Submit revised plans with RA signatures/seals. B. SCDHS Jurisdiction The SCDHS maintains jurisdiction over the final use, lot area, design and location of the sewage disposal and water supply systems. The applicant, therefore, should not undertake the project without Health Department approval. Density, design and flow specifications, location, subsurface soil conditions, and complete site plan details are essential to the review of this project. These considerations are reviewed completely at the time of SCDHS application. Thank you for the opportunity to review this application. If you have any questions, please feel free to contact the Office of Ecology at 631-852-5750. DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology P 360 Yaphank Avenue, Suite 2B, Yaphank NY 11980(631) 852-5750 Fax (631)852-5812 Public Health Sincerely, Joy Sauer Senior Environmental Analyst Office of Ecology SE RA.'crsuft'olkcounkmv.(-1o4" DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology V 360 Yaphank Avenue, Suite 2B, Yaphank NY 11980 (631) 852-5750 Fax(631)852-5812 PublicHea Ith From: Baylinson, Lester Sent: Friday, August 28, 2026 8:38 AM To: Cerezo, Mara Cc: Michaelis, Jessica; Westermann, Caitlin Subject: DHC Land LLC Agricultural Buildings 4180 New Suffolk Ave SCTM1000-11 S.-10-1.1 Hello all,there are no open violations on this parcel. Happy Friday !! Have a good weekend !! SOUTHOLD TOWN PLANNING BOARD 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex S P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov COUN PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Corwin, Fire Marshal From: Mara Cerezo, Planner '0. C``> Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 From: Westermann, Caitlin F j Hl- Sent: Friday, August 28, 2026 9:17 AM To: Westermann, Caitlin Subject: FW: Re:4180 New Suffolk Ave `�I N, PLANNING BOARD From: Corwin, Robert Sent:Thursday,August 27, 2026 3:08:25 PM To: Cerezo, Mara Subject: RE: Re: 4180 New Suffolk Ave Perfect! Now I have no opinion on this site plan! Robert E Corwin Southold Town Fire Marshal (Cell)- 934-231-0968 (Office)- 631-765-1802 From:Cerezo, Mara <marac@southoldtownnY goovv> Sent:Thursday, August 27, 2026 2:30 PM To: Corwin, Robert<robertc@5outholdtownny ov> Subject: RE: Re: 4180 New Suffolk Ave Hi Bob, On page G-005.00, the have a few notations: I2 ENL,.AR&E EXISTIN& 10'-P41DE DIRT DRIVE TO W MIN, MATH. 0ONSTRLIIGTION OF ENL.ARcaEMENT TO MATCH NEN DRIVES, I FSQ1 Q5F- F F.V'I CCU GAR l � I6 -HIDE (U.O.NJ A44,ESS I-ANE TO BUIL,.DINC6 4 PARKIN$ w/s 6% MAX. +DE Yq I TH I N 25` ©F ANC!' STRUT .. ID% MAX. ORADE AT ANY' OTHER.HER POINT I4 'RC I` Q5EV TURNI N C7 RADIUS .,.RI1l' W CUTER RADIUS w/ I6 HIPTH. C OORD I NAT E TURN w/ PROPOSED LANES AS 5HOAN. Best, 1 Mara Cerezo Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Email: NlaraC: southoldtownny.,ov From: Corwin, Robert<robertc@southoId town ny gov> Sent:Thursday, August 27, 2026 2:02 PM To: Cerezo, Mara <rnarac@southold town ny.gov> Subject: Re: 4180 New Suffolk Ave Did I miss the markings on one of the pages of how wide the driveway is? I can't seem to find that number anywhere. Robert E Corwin Southold Town Fire Marshal (Cell)- 934-231-0968 (Office)- 631-765-1802 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov � 10UII PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Anthony J. Sannino, Chairman Agricultural Advisory Committee From: Mara Cerezo, Planner Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, review and comments. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 OFFICE LOCATION: aso z, MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 4C Telephone: 631 765-1938 vvN w.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Meryl Kramer, Chairperson Southold Town Architectural Review Committee From: Mara Cerezo, Planner N� Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this Site Plan Application to your committee for your review and comments. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner Frorn: Mara Cerezo, Planner A Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your time and cooperation. Encls: Site Plan (dated 07/06/26) Site Plan Application OFFICE LOCATION: rjv soJ MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s o u th o f dt ownny.gov Irou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Corwin, Fire Marshal From: Mara Cerezo, Planner, Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your time and cooperation. Lasert'iche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 O�a OFFICE LOCATION: v so MAILING ADDRESS: Town Hall Annex � \` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov C nu PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lillian McCullough, Land Preservation Executive Assistant From: Mara Cerezo, Planner Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 OFFICE LOCATION: Vi MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Heather Lanza, LWRP Coordinator Julia Mei Hanzl, Planning Aide From: Mara Cerezo, Planner'A Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your cooperation. 7" OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 25, 2026 Ms. Jessica Harris c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 Dear Ms. Harris: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Feel free to contact me at (631)765-1938 if you have any questions. Thank you for your time and cooperation. Sincerely, NA 0,it ct, C a-e--zo Mara Cerezo Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: '�'rjv .� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov 22",C PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services Office of Ecology Cc: SCDHS Office of Wastewater Management From: Mara Cerezo, Planner Date: August 25, 2026 RE: Proposed Site Plan Application Review— DHC Land LLC Agricultural Buildings ® Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project, 2. Issues of concern you believe should be evaluated, 3. Your jurisdiction in the action described below. Project Name: DHC Land LLC Agricultural Buildings Address: 4180 New Suffolk Avenue, Mattituck Tax Map #: 1000-115.-10-1.1 Requested Action: This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I (X) Type II - 617.5(c)(4) ( ) Unlisted DHC Land LLC Agricultural Buildings — Page 2 — August 25, 2026 Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan 2 OFFICE LOCATION: ���� MAILING ADDRESS: Town Hall Annex r� � � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 qwww.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Mara Cerezo, Planner Date: August 25, 2026 RE: Proposed Site Plan Application Review — DHC Land LLC Agricultural Buildings • Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: DHC Land LLC Agricultural Buildings Address: 4180 New Suffolk Avenue, Mattituck Tax Map #: 1000-115.-10-1.1 Requested Action: This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I (X) Type II - 617.5(c)(4) ( ) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 _DHC Land LLC Agricultural Buildings - Page 2 -August 25, 2026 .___._......... Enclosures: • Site Plan Application Form • Site Plan 2 Ahl)cncliti A - Count.y RcA,1,1-al 1,oFru Appendix A—Suffolk County Planning Commission Guidebook Suffolk County Planning Co 11 11 / 1 Submission CoverForm for Planning 1 1 Zoning Referrals Municipality: Town of Southold Hamlet: MattituCk Local Case Number: District: 1000 Section: 115 Block: 10 Lot: 1 .1 Local Meeting Date: 09/14/2026 Referral Name: DHC Land LLC Agricultural Buildings Public Hearing: IV—(]YesF] No Referring Agency: Type of Referral: ✓ Planning Board or Commission Fv GML239/A14-14 S.C.P.C. Regulatory Review ❑ Zoning Board of Appeals FIMA Review- Request for Informal Input Town BoardNillage Board of Trustees Attached Units Projects (Apartments) SEQRA Action: FIEAF Coordination FDraft Scope ❑Draft EIS Final EIS 11,indings Project Narrative - Brief description of application: This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with-1 2 acres of--Development Rights held.by Southold-Town in the R-80 Zoning District, Mattituck- Full Statement of Facts Includes: County Referral Form (Appendix A) Public Notice (if applicable) Local application form Completed Environmental Assessment Form along with other materials associated with the environmental review process - Including Draft EIS, Final EIS Local Planning Board, Zoning Board, Agency or Department report Project sponsor, applicant's or owner's name and mailing address For Subdivision Referrals must also include: Map name. The map shall clearly state the name of the subdivision and that the map is a preliminary or final map. Any map containing the words "sketch plan" will not be accepted. Duplicate subdivision names within a town or village will not be accepted. Condominium plans shall clearly indicate that the project is proposing a condominium form of ownership. Type of Action: Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of. • A municipal boundary, • The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, X The boundary of a farm located in an agricultural district. Please Check all that Applies: Comprehensive Plan (Adoption or Amendment) Subdivision �SEQRA Only Zoning Ordinance or Map (Adoption or Amendment) Fluse Variance Moratorium Special Use Permit/Exception/Conditional Use rJArea Variance Site Plan Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information: Action Previously Referred to Suffolk County Planning Commission ❑✓ No❑Yes(If Yes Date ) Adjacent Municipality Notified (see NYS GML 239nn) �NoFfes(If Yes Date ) Contact Information Municipality Contact Name: Mara Cerezo,Planner Department/AgenCy: Town of Southold Planning Department Phone Number: 631-765-1938 Email Address: marac@southoldtownny.gov Applicant Contact Name: Anthony Portillo Applicant Address: AMP Architecture,Mailing PO Box 152.Mattituck,NY 11952,(631)603-9092 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority From: Mara Cerezo, Planner \K Date: August 25, 2026 RE: Proposed Site Plan Application Review — DHC Land LLC Agricultural Buildings • Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: DHC Land LLC Agricultural Buildings Address: 4180 New Suffolk Avenue, Mattituck Tax Map #: 1000-115.-10-1.1 Requested Action: This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I (X) Type II - 617.5(c)(4) ( ) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 DHC Land LLC Agricultural Buildings — Page 2 —August 25, 2026 � Enclosures: • Site Plan Application Form • Site Plan 2 ,crxzz�Z OFFICE LOCATION: 0 � AIAILING O. ADDRESS: Town Hall Annex 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov COW, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Albert J. Krupski Jr., Supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Benjamin F. Johnson, Town Attorney From: Mara Cerezo, Planner vy��& Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Located at 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Zoning District: R-80 The Planning Board refers this application to you for your information, comments, and review, if applicable. This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-10-1.1 L-z OFFICE LOCATION: rs 0 BMAILINGADDRESS: Town Hall Annex P.O. o 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov On PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, Planner N. Date: August 25, 2026 Re: Proposed Site Plan for DHC Land LLC Agricultural Buildings Application Name: DHC Land LLC Agricultural Buildings Tax Map Number: 1000-115.-10-1.1 Location: 4180 New Suffolk Avenue, Mattituck Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 7/6/2026 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This agricultural site plan proposes a farm stand, agricultural production building, agricultural and aquaculture processing barn, and farmhouse within a ±2.2-acre reserve area of a ±14.2-acre parcel with 12 acres of Development Rights held by Southold Town in the R-80 Zoning District, Mattituck. Thank you for your time and cooperation. Submission Without a Cover Letter ' Ik L3c, M J44. 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PB Resolution setting the hearing — This is your copy of the Planning Board resolution that set the public hearing. 2. List of adjacent property owners to notify — This is the list of the adjacent property, owners that you must mail the notice of hearing to. "These notices must be mailed by certified mail, with return receipt. 3. Notice to adjacent property owners and copies of the tax map pages — These are the documents that must be mailed to the adjacent property owners (certified w/ return receipt). Some applicants like to include a corer letter, but a cover letter is not a requirement. 4. Agricultural Data form and copies of the tax map pages — This form must be signed and mailed (certified w/ return receipt) along with the copy of the tat map page to the property owners listed at the bottom. 5. Affidavit of Posting — 'Phis affidavit must be signed, notarized and returned to the planning department by September 11 th with the certified mail receipts and any green cards that you have received. 6. Southold Town Code related to Public Hearings — This is just a copy of the Southold Town Code related to public hearings for your record. 7. Zoom Instructions — This is a copy of the zoom instructions for the public meeting for your record. One of these is included in the "notice to adjacent property owners". Feel free to call me with any questions. Jessica Michaelis, Planning Board Secretary 631-765-1938, jessicam@southoldtownny.90v �zz-z OFFICE LOCATION: �� oar MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 11, 2026 Mr. Anthony M. Portillo AMP Architecture 10200 Main Road, Unit 3A P.O. Box 152 Mattituck, NY 11952 Re: Set Hearing and SEQR Classification DHC Land LLC Agricultural Building 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Dear Mr. Portillo: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 10, 2026: WHEREAS, this site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (SEQRA), has determined the proposed as a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type 11 Action under SEQRA as described above; and be it further DHC Land LLC Aq Building Page 2 August 11 , 2026 RESOLVED, that the Southold Town Planning Board sets Monday, September 14, 2026 at 5:04 p.m. for a Public Hearing on the site plan entitled "DHC Land LLC" prepared by Anthony M. Portillo, R.A., dated July 6, 2026. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, September 11, 2026. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, 2. James H. Rich III Chairman Encls. 115.4-8.6 115.-11-22 115.-9-7 Marratooka Props LLC Michael Sweeney Mattituck Airport SD LLC 30 E Gate Dr 29 Apple Ln 20 t S Phillips Ave Ste 200 Huntington,NY 117435 t99 Medford,NY 11763 Sioux Falls,SD 57104 1 15.-4-34.1 1 1115-10-1.1 115.-4-11 Robert Croft Sacks N Inv"Irt403 Upper Mountain Ave PO BOX 700 Upper Montclair,NJ 07043 4275 New Suffolk Ave PO BOY 700 1968 Mattituck,NY 11.952 115.-11-1 1 15.-4-33.5 115.-4-8.4 Gerard Diftley Keil Farms LLC Dellaquila Family Irr Trt 435 Lupton Point Rd 30 East Gate Dr 4725 New Suffolk Ave Mattituck,NY 11952 Huntington.NY 11743 Mattituck,NY 11952 115.-9-13 115.-11-23 115.-10-2.1 Mattituck Airport SD LLC Susan Hillenbrand Douglas Hirsch 201 S Phillips Ave Ste 200 PO BOX 1265 5029 New SuffolkAve Sioux Falls.SD 57104 Cutchogue,NY 11935 Mattituck,NY 11952 1 15.-10-3 115.-10-4 115.4-29 Martin Evans Virginia Conway Thomas Williams 178 Occanview Rd 110 E St Marks PI 5175 New Suffolk Ave East Rockaway, NY I t 518 Valley Stream,NY 11580 Mattituck,NY 11952 115.4-30 115.-11-2 115.-11-3 Sara Garcia Loeffler Henry.1 Irry Trust Hanus E A&O B Family Trst 5275 New Suffolk Ave 535 Lupton Pt Rd 635 Lupton Pt Rd Mattituck,NY 11952 Mattituck.NY 11952 Mattituck,NY 11952 115.-11-4.1 115.-11-27 Irene Moshouris Hanus EA&OB Fam Trst 755 Lupton Pt Rd 635 Lupton Pt Rd Mattituck,NY 11952 Mattituck,NY 11952 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1 . That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan, 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM# 1000-115.-10-1 .1 ; 3. That the property which is the subject of this application is located in the Residential Low Density (R-80) Zoning District, 4. This site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2- acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District. 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning department located in the Town Hall Annex, on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd Fl. Former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631) 765-1938. Information can also be obtained via the internet- 1. Go to the Town of Southold website: www.southoldtownn . ov; 2. Click on the Town Records Weblink/Laserfiche icon located on the homepage; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (referenced in #2 above) Or by sending an e-mail message to: JesslcaM southoIdtownny.gov 6. That a public hearing will be held on the matter by the Planning Board on Monday, September 14, 2026 at 5:04 p.m. at the Southold Town Hall, Main Road, Southold and virtually via the Zoom online platform; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the town of Southold; that you or your representative have the right to appear and be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: JessicaM@southoldtownny.gov _southoldtownny.gov Petitioner/Owner Name: DHC Land LLC Date: 8/13/26 MAILING ADDRESS: OFFICE LOCATION: P.O.Sox 1179 > ' Southold,NY 11971-0959 Toms Hall Annex �N Telephone:631-765-1938 5�4375 State Route 25 WD (cor.Maui Rd.&Youngs Ave.) �;`.� � �� P s www.soutlioldtownny.gov Southold,NYr � PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, September 14, 2026 5:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: httos://us0 we .zoom.usli/823 9130980?pwd=Rii Yb4 bbdbta� Kb3foaT4u0�ro3.1 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 834 4131 8975 Password: 632074 • Join by telephone: Call 1 (646) 558-8656 Enter Meeting ID and password when prompted (same as above) _._- - A. 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Afb' •" — O ""' ,mm COUNTY OF SUFFOLK© N NO—E E ,�ro toes sEcltdf Np p � ..o w,.a.. _ ,.®,,.•a_gn,L _ w 2 "^"M "'•� ,:, �' Rezl P,Op,it T Agg»:y Y wa. Nxor E —— _ ,,. ,,, �' t Rr M ,,. soutxoLp 115 tW('nrrn'hi1mW 41 A AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: DHC Land LLC, Will Peckham Address:, P.O. Box 2218, Southampton, NY 11968 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District. Property Location (road and tax map #): 4180 New Suffolk Ave. Mattituck SCTM#1000-115.-10-1 .1 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-115.-4-8.6: Marratooka Props LLC, 30 E. Gate Dr. Huntington, NY 11743 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date R SEE SEC NO,toe' a -` 34 gy w - to-,aab ,0.,3-0em-g reran '^ 7 ' 's N<�,„tn y 1 1.r '�aoruexruwrsl 1 RD- 3 w)- GREENPORT )' t Mal—I E,.6A i e -. .,a LL t1♦ L G Q m g$`'• oetaaw�«ExrAw•rrs.>wl za]MDI E z.bA g MA.�STUOK •••- .. 3 Ht p �:T� ''C OetOp )e 0&19-02 1. 2, O105D3 KO� - ¢ b112 S aMc, 1 o}te-0♦ � ffiro §'•• - { s +"`..- � l•. 'b. :, �' + eEruaacmxuur.0 S m g 5 L z t �4 -- E wDs orol— .• �- �'.} -- RO. ...-,., s L fi'L �'x tBMr r � e U tsD, •• q •?• ^E s'' en♦ •. zacrEtt � E _ ]M=) F 8 x-,o .:m .= t p - s a ,;g,A,E ,B*•,}"r♦ a " a .. sae o "a zaoMDt 'g, LL p.','8 '� � � ✓ '( z+ t a zzn yy « ,e S'. U AD♦ .,.� y„ t 6 R�gto S ;95k �n...[ 'a H.- �-., a ^O t �,r 6. 0S 1 «.: .•'y 0 @ ,ppL 3 s� w� r beD„e t�'. .» a gQ' n •'.a .. 07m10 �.'% ,OTA1=) 08" 13di 3) .:i•' 4 L w, - t ••9QF,'4 nFi O.DO •A � IS it 21 xa ,'S �_ u Y.N a:. i �L 5t„..p'. IDSe -�• - ?r�yb 20 x; y g w a z., L -„ .. G9 b 2 'w tR •• x , ppu t)Alcl nzcrrew, gi4 . x g � rp� 00 E ) y?6 x , 21 m w n. 4 15 g' ' g 4 A,g _ l5A ,e , qvF SUFFOLK ,,^ � o E r y- g yt `♦ PS L gA z L' 2b t i.i, zvM`I n tam) ez I 5. z0. .t4+ ' NEWt as~zpY L L� ram,,E �. .._�� $ r,NI OF SOUTHOLO ,�'g x _.�` ,^-. -•-•-^ 2♦ k 3 t d t p2, w v z n �4 1" 11A ? 3 L 211 � 3 P ) L 'aD ✓ � am.. B g ���L „ �t � . t 2M] c ✓ p` yr OREEK O 24 y. ,uml zt r PS 17 , 1� .;° HP�• 3aA,sl a - '€ ��'� .get L L 92b zb z.wDt 1 i t § t 3 ] ".,-. � Nr 4• 'S L g 4 g '•: :rb 4 _ _ _..r.-. 3� l y*:.._. )..w^4 2 pa6 .•, ) S[g a 6... r5[r9,g10 u✓ x K't gl ,°eN iti•_' a _._. :._.:D...�.e�.—W-"r ♦a.Wc) ' FOR PARCEL NO ♦ ...E E kti E b ao Y tH ki w c, ' • ", Y SEE SEC.NO. n �i ,3]-0t-0e't.x '.; ;,�.."._.••'@..,,g � •. ww'..,� t[ .._ i) S.L (' c.-ts€'",q0 g? wps �)+•: ,�L1 aAz ` A'6t�'j,�l - e, g h xgta q4 . _ ✓ L q m x? ,b b 4• " ! $ L: .." c,A ? 11.. � g._•- w.�R. i ^2!ne p _.S• iMO 10 .,'fF0.1 •x , x ♦ Lsa p s' £t e { SEE FARCEI x0. 4 , r yu �R ',P s ,t'I a 1 3♦ e.](1 FOR FCL.roo SEE SEO.NO. L t ;� ' 'g ' 'e ?8 �� FOR PCL NO. ,tt 0 d t! 6 eEbOCwNO . ,350tDe3.1 _ 11 XX ig SEE 32Mc1 bEE BEC.N. {.z C a •S A ¢ q I . 3 A ,22D ' ° US— s 14 A@Ea[ L R SEES—. •s_ S N. $ I R ne x q, A]1/9W NOTICE E 1009 SEC1rJ'�^l0 COUNTY OF SUFFOLK Q N "atNO - xE.m,.,, __�_ Rca1 PrupertvT `+ Agencr W v xR or D r. ,rYl[exrn U M 90UlROLO 5 N — ' wa�Bo.tL M. ''s'•••••" 1FFot1(mlev iAx rMP 6 NiOx Ut) ... :. .:va'e'' wxnm�x vmR,al rea�wcY txE R R&: Y EP I NZ6 AFFIDAVIT OF POSTING sOUTHO L)'I-OWN PLANNING BOARD DR This is to serve notice that I personally posted the property known as C �" LLC v by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on. I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Lj I Vl" 1 H ow i Your Name (print) Signature P --�� 16z04:9 ko"L god I zzzo&� Address Cl z Dat Notky Public MARY M. GRADY NOTARY PUBLIC-STATE OF-NEW YORK -No.01 GR6030703 Qualified in Suffolk.County My Commission Expires 09-20-2029 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 9/11/26 Re: DHC Land LLC AG Buildinq SCTM#: 1000-115.-10-1.1 Date of Public Hearing: Monday, September 14, 2026, 5:04 p.m. 7/18/24, 1:49 PM Town of Southold, NY Public Hearings, Notice of Town of Southold, NY Thursday, July 18, 2024 Chapter 55, P-Liblic Hearings, Notice of [HISTORY:Adopted by the Town Board of the Town of Southold 12-27-1995 by L.L. No. 25-1995. Amendments noted where applicable.] ®1 . Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official .newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. G 5-5-2, lei;';3 deoC,o 7 ia:.>r acing for pubii a MeE tiricls. �5 [Added 6-21-2022 by L.L. No. 6-2022] The Town Board of the Town of Southold hereby authorizes members of the Town Board and all members of the Town's public bodies to participate in meetings using videoconferencing technology in a manner consistent with Public Officers Law § 103-a and the Town's videoconferencing policy adopted by the Town Board. httnr//ornrio7Rfl ram/aria+/R(1f1dF77niiiri=fil.r,7337 1/1 I MAILING ADDRESS: OFFICE LOCATION: - a, e P.O.Box 1179 mm Southold,NY 11 9 71-0959 Toil°n Hall Annex All v, A _ 54375 State Route 25 Telephone:631-765-1938 www.soutlioldtownny.gov (cor.Main Rd. &Younas Ave.) Southold,NY PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, September 14, 2026 5:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: https://us06web.zoom.us/i/82389130980?pwd=RiKYb4Kb!l taoi Kb3foaT4u60yro3.1 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 834 4131 8975 Password: 632074 • Join by telephone: Call 1 (646) 558-8656 Enter Meeting ID and password when prompted (same as above) OFFICE LOCATION: q• MAILING ADDRESS: Town Hall Annex '� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 11, 2026 Mr. Anthony M. Portillo AMP Architecture 10200 Main Road, Unit 3A P.O. Box 152 Mattituck, NY 11952 Re: Set Hearing and SEQR Classification DHC Land LLC Agricultural Building 4180 New Suffolk Avenue, Mattituck SCTM#1000-115.-10-1.1 Dear Mr. Portillo. The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 10, 2026: WHEREAS, this site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (SEQRA), has determined the proposed as a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type 11 Action under SEQRA as described above; and be it further DHC Land LLC Ag Building Page 2 August 11 . 2026 RESOLVED, that the Southold Town Planning Board sets Monday, September 14, 2026 at 5:04 p.m. for a Public Hearing on the site plan entitled "DHC Land LLC" prepared by Anthony M. Portillo, R.A., dated July 6, 2026. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, September 11 2026. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, H. James H. Rich III Chairman Encls.. In 2023 the Peconic Land Trust sold the property at 4180 New Suffolk Avenue to West Robins, a shellfish aqua culture business owned by a young farmer with preexisting agricultural operations in Southold Town.West Robins was founded in 2016 by its current owner-operator, Will Peckham and stewards the premises through its subsidiary DHC Land, LLC. DHC Land, LLC seeks to construct the agricultural infrastructure to grow its existing farm business. Broadly, the project consists of the construction of a small farmstand, agricultural production building, pole barn and farmhouse and their associated utilities. Intended use of each structure: - Farmstand: Retail sale of agricultural products and processed agricultural products from our farm operation and other farms in Southold Town as permitted - Agricultural production building: Production for sale of crops and livestock products - Pole barn: o 1 st Floor: ■ Washing, grading and storage of agricultural products in a cold room ■ Agricultural processing including shellfish chowders, breaded shellfish, sauces,jams and other processed agricultural products ■ Equipment storage and maintenance o 2nd Floor: ■ Farm offices, meeting and lecture room ■ Storage - Farmhouse: Housing for farm owner-operator and family Existing agricultural activities on the property include: production for sale of seed shellfish in Deep Hole Creek; landing and shipment of market shellfish from West Robins'farm in Great Peconic Bay; production for sale of organic vegetables, fruits and flowers; cover cropping to improve soil health and prepare additional ground for future cash crops; pasture preparation including the removal and management of invasive species; orchard preparation via cover cropping and soil amendment. When we can build supporting infrastructure, we will expand those existing farm operations with the following modifications: - Sort and grade oysters and shellfish indoors in a controlled environment using efficient equipment while mitigating sound concerns - Process our own agricultural products to expand our product offerings to local buyers - Welcome the public to a retail farm stand - Host seasonal farm tours of our agricultural operation coverings he[If is h production, annual and perennial terrestrial agriculture and conservation agriculture - Provide housing to farm owners and key employees West Robins currently has five employees including the owner operator and anticipates a normal crew of six workers during peak season and three to four workers in the off season. The farmstand will be open to the public from 8:30am to 4:30pm seven days per week during the peak season and with reduced hours in the spring and fall. The farmstand will be the only structure open to the public during normal business hours. The agricultural production buildings and farmhouse will be marked with restricted access signage designating that they are for the farm crew only. We plan to host seasonal farm tours and educational sessions on a variety of topics from shellfish aquaculture production and restoration to organic vegetable and herb farming duringwhich the public may be granted access to production areas under the supervision of farm employees. All agricultural activities existing and proposed are designed and managed to comply with our unique easements with the Town of Southold and the Peconic Land Trust. Finally we attempt to exceed these measures by practicing conservation agriculture through organic practices, minimum tillage and consistent groundcover and soil amendment. We understand that our farm operates as part of an ecosystem that includes the land, Deep Hole Creek, the Peconic Bay system, and our local community. We intend for this operation to have a positive impact on each of those. Southold Town Planning Board Work Session —August 10 2026 — Page 3 :....................... ............................................................................................................................. . ..................................................................... Project Name: DHC Land LLD Ag Building SCTM#: 1 o0g-115.-10-1.1 .......................................................................................................................................................................................................... Location: 4180 New Suffolk Avenue, Mattituck ................................................................................................................................................................................................................................................................................................................................................................ Description: This site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pale barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zonin District. .................................................. ........................................................................................................................................................................................................................................................................ Status Pending ........................................................................................ Action: Review for completeness ............................. Attachments:...................................-............... Staff.................................................I..........­­­Report Discussion: �'* Planning Board Draft Monthly Report, July 2026 Southold Planning Department Staff Report Site Plan Application Work Session -- Completeness Date: August 10, 2026 Prepared By: Mara Cerezo I. Application Information Project Title: DHC Land Site Plan Applicant: DHc Land LLC (Will Peckham) Date of Submission: April 23, 2026 Tax Map Number: 115.-10-1.1 Project Location: 4180 New Suffolk Avenue Hamlet: Mattituck Zoning District: R-80 II. Description of Project Type of Site Plan: New Acreage of Project Site: ±14.25 Acres Building size: 7,038 sq. ft. This site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District in Mattituck. III: Completeness Review 1. Proposed construction: construct a two-story, 3,580-sq.-ft. pole barn for agricultural production and processing; a one-story, 1,519-sq.-ft. agricultural production building; a 288-sq.-ft. farm stand; and a two-story, 1,651-sq.-ft. farmhouse. The existing 248-sq.-ft., one-story garage and the NYSDECITrustees-approved pier to Deep Hale creek are to remain. 2. State Environmental Quality Review Act SEQRA : This is a Type II Action as -it falls within the following description for 6 NYCRR, Part 617.5(c)(4) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. 3. Planning Board Letter dated June 3 2026K a. Provide an applicant cover letter describing the proposed project and site operations, including the intended use of each structure, anticipated agricultural t and/or aquaculture activities, number of employees, and proposed hours of operation for the farm stand, consistent with the current site plan submission. Submitted: Yes. The applicant's cover letter provides the requested information regarding the proposed project, site operations, staffing, and farm stand hours. The farm stand, the only structure open to the public during normal business hours, is proposed to operate from 8:30 a.m. to 4:30 p.m., seven days per week during peak season, with reduced hours in the spring and fall. b. Provide an updated Notice of Disapproval. Submitted: Yes. Amended Notice of Disapproval dated June 5, 2025. c. Provide a Property Survey, certified by a licensed land surveyor. Submitted: Yes. Survey dated September 1, 2025, certified by Kenneth M. Woych u k. d. Correct the site plan on page G-001.00: i. Use a dotted line between the reserve area and development rights sold area. ii. Add notation to "Area #2 Roadway Asphalt" stating "to be dedicated to Southold Town." iii. Show location of nearest fire hydrant. Submitted: Yes. Page G-001.00 was revised accordingly. e. Include a new sheet with the Site Plan of the Proposed Development Area at the same scale shown on page G-005.00 (1" = 3OT i. clearly identify and label all proposed surface materials on the site plan, including but not limited to grass, gravel, pavers, asphalt, and other paved surfaces. ii. Provide parking calculations pursuant to §280-78 and identify at least one ADA-accessible parking space on the site plan. iii. Provide dimensions for all proposed buildings, driveways, and access aisles, including driveway widths and turning radii, as applicable. Submitted: Yes. New site plan sheet provided at 1" = 30' scale. f. Provide the location and details of the proposed sanitary system, including sanitary calculations. 2 Submitted: Yes. Sanitary plan prepared by Mark Thackrah Architecture and Bridgewater Environmental Services. g. Submit an erosion and sediment control plan. Submitted: Yes. Erosion and sediment control plan submitted on page G-006. h. Provide a corrected, legible Photometric Plan and Lighting Details, including: i. Hours of operation and proposed control methods (timers, motion sensors, etc.). ii. Total lumens for all fixtures and total square footage of areas to be illuminated. iii. Color temperature for all proposed light sources, as required by §172- 5C(3). iv. Demonstration of compliance with maximum footcandle levels at all lit surfaces, as required by §172-5C(2). v. Total lumen output for all fixtures and total site acreage, to verify compliance with maximum lumen-per-acre limits applicable to residential districts under §172-5C(2). Submitted; Yes. Revised Photometric Plan and Lighting Details provided. IV: Planning Board items to consider: 1. Accept the above-referenced site plan application as complete for review, along with the following items to begin the site plan review process: a. Classify the action as Type 11 under SEQRA, pursuant to 6 NYCRR Part 617.5(c)(4). b. Set the public hearing to be held September 14, 2026. c. Distribute referrals to at least the following agencies for comment: i. Town Trustees, NYSDEC, Suffolk County Department of Health Services (SCDHS), Suffolk County Water Authority (SCWA), Town Engineer, Agricultural Advisory Committee (if applicable), Fire Marshal, Mattituck Fire District/Department, LWRP, Suffolk county Planning commission (SCPC), etc. 3 A M P Arch itectu re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Planning Board Office—Town of Southold July 02, 2026 P.O. Box 1179 Southold, NY 11971 WIM 10 Re: Notice of Incompleteness for Proposed DHC Land Site Plan Located at 4180 New Suffolk Avenue, Mattituck 2026 ............... SCTM#1000-115.-10-1.1 Zoning District: R-80 SOUTHOLD TOWN PLANNING BOARD Mara Cerezo, Following the receipt of comments dated June 03, 2026 concerning the Planning Board submission for proposed work at the location listed above,the following revisions have been made to resolve outstanding concerns: Item#1:Application Materials Response:The following materials have been provided in this resubmission: 1.a: Cover letter describing proposed project&site operations 1.b: Updated Notice of Disapproval 1.c: Updated property survey certified by a licensed land surveyor Item#2:Site Plan Revisions Response:The following items have been revised as requested: 2.a.i: Line weight of dash/dot property lines demarcating Area #1 (Reserve/Development) increased to clearly distinguish from the development rights sold area (Area#2) on Site Plans on Pages G-001 and G-005. 2.a.i i: Notation added to "Area 2 Roadway Asphalt" stating "to be dedicated to the Town of Southold" on Site Plan on Page G-001. 2.a.iii: The location of the nearest fire hydrant is shown on the Site Plan on Page G-001. Hydrant is near the intersection of Maratooka Road and Lupton Point Road, near the lower-left corner of Page G-001. 2-b.i.: Page G-006 with Proposed Surface Cover Site Plan added. 2.b.i i.: "Proposed Stormwater Site Plan,"on Page G-005 revised to"Proposed Enlarged Site Plan"and relevant Site Plan Notes added.This Site Plan clarifies proposed work related to off-street parking,stormwater management, exterior lighting, and sanitary systems (designed by others). Off-Street Parking Compliance Table on Page G-005 updated to demonstrate farm stand parking requirements per Town of Southold Code Section 72-6.A.(4) have been satisfied. 2.b.iii: Relevant dimensions for all proposed work added to Enlarged Site Plan on Page G-005. Comment#3: Utilities and Environmental Controls Response:The following materials have been provided in this resubmission: 3.a: Most recent sanitary system design, by others, has been included in this resubmission. Site Plans on Page G-001 and G-005 have been updated accordingly to reflect proposed sanitary system. 3.b: Erosion and sediment control features provided on Proposed Surface Cover Site Plan on Page G-006. A M P Arc hitectu re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build I Comment#4: Lighting and Photometric Information Response:The following materials have been provided in this resubmission: 4.a.i: Explanation of proposed hours of operation and lighting control methods have been described for each designated light fixture in Site Plan Notes added to Page G-005. 4.a.ii: Lumen output and area of illumination of each designated light fixture indicated in Site Plan Notes added to Page G-005. 4.a.iii: Color temperature of each designated light fixture indicated in Site Plan Notes added to Page G-005. 4.a.iv: Revised photometric plans(by others) included in this resubmission. 4.a.v: Exterior Lighting Analysis Table added on Page G-005 which indicates the allowed and proposed lumen output of all exterior lighting fixtures. Please contact me if you have any questions or additional requirements regarding this application., Sincerely, Brooke Epperson, Design Director AMP Architecture, PLLC (631) 603-9092 TOWN OF SOUTHOLD V BUILDrNG DEPARTMENT J(.A. 2 1 SOUTHOLD,N.Y. SOUTHOLD TOWN PLANNING BOARD NOTICE OF DISAPPROVAL DATE: March 25,2026 AMENDED: June 5,2026 TO: Brooke Epperson(DHC Land LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated January 22,2026: Fora permit to:construct abam, u Ittire auc p qductro otic 1a It re kvith asssociatq j, flonal acr icu r,(fuc,et'llo,,i�i 'b,u,,i'ldi'tit��, wit Location of property: 4,180 New Suffol,k-Alvenge. NNttttuck.NY County Tax Map No. 10 00—Section 115 Block.1 0 Lot I Is returned herewith and disapproved on the following grounds: "I"hej, d cati sty uction site ?[a, q2jx 11 1 _re,(,,wren siat na, , t'rom the 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 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 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 Southold Town Planning Board Work Session — June 1 2026 — Page 2 4:00 P.M. — Applications Project Name: Earls Standard Subdivision SCTM#: 1000-74.-3-15 Location: 3070 Peconic Lane, Peconic Description: This proposal is for a Standard Subdivision of a 2.01-acre parcel where Lot 1 equals 0.71 acres and Lot 2 equals 1.30 acres, located in the RO Zoning District. Status: Conditional Preliminary Plat Approval Action: Review for Final Plat Completeness Attachments: Staff Report Project Name: Travelers Street Affordable Housing SCTM#: 1000-61.-1-9.1 Location: 53315 NYS Route 25, Southold Description: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Status: Pending _. Action: Update. . Attachments, Staff Report Project Name: DHC Land LLC Ag Building SCTM#: 1000-115.-10-1.1 Location: 4180 New Suffolk Avenue, Mattituck Description: This site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District. Status: New Application Action; Review for Completeness Attachments. Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date: June 1, 2026 Prepared By: Mara Cerezo I. Application Information Project Title: DHC Land Site Plan Applicant: DHC Land LLC (Will Peckham) Date of Submission- April 23, 2026 Tax Map Number: 115.-10-1.1 Project Location: 4180 New Suffolk Avenue Hamlet: Mattituck Zoning District: R-80 II. Description of Project Type of Site Plan: New Acreage of Project Site: ±14.25 Acres Building size: 89,281 sq. ft. III: Completeness Review: See attached checklist for Site Plan Requirements. Site Plan Packet Table of Contents: G-001.00: Project Location & Scope, A-101.00: Farm Stand Site Plan & Zoning Data A-201.00 thru A-209.00: Pole Barn G-002.00: General Notes, Structural A-301.00 and A-302.00: Farmhouse Design Charts RAB Lighting — Footcandle Diagram G-003.00: Holdown Anchor Bolt RAB Lighting — Lighting Layout Plot G-004.00: Framing Graphics G-005.00: Site Plan Details, Stormwater IV: Analysis This site plan application proposes the development of an agricultural site plan consisting of a farm stand, agricultural production building, agriculture & aquaculture processing and production pole barn, and farmhouse within a ±2.2-acre reserve area on a ±14.2-acre parcel with 12 acres of development rights held by the Town of Southold, located within the R-80 Zoning District in Mattituck. 1. Parcel History The subject property is part of the former Koehler Standard Subdivision, which received Conditional Final Plat Approval in June 2021. In June 2022, the Peconic Land Trust purchased the property from the Koehler Family Limited Partnerships, while the Town of 1 Southold simultaneously acquired a 12.2-acre development rights easement over the property. Final Plat Approval for the DHC Land & Hirsch Resubdivision was granted in May 2025. The resubdivision modified the lot line configuration through the transfer of a 35-foot- wide strip of land to provide the existing house lot with separate right-of-way access to Marratooka Road. 2. Low-Densi Residential R-80 / ricultucral•Conservation AC Zoning District §280-12 Purpose. - The purpose of the Agricultural-Conservation (A-C) District and the Low-Density Residential R-80, R-120, R-200 and R-400 Districts is to reasonably control and, to the extent possible, prevent the unnecessary loss of those currently open lands within the Town containing large and contiguous areas of prime agricultural soils which are the basis for a significant portion of the Town's economy and those areas with sensitive environmental features, including aquifer recharge areas and bluffs. In addition, these areas provide the open rural environment so highly valued by year-round residents and those persons who support the Town of Southold's recreation, resort and second-home economy. The economic, social and aesthetic benefits which can be obtained for all citizens by limiting loss of such areas are well documented and have inspired a host of governmental programs designed, with varying degrees of success, to achieve this result. For its part, the Town is expending large sums of money to protect existing farm acreage. At the same time, the Town has an obligation to exercise its authority to reasonably regulate the subdivision and development of this land to further the same purposes while honoring the legitimate interests of farmers and other farmland owners. 280-13 Permitted Uses: (A)(2) The following agricultural operations and accessory uses thereto, including irrigation, provided that there shall be no storage of manure, fertilizer or other odor- or dust-producing substance or use, except spraying and dusting to protect vegetation, within 150 feet of any lot line: (a) The raising of field and garden crops, vineyard and orchard farming, the maintenance of nurseries and the seasonal sale of products grown on the premises. (b) The keeping, breeding, raising and training of horses, domestic animals and fowl (except ducks) on lots of 10 acres or more. (c) Barns, storage buildings, greenhouses (including plastic-covered) and other related structures, provided that such buildings shall conform to the yard requirements for principal buildings. (d) The retail sale of local produce from structures of less than 20 square feet floor area shall be set back at least 10 feet from any lot line. 2 Staff: Staff notes that the application materials reference aquaculture processing and production activities. Section 280-13(A)(7) of the Town Code contains supplemental standards applicable to land-based aquaculture operations. A detailed cover letter describing site operations can help clarify if the proposed action meets this definition. The applicability of these provisions should be confirmed by the Building Department/Zoning Administrator, as appropriate. 3. Existing a. Residential Dwelling with well in basement (to be demolished and well abandoned per SCDHS standards.) b. Oil Fill Cap and Tank (to be emptied and abandoned.) c. Cesspool (to be abandoned per SCDHS standards.) d. One-Story Wood Frame Garage (12.2' x 20.3') to remain. e. Pier with a 4'-wide access path through a non-disturbance buffer per NYSDEC and Town Trustees permits. f. Surrounding land: i. North: R-80 zoning, Emma's Garden Growers (Wholesale Plant Production) ii. East: Deep Hole Creek iii. South: R-40 zoning, residential area iv. West: R-80 zoning 4. Proposed construction: a. Construct a 2-story pole barn for agricultural production and processing with office/storage space, an agricultural production building, a farm stand, and a farmhouse. Maintain the existing 1-story garage and NYSDEC/Trustees approved pier to Deep Hole Creek. The subject property directly abuts Deep Hale Creek and contains areas within the jurisdiction of Chapter 275 of the Town Code. The submitted site plan indicates that the proposed structures are generally located outside of the required 100-foot top-of-bluff setback; however, certain proposed underground utility and sanitary system improvements appear close to the jurisdiction line. In addition, an existing garage proposed to remain is located within the 100-foot top-of-bluff area. The applicant previously obtained permits from the Town Trustees and the New York State Department of Environmental Conservation (NYSDEC) for an existing pier and associated four-foot-wide access path through the non-disturbance buffer area. Any additional approvals or modifications required by the Town Trustees or NYSDEC remain subject to their review and jurisdiction. 3 b. Access: An existing dirt roadway and new pervious circular driveway. There are no details on proposed surface types. c. ParkiM 10 parking stalls are proposed adjacent to the proposed farmstand, and 2 parking stalls are shown between the pole barn and farmhouse. Surface type details are not provided, and a parking calculation is not shown. d. Gradinq and Drainage: Calculations and drainage design along with test hole information is shown on Sheet G-005.00. An erosion and sediment control plan was not submitted. e. Sanitary Plat: A sanitary plan was not provided. Notation on site plan states "I/A OWTS (prop. septic systems designed by others)". f. Lighting: A photometric plan and lighting layout have been submitted; however, the current file size and scale render the text and details illegible for formal review. g. Signage: None proposed at this time. 5. Bulk Schedule/Code Re uirements: Low-Density Residential (R-80) zone a. Lot Coverage: Maximum permitted: 20%; Proposed: 8% (per site plan), 9.9% (per site plan application) b. Parking Calculation: No calculations have been provided. 6. State Environmental Quality Review Act SEQRA : This is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. 7. Referrals and Approvals from Outside Agencies: a. Outside Agencies: Town Trustees, NYSDEC, Suffolk County Department of Health Services (SCDHS), Suffolk County Water Authority (SCWA). b. Referrals: Town Engineer, Agricultural Advisory Committee (if applicable), Town Trustees, NYSDEC, Fire Marshal, Mattituck Fire District/Department, LWRP, Suffolk County Planning Commission (SCPC), etc. V: Planning Board Items to Consider: 1. Find the above-referenced site plan application as incomplete for review, and require submission of the following: 4 a. Please provide an applicant 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. b. Updated Notice of Disapproval. c. Property Survey, certified by a licensed land surveyor. d. Correct the site plan on page G-001.00: i. Use a dotted line between the reserve area and development rights sold area. ii. Add notation to "Area #2 Roadway Asphalt" that states "to be dedicated to Southold Town." iii. Show location of nearest fire hydrant. e. Include a new sheet with the Site Plan of the Proposed Development Area at same scale shown on page G-005.00; 1" = 30'. i. Clearly identify and label all proposed surface materials on the site plan, including but not limited to grass, gravel, pavers, asphalt, and other paved surfaces. ii. Provide parking calculations pursuant to §280-78 and identify at least one ADA-accessible parking space on the site plan. iii. Provide dimensions for all proposed buildings, driveways, and access aisles, including driveway widths and turning radii, as applicable. f. Provide location and details of proposed sanitary system, including sanitary calculations. g. Submit an erosion and sediment control plan. h. Photometric Plan and Lighting Details in full-size prints will be required for final plans, for the purposes of site plan review, a digital version of lighting materials is acceptable. The documents as submitted are not legible for adequate review. The submitted plan is also incomplete and should be corrected to also include, at minimum, the following: i. Hours of operation and proposed control methods (timers, motion sensors, etc.). ii. Total lumens for all fixtures and total square footage of areas to be illuminated. iii. Color temperature for all proposed light sources, as required by §172- 5C(3). 5 iv. Demonstration of compliance with maximum footcandle levels at all lit surfaces, as required by §172-5C(2). Staff notes that, based on the submitted plan's 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 maximum lumen-per-acre limits applicable to residential districts under §172-5C(2). Staff notes that based on preliminary calculations, the submitted plan appear likely to exceed permitted limits pending submission of legible photometric data. 6 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: DHC Land Site Plan Completed by: Mara Cerezo Date: June 1, 2026 A....... consist Submission of a complete site plan application shall ................_...........m..... Received Comment ...__....................1....._ A com W._leted..sitewwww..lan..a.�w. lication forma...._...._._............�M.�..w_. ...._.. .......................�......................_..� ..�_......�__.._.._._.._�..�....�........�w_._.__. . _A1) ......_.w..........P.................d ww._._._.__.P.__ ._._._P...plic_.__..n _._____....___ww wwwww ww w._. _ _..._ (2) The site plan review fee, as specified in Subsection B below. ✓ $500 received Editor's Note: See now § 280-138, Fee schedule for site plan for agricultural ...... ._._._. (!cations _.........._m. m___.�.... ._.�. ................................_.... .. _ _....... site plan.._._.._M..www.._. �_wl asswwwwwwwww .__.... �.............ww....�._._._._�._._._................. �M assessment form. completed environmental assessmmmmmmmm_ ww w w wwwww_ mm_ _...................... (4) Nine copies of the site plan ✓ 2 full size and 7 small size 01 x 17 �5j... Four ...wwwp..es ofwa...... .�.. _._surve , certified..............................._._..........._._mw _._.w_....wwww...wwwwwwwwwwww__.... ..............._................. ......._.._..w_.......... �__www r copies property y ied by a licensed land No ---------------..._..wwwsurvewwwww. or....w.�www.. ._................. ...ww....._._._w_............................................._...........__m........... ..._ww___.._....-----. .. ww.._wwwww.._wwwwwww.. ..... B. Standards. Site plan design shall include the following items: ._.....�..........._..�...__............._._ . _ww_._. ..............�......... _.w ______.__.......m_wwwwww...................._.wwwww ... __........ _.............................................. (1) Technical data: Received Comment ................_. ....._ .___ .................................__.........._.._w ........ .....�..ww..wwwwwwww_ww..wwwwwwww...... ......www�wwww.._._n ..._... __ ..__ .....wwww........................... _..... w (a) The lot, block and section number of the property, taken ✓ fromthe latest tax records._.____._.................._ww ............... ._._................w__._w__w_................. .. .._m_.__.M (b) The name and address of the landowner on record: ✓ [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. c The name and address of the person, firm�or�organization - �� ✓ � � ���� preparing the map, sealed with the applicable New York license seal and signature;State lice ....m_.............._ ...H_.. ....wwww..ww....w....w........._w............._.ww _w................._.__.... ..ww. ._ .... .........w................ (d) Date, graphic scale and North point, whether true or ✓ ma netic if ma netic, show the date of reading. .w_.._.._....................._........._...w_....m� ___-.w.._._.. g_...........� _ _w.__._.__.........._wwwwwww w w_. ._..........__................................................ _... (e) A survey prepared by a licensed surveyor or civil engineer. No The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. _...�_.M_...,_ _ _ _�w.ww..._..ww........w w___.._....._..wk... _.. w ww.............� ww w....�..........__......... .._............. _._._. �._� ..� _ ...... (f) The locations, names and widths of all ri hts-of-way within No 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. w .m.-......-.............(g.)....�._ww�A separate key map showing location and owners of all_...._...... �......._No._.wwww adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet _._..... __ ......... ._._ ___. .. ..------ _____ ......... (h) The location, width and purpose of all existing and __.w _.w easements, setbacks, reservations and areas ro osed_........ __................_.. .mmmm._�w�...�... .. ..��..w_...............ww..___..............._................wH.kwww wwwww_ 1 Checklist for Site Plan Application Completeness Southold Planning Department ............_._......................................... public use within _._.._..____.._........................._......._.�................ ..w.�.. dedicated to .............. (i) A complete outline of other existing easements, deed No restrictions or covenants applying to the proper�w _ ....� _.............................................................._ ....._._._. _..._.._.._......... ........_______._..k..w rtMrtM......._w....w......._........._.__ ...___._H. w mm_ . �,._ Existing zoning including zone lines and dimensions. N.o...._....._.. (k) Site plans drawn at the scale of one inch equals 20 feet. If ✓ Shown at� all required information cannot be shown clearly on one scale of 1" _ plan, the information should be separated as follows: 50', Lighting [1] Alignment and schedule plan. Plan [2] Grading and drainage. submitted in [3] Landscaping. smaller plan [4] Other, e.g., site utilities. set. ((2) Natural features: - Received Comment a Existing contours with intervals of two feet or��m.._.�.�w.__w__........�µM���������WµµµM.m�µMµM✓.. ... ..... .............�......... O �.__g..._......._.................................. .-.... ._ ... less, referred to mean sea level as per United States Geological Survey ...............................-.... ry�..._. datum. __....._.. .... .. .... . .............. .............._ ..._.... ..._ ._....... (b) Boundaries of any areas subject to flooding or stormwater ✓ overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and..............................................................._............................. ...�,._. .._......_........_..........._.._..................._..w.www ...... ............ ........ , .............._..._... (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. ._......._(d) The location of any existing cultural a.......................__._......._................_... �...�.�__.._.._ �w_.._.........._.__.._._.__...................__...._.. nd historical features ✓ Archaeological within 500 feet of the property boundaries. Surveying was completed as part of Koehler Family Subdivision, and no further actions were required _..._.....ww........wwwwww................wwww........_..... _w _ w w w... . ......w........ .............. ................. ....w............................0 17)..........._...........k. �3 ....mw_..Existinc building....structures and utilities:.. Received.ed Comment iiv.................................................................I............................ _. (a) The locations, dimensions and outlines of all buildings, as ✓ defined in � 280-4 of this chapter, and all uses of the site. * „ ww wwwwww (b) _ Paved areas, including parking areas, sidewalks and _._ vehicular access between the site and publicstreets. ... (c) The locations, dimensions, grades and flow directions of ✓.... any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground 2 Checklist for Site Plan Application Completeness Southold Planning Department ..I. an _.............. .................._._._....._.�� ..__...................._._._._._._............. utility poles and .�.�.utility ....lines with d adjacent to the _.................. ___.P r. P. rt!:................. . ........�.�.._...................................�m-m ..... �......._ d The location and use of all buildings and structures, No �� � ��� O 9 including curb cuts, within 200 feet of the boundary of the s.u.b e.gt....P..r�.PertY w_ .w_w_....._...................... ........_............ ww................................................ ��� _.................................._._....._._._._.....-�... (4) Proposed construction: Received Comment _..._www.w_.........._(...__......._..wwwwww....................._......................................_..ww......_._........_.....ro._..osed buildings --..._w.w.......................... _..... a The location of proposed g ✓ improvements, indicating setbacks from all property lines and horizontal distances from existing structures. ��......_....�.�_.w�.�.�.�.�.�.�.�.�.�_. .ww �.. �_�_._�_�_�_�_..._._. ........ ..............._.......................................-.._ � �.w_�_�_._.._� _............................... _............................................................................... �_w....�.� (b) The location and design of all uses not requiring ✓ structures, such as off-street parking and loading areas ._._._._._._._._._._._._._. w_and pedestrian circulation. Ow. y �............................��, ._w...ot leg.�.._......._..........._w_.......... c The location, direction, power level and time of use for an Not proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in N/A None accordance with applicable sign regulations, Pr www _. ._._._._._ _ posed (e) The location and details of aprons, curbs, sidewalks, ✓ No fencing (type and location), and grading, including existing apron/curbcut and proposed topography with two-foot contours (on site details are and 200 feet beyond the property line) and spot elevations shown. for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where . ._._._wwwwwww _._............aP.!oab.e.. . ..a..n...d-_ ----r.a a(fl Grading drainage shall�be�based upon wwsite.............._..__....._�_..................��..........................._... ��www_...............w__wwww......._......___✓ stormwater retention, in conformance with Chapter 161, H ighway wS ec ati ....__....�.�....m__. of landscaping,(g) The location and listingp�mg, 9 µmmm �bufferin and street No tree plans, including type, material, size, quantity and location. _w...................................µ. .............. _...... _�ww...w(h).�.��....M�.ww-The location�of�water and sewer mains el����������.._..__.._..........._._�___ ������� lectrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. _...........................i................ �_ Building __.__ ____�.............._���_...... .......�,_ww........_..�._.._....__...............�..wwwwwww.._................... __ ._........�......._.._.._._. ..mm...w�__. .._w____. (') g for all facades and floor plans showing _..._ _ ww.................. the proposed use of floor.......... __ ....._ w_w._ w ....... _w ......._.__......__.........._. _ __ ..ww...._.... .w Site Plan Application elements waivers (§280-133): C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this§ 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness 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 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 09/27/2023 Number of Pages : 36 At: 09:28 : 15 AM Receipt Number : 23-0124248 TRANSFER TAX NUMBER: 23-06545 LIBER: D00013220 PAGE : 019 District: Section: Block: Lot: 1000 115 .00 10 .00 001 . 000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $180 . 00 NO Handling $20. 00 NO COE $5.00 NO NYS SRCHG $15. 00 NO TP-584 $5.00 NO Notation $0. 00 NO Cert.Copies $0 .00 NO RPT $200. 00 NO Transfer tax $0 .00 NO Comm.Pres $0. 00 NO Fees Paid $425. 00 TRANSFER TAX NUMBER: 23-06545 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County uu • RECORDED Numberof pages 21023 Sec ; 09:28:15 Apt Oincent Puleo CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013220 P 019 Social Security Numbers DTtt 2'-06545 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax P 584 5,06 Sub Total Notation Spec.IAssit. EA-5217(County) Sub Total A 0 S Spec.or /Add. EA-5217(State) TOT.MTG.TAX R.RT.S.A. Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit • �. Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total L_I If NO,see appropriate tax clause on page# of this instrument. 4 Dist 5170438 l000 11500 l000 001000 1•000 5 Community Preservation Fund Real Prop R CV q Consideration Amount Tax w Agency 26SEP-23 CPF ax Due Verificati, - Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land Heather A. Wright, Esq. TD�� 48H Main St. Westhampton Beach, NY 11978 TD TD Mail to: Vincent Puleo, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name New York Title Abstract Services, Inc. www.suffolkcountyny.gov/clerk Title# - 8 Suffolk County Recording & Endorsement Wage This page forms part of the attached Deed of Conservation Easement made by: (SPECIFY TYPE OF INSTRUMENT) DHC Land LLC The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold Peconic Land Trust, Incorporated In the VILLAGE or HAMLET of Mattituck BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DEED OF CONSERVATION EASEMENT THIS DEED OF CONSERVATION EASEMENT(hereinafter referred to as this "Conservation Easement"or"Easement") is made this 31st day of July, 2023("Effective Date"), at Southampton,New York,by DHC Land LLC, a Delaware Limited Liability Company, having a principal office at 4180 New Suffolk Avenue,Mattituck, New York,and a mailing address of 32 Main Street, Suite 203A, Chatham, New York 12037(herein called "Grantor" and "Original Grantor"), and the PECONIC LAND TRUST,INCORPORATED, a not-for-profit New York corporation,having a principal office at 296 Hampton Road,P.Q. Box 1776,Southampton,New York 11969 (herein called"Grantee"). RECITALS WHEREAS,Grantor is the sole owner in fee simple of approximately 14.94 acres of certain real property located in the Town of Southold, Suffolk County, New York, more fully described in SCHEDULE A attached hereto and made a part hereof(hereinafter referred to as the "Property") and depicted on the Conservation Easement Map marked EXHIBIT A attached hereto and made a part hereof; and WHEREAS, Original Grantor was awarded the opportunity to purchase the Property based on a Request for Proposals selected by Grantee, wherein Original Grantor outlined its proposal to conduct traditional terrestrial agriculture and aquaculture,including the associated structures and facilities needed to conduct such activities, and purchased the Property in reliance thereof;and WHEREAS, the Property is free of any mortgages or liens and Grantor possesses the right to grant this Easement; and WHEREAS, the Property(i)is located in the R-80 Zoning District of the Town of Southold as outlined in Section 280-5 of the Town Code and is further identified as SCTM # 1000-115.00-10.00-001.000; and WHEREAS, the Property contains three distinct areas, all as shown on EXHIBIT A: (1) approximately 12.1936 acres ("Area-2"), which is subject to a Deed of Development Rights Easement or DRE, as defined and further described below, and which contains an approximately 2.3986-acre agricultural structure area (hereinafter referred to as the "Agricultural Structure Area") as depicted on the Conservation Easement Map marked EXHIBIT A; (2) an approximately 2.0496-acre development area containing a single-family dwelling and a detached garage (hereinafter referred to as "Area-IA"), which, pursuant to the l DRE, is un-subdividable from Area-2; (3) an approximately 0.6970-acre development area located along the eastern and southern edge of the Property (herein after referred to as "Area- 113"), which may be subdivided from Area-2 and Area-1A;and WHEREAS, Area-2 is subject to a Deed of Development Rights Easement("DRE") purchased by the Town of Southold on June 28,2022, and recorded in the office of the Suffolk County Clerk on July 20, 2022, in Liber 13165 Page 584, that extinguished the residential development rights on Area-2 of the Property to preserve and protect the agricultural soils and to keep the property available for agricultural production and scenic open space; and WHEREAS, Grantor now wishes to grant this overlay Conservation Easement to Grantee on the subject Property; and WHEREAS, this overlay Conservation Easement will further restrict the Property by prohibiting or restricting, as further provided herein,the use of the Property for(a)cell phone or other wireless communication towers or antenna; (b) a tasting room, as further defined herein, (c) a cannabis dispensary;or(d) landscape screening for purposes not directly related to agriculture along the New Suffolk Avenue public roadway, Marratooka Road public roadway, and along Lupton Pt. Road from Marratooka Road eastward 223.91 ft., all of which serve to preserve and protect the agricultural soils and keep the Property available for agricultural production and scenic open space, all as more particularly described herein; and WHEREAS, this overlay Conservation Easement will also restrict the Property by prohibiting the use of the Property for(a) indoor horse riding facilities or rinks; (b)the cultivation of cannabis;(c) large-scale greenhouses with permanent foundations,except in the Agricultural Structure Area; all of which serve to preserve and protect the agricultural soils and keep the Property available for agricultural production and scenic open space and all as further provided herein;and WHEREAS, Area-2 of the Property is currently fallow agricultural land; and WHEREAS, the Property possesses significant natural, scenic, and open-space values (collectively, the Property's "Conservation Values") of great importance to Grantor, Grantee, and the people of the Town of Southold,Suffolk County and State of New York; and WHEREAS, the Conservation Values are protected by this Easement for the following: A. Preservation of open space for the scenic enjoyment of the-general public, which yields significant public benefit. Protection of the Property's open space through this 2 Easement will be for the scenic enjoyment of the general public and will yield significant public benefit, for the following reasons: (1) the Property is unique to the area in its current scenic, agricultural and open- space condition and has substantial and significant value as an aesthetic and agricultural resource because of the fact that it has not been subject to any extensive development while surrounded by increasing development in a sprawl pattern with limited conservation, such that the Property's scenic open space values are increasingly unique to the area; and (2) the Property has 796.71 feet of road frontage on New Suffolk Avenue, a public road which offers the public significant, scenic vistas from a public highway of and across the Property. B. Preservation of open s ace pursuant to clearly delineated governmental conservation polite which yields significant public benefit. Protection of the Property through this Easement will be for the preservation of open space pursuant to clearly delineated governmental conservation policy which yields significant public benefit, for the following reasons: Agricultural Policies (1) the Property contains soils classified as Class I and Class II worthy of conservation as identified by the United States Department of Agriculture Soil Conservation Service's Soil Survey of Suffolk County, New York; and (2) the Property is located in Southold Town, which, according to Article 70-2 of the Town Code, recognizes the importance of agriculture as both a vital local economic base and as a land use that provides the Town of Southold with much of its rural, rustic character and charm.The continued viability of farming as an industry is important to the local economy and to the preservation of open space and vistas.The Code of the Town of Southold provides for and acknowledges for enhancing the vitality of the local agricultural industry, the purchase of development rights over agricultural lands. (3) the Property is part of the New York State Agricultural District#1, and Grantor wishes to continue using Area-2 in an agricultural capacity and as scenic open space as defined in the Town of Southold Code pursuant to such program; and 3 (4) the Property is part of the New York State Agricultural Individual Commitment Program, and Grantor wishes to continue using the Property in an agricultural capacity and as scenic open space pursuant to such program; and State Legislation (1) New York State has recognized the importance of private efforts to preserve land in a scenic,natural and open condition through conservation easements by enactment of the Environmental Conservation Law,Section 49-0301 et seq.;and (2) Article 14, Section 4 of the New York State Constitution states that"the policy of this state shall be to conserve and protect its natural resources and scenic beauty and encourage the development and improvement of its agricultural lands for the production of food and other agricultural products";and United States EPA Peconic Estuary Program (1) the Property is part of the Peconic Estuary System which was included in the National Estuary Program by determination of the United States Environmental Protection Agency on September 9, 1992, as a "nationally significant estuary";and WHEREAS, Grantee is a publicly supported nonprofit charitable organization under Section 501(c)(3) of the Internal Revenue Code of 1986, as amended (the"Code"), and the regulations promulgated thereunder and incorporated under the Not-For-Profit Corporation Law of New York State for the purpose of conserving and preserving the unique agricultural, environmental, scenic and open-space values of lands located in New York State, and is therefore a "qualified organization" within the meaning of Section 170(h)(3) of the Code;and WHEREAS, Grantor and Grantee recognize the value and special character of the region in which the Property is located, and Grantor and Grantee have,in common, the purpose and objective of protecting and conserving the present state and inherent, tangible and intangible Conservation Values of the Property as an agricultural, natural, scenic and aesthetic resource; and WHEREAS, Grantor has determined that the conveyance of this Easement will be desirable and beneficial and has requested Grantee, for itself and its successors and assigns, to 4 accept this grant of a conservation easement in order to further restrict the development of the Property while permitting uses compatible with the protection of the Property's Conservation Values, all as further provided herein. AGREEMENT NOW,THEREFORE, in consideration of the recited facts, mutual promises, undertakings, and forbearances contained in this Easement and other valuable consideration, but as a donation nonetheless, Grantor hereby voluntarily conveys in perpetuity to Grantee, and Grantee hereby accepts, this Conservation Easement over the Property pursuant to the New York Environmental Conservation Law, Section 49-0301 et seq., the parties intending to be bound by its terms: 0.01 Purpose The parties recognize the Conservation Values of the Property and have the common purpose of preserving these Conservation Values in perpetuity. The primary purposes of this Conservation Easement are to preserve and protect in perpetuity the scenic, open space, and agricultural Conservation Values of the Property, including by preventing uses of or activities on the Property that will interfere with or materially impair the Conservation Values of the Property (the "Primary Purpose"). To the extent that the preservation and protection of any other Conservation Values of the Property are consistent with the Primary Purpose, it is also the purpose of this Conservation Easement to preserve and protect those Conservation Values in perpetuity. All of the foregoing purposes described in this paragraph are referred to collectively as the "Conservation Purpose" of this Conservation Easement. Accordingly, this Conservation Easement restricts the use of the Conservation Property to uses and activities that are consistent with the Conservation Purpose and other terms of this Conservation Easement. 0.02 Grantee's Warranty Grantee warrants and represents that it possesses the resources and commitment to enforce the terms of this Easement on the Property, and that the Property satisfies the criteria adopted by Grantee relating to the quality and characteristics of open land whose conservation values should be protected and maintained, as determined by the Board of Directors at a duly constituted meeting of that Board on November 21,2022. 0.03 Documentation Grantor has made available to Grantee sufficient documentation to establish the condition of the Property as of the Effective Date of this Easement. In order to aid in identifying and 5 documenting the condition of the Property's natural, wildlife, watershed, scenic, agricultural, and aesthetic resources and otherwise to aid in identifying and documenting the Property's Conservation Values as of the Effective Date hereof, to assist Grantor and Grantee with monitoring the uses and activities on the Property and ensuring compliance with the terms hereof, Grantee has prepared, with Grantor's cooperation, an inventory of the Property's relevant features and conditions (the "Baseline Documentation") as of the Effective Date hereof. This Baseline Documentation includes a Conservation Easement Map marked EXHIBIT A attached hereto, a copy of the NRCS Plan for the Property, an aerial photograph, photographs of the Property, a topographical map, a description and site plan of land uses, features, and structures, and an acknowledgment page marked EXHIBIT B signed by Grantor and Grantee, which verifies that the Baseline Documentation accurately represents the condition of the Property as of the Effective Date of this Easement. Copies of the Baseline Documentation shall be retained safely by Grantor and Grantee. Grantor and Grantee acknowledge and agree that in the event a controversy arises with respect to the nature and extent of Grantor's uses of the Property or its physical condition as of the date hereof, the parties shall not be precluded from utilizing any other relevant or material document,survey, report, photograph, or other evidence to assist in the resolution of the controversy. ARTICLE ONE THE EASEMENT 1.01 Type This instrument conveys a conservation easement in gross under the provisions of Article 49, Title 3,of the Environmental Conservation Law of the State of New York. This Conservation Easement shall consist of the covenants, restrictions, rights, terms, and conditions recited herein. Reference to this "Easement," "Conservation Easement" or its "provisions" shall include any and all of those covenants, restrictions, rights, terms and conditions. 1.02 Duration This Easement shall be a burden upon and shall run with the Property in perpetuity. 1.03 Effect This Easement shall run with the Property as an incorporeal interest in the Property, and shall extend to and be binding upon Grantor, Grantor's agents, tenants, occupants,heirs, personal representatives, successors and assigns, and the word "Grantor" when used herein shall include all of those persons or entities. Any rights, obligations, and interests herein granted to Grantee shall also be deemed granted to each and every one of Grantee's subsequent 6 permitted agents, successors, and assigns, and the word "Grantee" when used herein shall include all of those persons or entities. ARTICLE TWO PROHIBITED AND PERMITTED USES AND ACTIVITIES Grantor retains all customary rights of ownership in and possession of the Property, except as expressly limited by applicable local, state and federal law and by the terms of this Easement, and provided that the exercise of any permitted uses and activities shall be conducted in such a manner that is not inconsistent with the Purposes of this Easement and does not impair the Property's significant Conservation Values. 2.01 Buildings and Structures Except as provided in this Section 2.01, the construction or placement of any residential, commercial, industrial or other building, structure,or improvement of any kind or nature (including,but not limited to mobile homes, tiny houses, and trailers), whether permanent or temporary, on,over, or under the Property is prohibited. A. Residential Structures and Improvements (i) Existing and new residential structures and improvements and appurtenant structures and improvements associated with serving any such residential dwellings, and permitted uses allowed under applicable zoning, including, without limitation,utilities,driveways, docks and other marine-dependent structures related to Grantor's riparian rights, garages, storage sheds, septic systems and leaching fields, swimming pools, pool houses, accessory apartments, tennis courts, and other family-scale athletic facilities, may be placed, constructed, repaired, maintained, reconstructed, and enlarged within Area-1A only and subject to all applicable laws and permits. (ii) With the prior written approval of Grantee, agricultural worker housing to provide housing for on-farm labor may be placed, constructed, repaired, maintained, reconstructed, and enlarged within Area-1A or the Agricultural Structure Area, subject to New York Agriculture and Markets Law article 25-AA, §301, and§305-a, and all other applicable laws and permits. 7 B. Non-Residential (Accessory) Structures and Improvements With the prior written approval of Grantee, which shall not be unreasonably withheld except as otherwise expressly stated below, or where expressly stated that no such prior written approval is required, Grantor shall have the right to erect and maintain the following improvements on the Property: W Agricultural,land-based aquaculture, and mariculture buildings, structures and improvements,including but not limited to farmstands,barns,sheds and silos, within the Agricultural Structure Area and Area-IA subject to Town code, and customary agricultural fencing on the Property as necessary for the agricultural uses of the Property;provided, however, that(I) Grantor may construct only one stable to house four horses(or other members of the equine family) or fewer on the Property and only within the Agricultural Structure Area; (II)no individual agricultural, land-based aquaculture, and mariculture building, structure or improvement may exceed 3,000 square feet of building coverage, subject to such height limitations as are imposed under Town Code,without Grantee's prior written approval in its sole and absolute discretion; and (III) any agricultural, land-based aquaculture,and mariculture building, structure and improvement must implement reasonable sound-and light-reduction measures,such as regular hours of operation whenever possible and feasible, dark-sky compliant lighting, and compliance with Town of Southold noise ordinances, to minimize impacts to neighboring landowners; (ii) Access drives, to provide access to the buildings and structures permitted by this Article; (iii) Underground or aboveground facilities,such as utility transmission lines,utility poles, wires, pipes, wells, drainage systems, sumps, septic systems, leaching fields, and other facilities to service the improvements permitted under the terms of this Paragraph B. Grantee's approval of a proposed improvement described in the previous sentence shall not be unreasonably withheld where the improvement is to be used for agricultural or other purposes permitted under the terms of this Easement or to control flooding or soil erosion on the Property. Utilities on the Property must, to the extent possible,be constructed within 30 feet of the centerline of roads or driveways, and may be used solely to service those structures, buildings,improvements and uses permitted on the Property by this Easement.Solar,wind,or other alternative energy facilities to service those structures, buildings, improvements and uses permitted on the Property may be 8 constructed within the Agricultural Structure Area and Area-lA so long as such facilities do not adversely impair the Conservation Values of the Property; (iv) Customary agricultural fencing is permitted without Grantee's prior written approval; other fences may be constructed with Grantee's prior written approval, provided such non-agricultural fences are placed and constructed so that they do not block or detract from the scenic view of the Property along New Suffolk Avenue, Marratooka Road, and Lupton Pt Road. Notwithstanding the foregoing, Grantor may install access gates as needed on the Property without Grantee's prior written approval. Any improvements that would block or detract from the scenic view of the public in Area 2, such as fences, berms, or hedgerows, must be demonstrated to be a necessary component of the Conservation Plan as outlined in Section 2.04 hereof, and are subject to applicable governmental regulations and approvals. Notwithstanding the foregoing, the following non-residential structures and improvements are strictly prohibited: (i) Indoor horse-riding facilities, arenas, or rinks or any other equestrian facility (other than one stable to house four or fewer horses as described above); (ii) A "tasting room," meaning a structure or facility intended to promote the on-site consumption of products grown on or off the Property onsite(e.g.,a winery or brewery, food truck, cannabis dispensary, etc.). This prohibition,however, shall not prohibit the seasonal purchase(or the di minimfs testing of such products prior to purchase) during posted regular daytime business hours,by customers of agricultural products grown or processed on the Property, such as corn, "u- pick" berries, or shellfish; (iii) Cell phone or other wireless communication towers or antenna, unless such improvement is placed on a permitted structure and otherwise in a manner that does not impair the scenic or other Conservation Values; (iv) Greenhouses,including hoop house,high tunnel, winter-over house or the like, having heating devises, water and electric utilities, and/or supporting poles embedded in a concrete foundation, except within the Agricultural Structure Area; provided, that temporary low-tunnels(i.e., frost or shade cloth placed over crops temporarily to protect from frost or heat) are permitted; (v) Landscape screening for purposes not directly related to agriculture, except within and along the boundaries of Area-1B and Area-1 A for customary residential privacy,as further described in the Baseline Documentation. 9 C. Replacement of Structures or Improvements In-Kind In the event of destruction, damage,or obsolescence of any existing or expressly permitted structure or improvement to such an extent that repair of such structure or improvement is impractical, erection of a replacement of comparable size,bulk,use, and general design to the destroyed or damaged structure or improvement is permitted within the same location subject to the prior written approval of Grantee, which approval shall be granted as expeditiously as possible under the circumstances but in any event within the time periods provided for Grantee's response in Article Three below. D. Environmental Sensitivity During Construction The location and use of any structure or improvement permitted to be constructed hereunder shall be consistent with the Conservation Purpose, and construction of any such improvement shall minimize disturbance to the Conservation Values and other natural resources of the Property. Grantor shall employ erosion and sediment control measures to ensure that storm water runoff will not carry eroded and other deleterious materials into Deep Hole Creek (or other wetland areas),including but not limited to employing the least possible removal of vegetation,minimal movement of earth, and minimal clearance of access routes for construction vehicles. 2.02 Excavation and Removal of Materials; Mining Mineral exploitation, and extraction of any mineral (including but not limited to soil, gravel, sand and hydrocarbons)by any method,surface or subsurface, is prohibited. Grantor shall not remove or fill topsoil, sand,or any other materials, nor shall the topography of the Property be changed except in connection with the construction and maintenance of any structure or improvement expressly permitted to be placed or constructed on the Property under the terms of this Article Two. Grantor may remove topsoil, sand or other materials for purposes of erosion control and soil management only with.the prior written approval of Grantee. 2.03 Subdivision For purposes of this Conservation Easement, the Property is considered one parcel in unified ownership. Grantor shall not subdivide, de facto subdivide, partition or seek the partition, or otherwise divide the Property into separately conveyable parcels, except Area-IB, which may be subdivided and sold separately from the Property as a whole. 10 2.04 Agricultural Activities Grantor shall have the right to engage in any and all types of agricultural activity as that term is defined in Section 301 of the New York State Agriculture and Markets Law, provided that such activity shall be conducted in accordance with the Conservation Purpose and other terms and conditions of this Easement. Agricultural improvements, as permitted by Section 2.01 above, and as may be reasonably necessary in connection with agricultural uses, may be constructed by Grantor with the prior written approval of Grantee, and-once constructed-may be maintained or replaced. Notwithstanding the foregoing, the equestrian use of the Property,including buildings and accessory structures designed and used for the breeding, raising, training, or stabling (other than one stable to house four or fewer horses and other members of the equine family), as either a commercial or noncommercial enterprise as defined in the Code of the Town of Southold, is prohibited. All agricultural operations on the Property shall be conducted in a manner consistent with a resource management system conservation plan("Conservation Plan")prepared by the Natural Resources Conservation Service("NRCS")utilizing the standards and specifications of the NRCS localized Field Office Technical Guide.A copy of the Conservation Plan,and subsequent updates and amendments thereto, shall be delivered to Grantee for its review and approval within ten (10) days of Grantor's receipt of such Plan from NRCS. 2.05 Available for Agricultural Uses Grantee shall keep Area-2 (other than the Agricultural Structure Area) as open space or available for agricultural use. Should the Area-2 not be utilized for the agricultural production, such area must remain as open space and available for agricultural use and shall be mowed at least once annually to contribute to the public's scenic enjoyment and the Property's agricultural viability. Any such mowing shall be undertaken in a manner that does not impair Conservation Values. 2.06 Dumping The dumping or accumulation of unsightly or offensive materials, including but not limited to trash, garbage, sawdust, ashes or chemical waste, on the Property is prohibited, including but not limited to the deposition of materials used on the Property for, or resulting from the conduct of, agricultural practices in accordance with Section 2.04 hereof within Area-2, such as commercial compost or manure operation.This prohibition does not include the accumulation of refuse incident to customary residential use that is collected within Area-1A and Area-113 and removed at regular intervals. I1 2.07 Signs The display of signs,billboards,or advertisements is prohibited, except signs whose placement,number, and design do not significantly diminish the scenic Conservation Values of the Property and only for any of the following purposes: (a) to state the name and address of the Property and the names and addresses of the occupants;(b) to temporarily advertise the Property or any portion thereof for sale or rent; (c)to post the Property to control unauthorized entry or use; (d) to announce this Conservation Easement, or(e) to advertise the name of the agricultural operation and business. Any permitted sign shall not be more than six square feet in size,be non-illuminated, and be subject to governmental regulatory requirements. 2.08 Cutting of Timber The cutting or harvesting of existing trees on the Property within Area-2 is prohibited, except for the following purposes: (a) to clear and restore forest cover that has been damaged, diseased or destroyed; (b) to prune and selectively thin trees to create limited vistas in accordance with good forest management practices and the purposes of this Easement; (c) to construct and maintain those structures and improvements permitted under this Easement; (d) for agricultural activities and uses, including but not limited to the growing and harvesting of nursery stock; (e) to clear the Property for agricultural purposes in the future if the Property has lain fallow and was allowed to become wooded; (f) to remove hedgerows according to the NRCS Conservation Plan for agricultural land that has been taken out of production for a period of two years; (g) for firewood and fencing for use on the Property; and (h)to remove hazards to persons or to the Property. 2.09 Soil and Water Any use or activity that is not otherwise expressly or conditionally permitted under this Easement,which causes or is likely to cause soil degradation or erosion or pollution of any surface or subsurface waters, is prohibited. 2.10 Wetlands and/or Stream Buffer The draining, filling, dredging,or diking of any wetland areas, including any enlargements thereof, or the cultivation or other disturbance of the soil near wetland or wetland-like areas is prohibited without the prior written approval of Grantee and any and all regulatory approvals. 12 2.11 Ponds and Watercourses The alteration of any ponds and watercourses located on the Property or the creation of new water impoundments or watercourse is prohibited without Grantee's prior written approval, which approval will not be unreasonably withheld if the alteration or creation is reasonably necessary for the conduct of sound agricultural activities in accordance with Section 2.04 hereof. No prior permission of Grantee shall be required to construct a dock in Area-IA so long as such construction is permitted by all applicable agencies. 2.12 Vegetation Management and Screening The placement of landscape screening,hedgerows, or any other vegetative screening along or near public roads is prohibited, except screening that is demonstrated to be reasonably necessary,incidental,or accessory to the agricultural purposes that are permitted pursuant to the terms of this Easement and with Grantee's prior written approval;provided that such screening is permitted (i) within Area-1B along the 405.07-foot southern property line between Area-2 and along the approximately 440.77-foot southern property line between the three neighborhood lots further described in the Baseline Documentation; and (ii) within Area-1B along the 267.49-foot property line between Area-2 and a neighborhood lot further described in the Baseline Documentation. At Grantee's request, any such screening for agricultural purposes must be removed if such agriculture ceases or no longer requires hedgerows. 2.13 Commercial and Industrial Uses Except for the conduct of those sound agricultural uses described in Section 2.04 hereof and as expressly provided below,commercial and industrial uses of the Property, including commercial recreational uses, are prohibited. The use of the Property for(i)charitable fundraising and educational activities and (ii) farm tours or"agritourism" or "agritainment" (i.e., farm-based entertainment or as defined under Town code, if applicable) and other seasonal agricultural educational and recreational activities, provided that all such activities shall be consistent with the Conservation Purpose and subject to all applicable laws and permits(each, an "Event" and,collectively, "Events"); provided, however, that seasonal sales of agricultural products grown or processed on the Property involving customers' temporary entry to the Property to pick up agricultural products and then promptly leaving after purchase shall not be deemed an Event. Parking for such Events shall occur only within Area-1A and the Agricultural Structure Area subject to the Town Code and shall not adversely impair the Conservation Values. No Event permitted under this Section shall involve more than 25 attendees in any one day unless approved in advance by Grantee, which approval shall be in its sole and absolute discretion. 13 Prior written approval by Grantee will not be required for social events of a personal nature involving fewer than 25 attendees in any one day hosted by Grantor or the inhabitants of the residence in Area-1A, such as family reunions, birthday parties, staff meals, and other similar private social gatherings, provided that such events shall be consistent with the Conservation Purpose and subject to all applicable laws and permits. 2.14 Development Rights The use of this Property for the purpose of calculating lot yield or development density on the Property or any other property, adjacent or otherwise, is prohibited. Grantor hereby grants to Grantee all development rights existing on the Property as of the Effective Date of this Easement(and any future development rights that may be created through a rezoning of the Property or otherwise) that have not been expressly retained or reserved by Grantor under this Easement. By Grantee's acceptance of this Easement,the parties agree that such excess development rights granted by Grantor to Grantee are terminated and extinguished by Grantee and may not be used by Grantor or Grantee nor transferred to any other parcels. ARTICLE THREE NOTICE AND APPROVAL 3.01 Notice and Approval A. Requests for Approval of Certain Uses or Activities With respect to any use or activity under Article 2 requiring the prior approval of Grantee, or in the event Grantor proposes to undertake a use or activity that is neither expressly prohibited nor expressly reserved as a permitted use or activity hereby, but which might have a deleterious effect on the Conservation Values, Grantor shall, in writing pursuant to Section 6.05 below, request Grantee's approval and shall include therewith information identifying the proposed activity and the reasons for and other details of the proposed activity with reasonable specificity.The request for approval shall describe the nature, scope, location, timetable, and any other material aspect of the proposed activity (including,if appropriate, sketch plans or scaled drawings of the site(s) of the proposed activity) in sufficient detail to permit Grantee to evaluate such activity. The request shall also include information evidencing the conformity of such activity with the requirements of the applicable section under which approval is requested hereunder. Grantee's approval shall take into account the following criteria: (1) the consistency of the proposed activity with the Conservation Purpose of this Easement; and (2) the extent to which the proposed activity or use of the site for the proposed activity would impair the 14 Conservation Values of the Property.Unless otherwise expressly provided herein to be in Grantee's sole and absolute discretion, Grantees approval shall not be unreasonably withheld, conditioned, or delayed. Grantor and Grantee shall cooperate and shall act in good faith to arrive at agreement on suitable sites and activities in connection with any determinations that are necessary to be made by them (either separately or jointly) under this section. Notwithstanding the foregoing, Grantee's approval of a proposed site or activity shall be withheld if the use of the site for the proposed activity would materially impair the Conservation Values of the Property, or would otherwise be inconsistent with the Conservation Purpose of this Easement. Grantor and Grantee acknowledge that, in view of the perpetual nature of this Easement, they are unable to foresee all potential future land uses, future technologies, future evolution of the land and other natural resources, and other future occurrences affecting the Conservation Purpose of this Easement. Grantee therefore may,in its sole discretion,approve a proposed use or improvement not contemplated by or addressed in this Easement, provided that such proposed use or improvement is consistent with the Conservation Purposes of this Easement and not deleterious to the Conservation Values of the Property. B. Grantee's Response In accordance with Paragraph A of this section, Grantee shall approve, conditionally approve, or withhold approval of the proposed use or activity within forty- five(45) days of receipt of Grantor's written request therefor. Grantee agrees to evaluate Grantor's requests under this Easement based on its good-faith exercise of professional judgment. Notwithstanding the above, if in good faith Grantee requires more than forty- five (45) days to undertake a sufficient and thorough review of the documentation provided, or determines that it requires further documentation, Grantee shall so notify Grantor within the original forty-five (45) day period of the additional time and/or documentation required to respond to Grantor's hereunder. At Grantee's sole and absolute discretion, Grantee may permit commencement of the activity less than forty- five (45) days after receiving Grantor's written notice. In the case of withholding of approval, Grantee shall notify Grantor in writing with reasonable specificity of the reasons for withholding of approval, and the conditions, if any, on which approval might otherwise be given. Failure of Grantee to deliver a written response to Grantor within such forty-five(45) days shall be deemed to constitute written approval by Grantee of any request submitted for approval,provided that the proposed use or activity is not contrary to the express restrictions hereof, and whose implementation is exactly as described in Grantor's notice and would not significantly impair the Property's Conservation Values. 15 ARTICLE FOUR GRANTOR'S OBLIGATIONS 4.01 Taxes and Assessments Grantor shall continue to pay all taxes, levies, and assessments and other governmental or municipal charges, which may become a lien on the Property, including any taxes or levies imposed to make those payments. If Grantor fails to make any such payment, Grantee is authorized to make such payments(but shall have no obligation to do so)upon ten (10)days prior written notice to Grantor, according to any bill, statement or estimate procured from the appropriate public office without inquiry into the accuracy thereof. That payment,if made by Grantee, shall become alien on the Property of the same priority as the item if not paid would have become, and shall bear interest until paid by Grantor at three percentage points over the greatest prime rate of interest allowed by law. 4.02 Indemnification Grantor acknowledges that Grantee has neither possessory rights in the Property nor any responsibility nor right to control, maintain, or keep up the Property. Grantor has and shall retain all responsibilities and shall bear all costs and liabilities of any nature related to the ownership,operation,upkeep, improvement, and maintenance of the Property. Grantor hereby releases and agrees to hold harmless, indemnify and defend Grantee and its members, directors, officers, employees, legal representatives, agents, and contractors and the heirs, personal representatives, successors, and assigns of each of them(collectively "Indemnified Parties") from and against any and all liabilities, penalties, fines, charges, costs, losses, damages, expenses, causes of action,claims, demands,orders,judgments, or administrative actions, including, without limitation, reasonable attorneys' fees, arising from or in any way connected with:(1)injury to or the death of any person,or physical damage to any property, resulting from any act, omission, condition, or other matter related to or occurring on or about the Property, regardless of cause,unless due solely to the negligent act or willful misconduct of Grantee or Grantee's members, directors, officers, employees or agents (collectively, "Grantee Parties"); or(2) violation or alleged violation of,or other failure to comply with, any state, federal, or local law,regulation, or requirement or this Easement by any person, other than Grantee Parties, in any way affecting, involving,or relating to the Property. 4.03 Insurance Grantor shall maintain an occurrence-basis commercial general liability policy insuring against bodily injury and property damage on the Property in the amount of not less than Two Million Dollars($2,000,000), which amount shall be adjusted every five(5) years to the nearest 16 commonly available insured amount to reflect the percentage increase during the past five(5) years in the "CPI," which means the United States Department of Labot's Bureau of Labor Statistics Consumer Price Index for all Urban Consumers(CPI-U, all items) (1982-84=100), or the successor of such index.Grantee shall be named an additional insured on the policy. The liability insurance shall apply as primary insurance with respect to any other insurance or self- insurance programs afforded to Grantee. Grantor waives all rights of subrogation against Grantee for recovery of damages to the extent the damages are covered by insurance maintained by Grantor pursuant to this Easement. Grantor shall furnish Grantee with certificate(s) of insurance, executed by a duly authorized representative of each insurer, showing compliance with the insurance requirements set forth above,upon Grantee's reasonable request. Such certificates shall provide for thirty (30) days' written notice to Grantee prior to the cancellation or material change of any insurance referred to herein.Any failure of Grantee to demand such certificate or other evidence of full compliance with these insurance requirements or failure of Grantee to identify a deficiency from evidence that is provided shall not be construed as a waiver of Grantor's obligation to maintain such insurance.The foregoing insurance requirements do not replace, waive, alter or limit the hold harmless or indemnification provisions of this Easement, and Grantor acknowledges and agrees that it shall be fully responsible for the costs of any bodily injury and property damage on the Property in the event of any lapse or deficiency in insurance coverage. 4.04 Environmental Res onsibilities Grantor Responsible for the Proper _ . Grantor is solely responsible, and Grantee has no responsibility,for the operation of the Property or the monitoring of hazardous or other conditions thereon. Nothing in this Easement shall be construed as giving any right or ability to Grantee to exercise physical or managerial control of the day-to-day operations of the Property or of Grantor's activities on the Property. Neither Grantee nor its agents shall be liable to the Grantor or other person or entity in connection with consents given or withheld or in connection with any entry upon the Property pursuant to this Easement. Grantor's Environmental Warranty and Indemnity. Grantor represents and warrants that it has no actual knowledge of a release or threatened release of any Hazardous Materials(as defined below)on the Property and hereby promises to hold harmless, defend and indemnify the Indemnified Parties from and against all liabilities, penalties, fines, charges, costs,losses, damages, expenses, causes of action, claims, demands, orders,judgments,or administrative actions, including, without limitation, reasonable attorneys' fees, arising from or connected with the presence of or any release of Hazardous Materials on the Property by any party other than Grantee Parties or violation of federal, state or local Environmental Laws(as defined below). 17 This Easement is not intended to and shall not create environmental liability in Grantee. Notwithstanding any other provision herein to the contrary,the parties do not intend this Easement to be construed such that it imposes on, creates in, or gives Grantee: (1) the obligations or liability of an"owner" or"operator" as those words are defined and used in Environmental Laws, including, without limitation,the Comprehensive Environmental Response,Compensation and Liability Act of 1980, as amended (42 U.S.C. Section 9601 et seq., and hereinafter"CERCLA"); (2) the obligations or liability of a person described in 42 U.S.C.Section 9607(a)(3) or (4); (3) the obligations of a responsible person under any applicable Environmental Laws; (4) the right to investigate and remediate any Hazardous Materials, associated with the Property;or (5) any control over Grantor's ability to investigate,remove,remediate, or otherwise clean up any Hazardous Materials associated with the Property. The term"Hazardous Materials" includes,but is not limited to, (i) material that is flammable, explosive,or radioactive; (ii)petroleum products; and(iii)hazardous materials, hazardous wastes,hazardous or toxic substances,or related materials, including but not limited to those defined in CERCLA, the Hazardous Materials Transportation Act(49 U.S.C. Section 5101, et seq.),New York Environmental Conservation Law (NY ECL 27-0901), or any other Environmental Law, and in the regulations adopted and publications promulgated pursuant to them, or any other applicable federal, state, or local laws, ordinances, rules, or regulations now in effect or enacted after the Effective Date. For purposes of this Easement herbicides, pesticides, and crop protectants shall not be considered Hazardous Materials, provided they are applied in a manner consistent with applicable law and agricultural best practices, such as an NRCS plan. The term "Environmental Laws" includes, but is not limited to,any federal, state or local or administrative agency statute, regulation, rule,ordinance, order or requirement now in effect or enacted after the Effective Date of this Easement relating to pollution,protection of human health, the environment, or Hazardous Materials. 18 , ARTICLE FIVE GRANTEE'S RIGHTS 5.01 Entr�and Inspection Grantee and its employees, agents, and contractors shall have the right to enter upon the Property for the purpose of inspection and monitoring to determine whether this Easement and its Conservation Purpose and other provisions are being upheld. Except in cases where Grantee determines, in its reasonable discretion, that immediate entry is required to investigate a use or condition on the Property in order to prevent, terminate, or mitigate a violation or potential violation of the terms of this Easement, such entry shall be permitted only at reasonable times and upon prior notice to Grantor and shall be made in a manner that will not unreasonably interfere with Grantor's use and quiet enjoyment of the Property. Grantee shall not have the right to permit access upon the Property by the general public. 5.02 Protection and Restoration Grantee shall have the right to identify,preserve, and protect in perpetuity the Conservation Values of the Property, including,but not limited to,by means of review and approval of improvements and activities as set forth in Article Four above.Grantee shall have the right to prevent any activity on or use of the Property that is inconsistent with the Conservation Purpose or other provisions of this Easement and to require Grantor to restore such areas or features of the Property that may be damaged by any inconsistent and/or unpermitted condition,activity or use and to enforce these rights by any action or proceeding that Grantee may reasonably deem necessary. In addition, Grantee shall have the right to enter the Property to conduct, at Grantor's expense, annual mowing in the event Grantor fails to do so pursuant to its obligation in Section 2.05 above. However, Grantor shall not be liable for any changes to the Property resulting from causes beyond Grantor's control, including,without limitation, fire, flood, storm,earth movement or other acts of nature, unauthorized acts of unrelated third parties so long as reasonable steps had been taken to prevent trespass, or from any prudent action taken by Grantor under emergency conditions to prevent,abate, or mitigate significant injury to persons, property, or to the Property resulting from such causes. 5.03 Enforcement Rights of Grantee Grantor acknowledges and agrees that Grantee's remedies at law for any violation of this Easement may be inadequate. Therefore, in addition to, and not in limitation of, any other rights of Grantee at law or in equity, in the event any breach, default or violation of any term, provision, covenant or obligation on Grantor's part to be observed or performed pursuant to this Easement is not cured within fifteen(15) days of Grantor's receipt of Grantee's notice of 19 , such breach, default or violation,or in cases where more than 15 days is reasonably needed to effect a cure a bona fide attempt has not been begun by Grantor within such 15-day period (which notice and cure requirements are expressly waived by Grantor with respect to any such breach, default or'violation which,in Grantee's reasonable judgment, requires immediate action to preserve and protect any of the Conservation Values or otherwise to further the Conservation Purpose of this Easement), Grantee shall have the right at Grantor's sole cost and expense and at Grantee's election, (a) To institute a suit to enjoin or cure such breach, default or violation by temporary and/or permanent injunction and/or to require the restoration of that portion of the Property affected by such breach,default or violation to the condition that existed prior thereto; (b) To enter upon the Property to verify, investigate, document, terminate,or cure such breach, default or violation and/or to cause the restoration of that portion of the Property affected by such breach,default or violation to the condition that existed prior thereto;and/or (c) (c) To seek or enforce such other legal, equitable, and/or administrative relief or remedies as Grantee deems necessary or desirable to ensure compliance with the terms,conditions, covenants, obligations and Conservation Purpose of this Easement;provided, however, that any failure,delay or election to so act by Grantee shall not be deemed to be a waiver or a forfeiture of any right or available remedy on Grantee's part with respect to such breach, default, or violation or with respect to any other breach, default or violation of any term,condition, covenant or obligation under this Easement. Grantee's remedies described in the section shall be cumulative and shall be in addition to all remedies now or hereafter existing at law or in equity. Grantor also acknowledges that a violation of this Easement may result in fines,fees, taxes, and/or other administrative remedies being assessed and/or sought against Grantor by taxing or other authorities, including but not limited to the Town of Southampton, and that Grantee may opt, in its sole discretion, to report a violation of this Easement to such administrative authorities. Grantor shall pay, either directly or by reimbursement to Grantee, all reasonable attorney's fees, court costs and other expenses(collectively, "Litigation Expenses") incurred by Grantee in connection with any proceedings initiated under this section. Litigation Expenses include,but are not limited to, those Litigation Expenses incurred by Grantee in the event Grantor or anyone acting by,through, under,or on behalf of Grantor, commences litigation against Grantee to enforce any rights hereunder or to dispute any action or inaction of Grantee, 20 to enforce any alleged duty or obligation of Grantee hereunder, or to seek damages or specific performance against Grantee,except in the event Grantee is finally determined by a court of competent jurisdiction,beyond right of appeal, to have acted in a manner that is contrary to the terms of this Conservation Easement and to have failed to exercise reasonable judgment(except in those circumstances of which Grantee is given sole and absolute discretion as expressly provided herein), taking into account the Conservation Purpose of this Easement and the circumstances of which Grantee had actual knowledge at the relevant time. Grantee shall not be considered to have failed to exercise reasonable judgment as aforesaid solely based on the fact that Grantee did not or does not prevail in such legal proceedings or that Grantee is determined to have adopted an interpretation of this Conservation Easement not accepted by the court. 5.04 No Waiver Grantee's exercise of one remedy or relief under this Article Five shall not have the effect of waiving or limiting any other remedy or relief,and the failure to exercise or delay in exercising any remedy shall not have the effect of waiving or limiting the use of any other remedy or relief or the use of such other remedy or relief at any other time. 5.05 Mediation If a dispute arises between the parties concerning either party's compliance with the terms of this Easement, either party may refer the dispute to mediation by request made in writing upon the other. If both parties agree to mediation via written notice,and provided that Grantor agrees not to commence, or to cease(as applicable), the activity during the pendency of the mediation, within thirty (30) days of the receipt of such a request,the parties shall select a single trained and impartial mediator.If the parties are unable to agree on the selection of a single mediator,then the parties shall, within fifteen (15) days of receipt of the initial request, jointly apply to the American Arbitration Association for the appointment of a trained and impartial mediator with relevant experience in real estate and conservation easements. Mediation shall then proceed in accordance with the following guidelines: (a) Purpose. The purpose of the mediation is to: (i)promote discussion between the parties; (ii) assist the parties to develop and exchange pertinent information concerning issues in the dispute;and (iii) assist the parties to develop proposals that will enable them to arrive at a mutually acceptable resolution of the controversy.The mediation is not intended to result in any express or de facto modification or amendment of the terms, conditions,or restrictions of this Easement. (b) Participation. The mediator may meet with the parties and their counsel jointly or ex parte.The parties agree that they will participate in the mediation process in good faith 21 and expeditiously, attending all sessions scheduled by the mediator.Representatives of the parties with settlement authority will attend mediation sessions as requested by the mediator. (c) Confidentiality. All information presented to the mediator shall be deemed confidential and shall be disclosed by the mediator only with the consent of the parties or their respective counsel. The mediator shall not be subject to subpoena by any party. No statements made or documents prepared for mediation sessions shall be disclosed in any subsequent proceeding or construed as an admission of a party. (d) Time Period. Neither party shall be obligated to continue the mediation process beyond a period of ninety(90) days from the date of the selection or appointment of a mediator or if the mediator concludes that there is no reasonable likelihood that continuing mediation will result in a mutually agreeable resolution of the dispute. (e) Costs. The cost of the mediator shall be borne equally by Grantor and Grantee; the parties shall bear their own expenses, including attorneys' fees, individually. 5.06 Assignabilli Grantee shall have the right to assign any and all of its rights and responsibilities under this Easement, and any and all of its rights, title and interest in and to this Easement only to a qualified organization(herein called the"Assignee"). As used herein the term"qualified organization" means a not-for-profit corporation, or a governmental unit or agency,which is qualified to receive such interests pursuant to Article 49 of the New York Environmental Conservation Law, and is a qualified organization within the meaning of Section 170(h)(3) of the Code, and which is organized or operated primarily or substantially for one of the conservation purposes specified in Section 170(h)(4)(A) of the Code. Any assignment by Grantee must require, and the Assignee must agree, that the Assignee and Assignee's successors will carry out the purposes of, and enforce,this Easement. The Assignee and its successors and assigns shall have the same right of assignment, subject to compliance with the provisions of this Section. Grantee shall promptly notify Grantor of any such assignment. 5.07 Succession If at any time Grantee is unable to enforce this Easement, or if Grantee ceases to exist or ceases to be a qualified organization under Section 170(h)(3) of the Code, then this Easement shall be vested in such qualified corporation,body or agency as defined and upon the conditions and limitations contained in Section 5.06 (Assignability) as Grantee shall designate. If, on the occurrence of any of these events, Grantee fails to assign all of its rights and responsibilities under this Easement and all of its rights, title and interest in and to this 22 Easement to a qualified organization, then the rights and responsibilities under this Easement shall become vested in another qualified organization in accordance with a cy pres proceeding brought in any court of competent jurisdiction. The then-current owner(s) of the Property will be notified of any such proceedings. 5.08 Extinguishment This Easement gives rise to a property right and interest immediately vested in Grantee. For purposes of this Section 5.08,the fair market value of such right and interest shall have a fair market value determined by multiplying(i) the fair market value of the Property unencumbered by this Easement by(ii) the ratio of the value of this Easement as of the Effective Date of this Easement to the value of the Property,unencumbered by this Easement, as of the Effective Date of this Easement.The value as of the date hereof shall be those values used to calculate the deduction of federal income or estate tax purposes allowable by reason of the grant of this Easement, pursuant to Section 170(h)or Section 2055(f) of the Code, as those values shall be established through a"qualified appraisal" arranged by Grantor in accordance with Treas. Reg.Section 1.170A-13 and guidance of the Internal Revenue Service, and in accord with any final determination thereof. The percentage ratio thus determined is hereinafter referred to as the"Proportionate Share" and shall thereafter remain constant. The Proportionate Share of this Easement as determined above shall be filed as part of the Baseline Documentation described in Section 0.03 hereof. (For example: if the fair market value of the Property is$500,000 and its restricted value is$100,000, the Proportionate Share is $400,000 divided by$500,000, or 80%.) If circumstances arise in the future that render the Conservation Purpose of this Easement impossible or impracticable to accomplish, this Easement can only be terminated or extinguished, whether in whole or in part,by judicial proceedings in a court of competent jurisdiction and in accordance with the common and statutory laws of the State of New York. In the event of an extinguishment or partial extinguishment of this Easement by a judicial proceeding, Grantor shall pay Grantee an amount equal to the Proportionate Share of the then- fair market value of the Property at the time of the extinguishment. Such fair market value shall be established by an arm's length sale of the Property(or such portion of which as to which this Easement is extinguished) consummated within ninety (90) days of the extinguishment, subject to Grantee's approval of the sale price as fairly representing fair market value; otherwise, fair market value shall be determined by independent appraisal by an appraiser who is mutually agreeable to Grantor and Grantee, the cost of which appraisal shall be borne by Grantor. Grantor shall make such payment to Grantee upon the closing of a sale of the Property(or affected portion thereof) consummated within ninety (90) days of the extinguishment; or, if no sale takes place within such time frame, within ninety(90) days of the extinguishment. 23 If all or any part of the Property is taken under the power of eminent domain by public, corporate, or other authority, or otherwise acquired by such authority through a purchase in lieu of a taking, so as to abrogate the restrictions imposed by this Easement or otherwise effectively to frustrate the Conservation Purpose hereof, Grantor and Grantee shall join in appropriate proceedings at the time of such taking to recover the full value of the interests in the Property subject to the taking and all incidental or direct damages resulting from the taking. All expenses reasonably incurred by the parties to this Easement in connection with such taking shall be paid out of each party's respective proceeds. Grantee shall be entitled to the Proportionate Share of the recovered proceeds of any such condemnation. Grantee shall use such proceeds actually recovered by it in a manner consistent with the Conservation Purpose of this Easement. Grantor shall obtain Grantee's prior written approval before agreeing to any purchase in lieu of condemnation. The respective rights of Grantor and Grantee set forth in this Section 5.08 shall be in addition to, and not in limitation of, any rights they may have by law with respect to a modification or termination of this Easement by reason of changed conditions or the exercise of the power of eminent domain as aforesaid. In making this grant of Easement,however,Grantor has considered the possibility that uses prohibited by the terms of this Easement may become more economically viable than the uses specifically reserved by Grantor pursuant to this Easement. It is the intent of both Grantor and Grantee that any such change in economic conditions shall not be deemed to be circumstances justifying the termination or extinguishment of this Easement pursuant to this section. ARTICLE SIX MISCELLANEOUS 6.01 Alienability Grantor shall have the right to convey, mortgage or lease all of its remaining interest in the Property but only subject to the terms of this Easement. Grantor shall promptly notify Grantee of any conveyance of any interest in the Property,including the full name and mailing address of any transferee, and, in the case of a transfer to an entity, the individual principals thereof.The instrument of any such conveyance shall specifically set forth that the interest thereby conveyed is subject to this Easement,without modification or amendment of the terms of this Easement, and shall incorporate this Easement by reference, specifically setting forth the date, office, liber and page of the recording hereof. The failure of any such instrument to comply with the provisions hereof shall not affect Grantee's rights hereunder or the validity of this Easement in any way. 24 mail or by electronic transmission (e.g., email or facsimile), provided that, in the latter case,the sender receives an acknowledgement of successful transmission or the recipient provides an acknowledgement of receipt. Notices to Grantor shall be addressed to Grantor's address as recited herein or to such other address as Grantor may designate by notice in accordance with this section. Notice to Grantee shall be addressed to its principal office, recited herein, marked for the attention of the President, or to such other address as Grantee may designate by notice in accordance with this section. Notice shall be deemed given and received as of the date of its actual delivery to the recipient. 6.06 Governing Law New York law applicable to deeds and conservation easements pertaining to land located within New York shall govern this Easement in all respects, including validity, construction,interpretation,breach, violation and performance,except as provided in Section 6.07 hereof. 6.07 Interpretation Regardless of any contrary rule of construction,no provision of this Easement shall be construed in favor of one of the parties because it was drafted by the other party or the other party's attorney. No alleged ambiguity in this Easement shall be construed against the party which drafted it or against the party whose attorney drafted it. If any provision of this Easement is ambiguous or shall be subject to two or more interpretations, one of which would render that provision invalid, then that provision shall be given such interpretation as would render it valid and be consistent with the Conservation Purpose of this Easement. Any rule of strict construction designed to limit the breadth of the restrictions on use of the Property shall not apply in the construction or interpretation of this Easement, and this Easement shall be interpreted broadly to effect the Conservation Purpose of this Easement as intended by the parties. The parties intend that this Easement, which is by nature and character primarily negative in that Grantor has restricted and limited his right to use the Property, except as otherwise recited herein,be construed at all times and by all parties to effectuate its Conservation Purpose. 6.08 Public Access Nothing contained in this Easement grants,nor shall be interpreted to grant, to the general public any right to enter upon the Property. 26 6.02 Entire Understand" This Easement contains the entire understanding between its parties concerning its subject matter. Any prior agreement between the parties concerning its subject matter shall be merged into this Easement and superseded by it. 6.03 Amendment This Easement can be amended and modified only in accordance with the terms of this Easement and the common and statutory laws of the State of New York applicable to the modification of easements and covenants running with the land.Grantee and Grantor shall mutually have the right to agree to amendments to this Easement,provided,however, that Grantee shall have no right or power to agree to any amendment hereto that is inconsistent with the Conservation Purpose or would result in this Easement failing to qualify as a valid conservation easement under Article 49,Title 3,of the Environmental Conservation Law of the State of New York,as the same may be hereafter amended, or any regulation issued pursuant thereto, or under Code section 170(h). No amendment may be approved by Grantee that would —or, as Grantee in its judgment may determine,could—violate the rules of impermissible private benefit or of private inurement under applicable sections of the Code, including but not limited to Section 501(c)(3) of the Code or affect this Easement's perpetual duration.Any such amendment shall be permitted only upon Grantee's determination,in its sole discretion, that such amendment will not jeopardize Grantee's status as an organization described in Code sections 170(h)(3) and 501(c)(3). 6.04 Severabili Any provision of this Easement restricting Grantor's activities that is determined to be invalid or unenforceable by a court of competent jurisdiction shall not be invalidated. Instead, that provision shall be reduced or limited to whatever extent that court determines will make it enforceable and effective. Any other provision of this Easement that is determined to be invalid or unenforceable by a court of competent jurisdiction shall be severed from the other provisions, which shall remain enforceable and effective. 6.05 Notice All notices required by this Easement must be written. Notices shall be delivered by hand;by certified U.S.mail,return receipt requested; or by overnight delivery by a reputable national courier service that provides automated delivery tracking;provided, however, that notices from Grantee to Grantor to notify Grantor of the date and time of routine annual monitoring of the Property pursuant to Section 5.01 above may be delivered by U.S. first-class 25 6.09 Warranties The warranties and representations made by the parties in this Easement shall survive its execution. 6.10 Recording Grantee shall record this Easement in the land records of the office of the Clerk of the County of Suffolk,State of New York. 6.11 Enforceable Restriction: Successors The covenants, terms, conditions, and restrictions of this Easement shall be binding upon, and inure to the benefit of, the parties hereto and their respective personal representatives, agents,heirs,successors, and assigns and shall continue as a servitude running in perpetuity with the Property. 6.12 Termination of Rights and Obligations A party's rights and obligations under this Easement terminate upon transfer of the party's interest in the Easement or the Property, except that liability for acts or omissions occurring prior to transfer shall survive transfer. 6.13 Headings The headings, titles and subtitles herein have been inserted solely for convenient reference and shall be ignored in its construction. 6.14 Counterparts Grantor and Grantee may execute this instrument in two or more counterparts; each counterpart shall be deemed an original instrument. In the event of any disparity between the counterparts produced, the recorded counterpart shall be controlling. [Signatures to follow on next page.] 27 IN WITNESS WHEREOF, Grantor has executed and delivered and Grantee has accepted and received this Deed of Conservation Easement on the day and year set forth above. ACKNOWLEDGED AND ACCEPTED: GRANTOR DHC Land LLC, a Delaware Limited Liability COmpany BY: A-144 By: M ARTNA- f. Pt ictfVicr,c.s Q . Its: A "OME-D - '(CTNftTaRV ACKNOWLEDGED AND ACCEPTED: GRANTEE PECONIC LAND TRUST,INCORPORATED BY: o v.H.Halsey President 28 STATE OF NEW YORK ) COUNTY OF SUFFOLK ) SS: 5{" ` ` On this da of�)in the year 20�`3before me, the undersigned, personally appeared &8*.� ` %(3rkY+ personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. O 'll LISA LUSRANO Notary Public,State of New VbTk No.011-1.15067702 Qualified in Suffolk County Commission Expires October 21,7.a STATE OF NEW YORK } COUNTY OF SUFFOLK } SS: On thia�d y ofJdi in the year 2�before me, the undersigned, personally appeared John v. H. Halseylersonally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public 011 afty OUNM NOTMIY PUKM.STATE OF NEW YORK. Regis- v N&0100124M QAVI d In*A'At 00MV WA E+0w 0011or 7,aw 29 SCHEDULE A Metes and Bounds Description of the Property 30 New York Title Abstract Services, Inc. www.New YorkTitle.com Title Number: NYTA-62875-S-23 Page 1 SCHEDULE A DESCRIPTION ALL that certain plot piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows.. BEGINNING at the corner formed by the intersection of the easterly side of Marratooka Road and the southerly side of New Suffolk Avenue; RUNNING THENCE from said point or place of beginning along the southerly side of New Suffolk Avenue, North 78 degrees 40 minutes 30 seconds East, 997.23 feet to a stone monument and land now or formerly of Doreen E. Evans and Martin P. Evans; THENCE along said last mentioned land the following two (2) courses and distances: 1. South 03 degrees 46 minutes 30 seconds East along last mentioned land, 181.60 feet; 2. South 69 degrees 36 minutes 50 seconds East, 43.82 feet to the westerly side of Deep Hole Creek; THENCE the following three (3) tie line courses and distances along the apparent high water mark of Deep Hole Creek: 1. South 23 degrees 18 minutes 04 seconds West, 99.43 feet; 2. South 03 degrees 31 minutes 41 seconds West, 97.78 feet; and 3. South 06 degrees 44 minutes 36 seconds East, 109.47 feet to land now or formerly of Douglas Hirsch and Leslie Hirsch; THENCE along said last mentioned land the following three (3) courses and distances.. 1. South 78 degrees 40 minutes 30 seconds West, 97.20 feet; 2. South 86 degrees 40 minutes 20 seconds West, 55.88 feet to a monument; and 3. South 08 degrees 09 minutes 00 seconds East, 321.41 feet to a concrete monument and land now or formerly of Edward Hanes; THENCE along said last mentioned land, and along land now or formerly of Henry J. Loefler and Nancy M. Loefler, and land now or formerly of Gerard E. Diffley and Karen L. Diffley, South 78 degrees 47 minutes 10 seconds West, 440.77 feet; THENCE North 71 degrees 39 minutes 20 seconds West, 223.91 feet to the easterly side of Marratooka Road; 1 New York Title Abstroct Services,Inc. www.NewYorkTitle.com Title Number: NYTA-6287"-23 Page 2 THENCE northerly along the easterly side of Marratooka Road the following two (2) courses and distances: 1. North 24 degrees 38 minutes 30 seconds West, 275.29 feet; 2. North 18 degrees 14 minutes 20 seconds West, 425.18 feet to the point or place of BEGINNING. SUBJECT to a Right of Way over the subject premises as contained in Liber 1043 Cp. 140, as repeated in Liber 4980, Cp. 548, in Liber 12241, Cp. 322, and in Liber 12700, Cp. 877. SUBJECT to a Right of Way in favor of Tax Lot 002.000 as contained in Liber 5759, Cp. 305, and repeated in Liber 11974, Cp. 395. 2 EXHIBIT A Conservation Easement Map 31 i . . . . . . . . . . . . . . . . . . . . . . . . . . Rrseru/Drzr'lapmrm . . . eJ]A - . . . . . . . . . . . . . . . . I.05 A/rwa . . . . . . . . . .Area 12 D,.*p-- - ' - - - ' - ' - . . . ' ' . . . . . . . . . DEEP HOLE . . . . . . . . .ri.2bTwarnr.ri. . . . . . . . . CREEK Landscape Screening 7 A:"I AS . . . . . . :S=., : : : : : : : : : : : : : : : . �+ Arai •• Permitted $ 2.80An?d : : : . : : : : : : : : : : : : : : . . : . : : — •— Prohibited . . . . . . . : : . . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . ' Rrveriitr?rwl�gnur.! . . . . Arm' a.avnrna .....4iirrl t1,� 700-_ 200 \ .� Peconic Land Trust i7 295 Hampton[load/PO Sox IM Deep Hole Creek/Koehler SCTM#: 1000.115-10-1 r31-2t1'1.3195 Exhibit A Prepared by:Thom 1 Vas Corcoran Town. of Southold, 1 Acreage 14.41 Acres Prepared On:5/8/2023 www.PeconicLand rmst.org uaa.SWUk Cu7nty Rea f'ni rty Taa:Yviw Apixy EXHIBIT B • Baseline Documentation Acknowledgement The undersigned, on behalf of Grantor, and John v. H.Halsey, representing Grantee,certify as follows: a) Each is familiar with the condition of the Property, and b) Each does hereby acknowledge and certify that the Baseline Documentation, and all of its inclusions, dated Tuts 31 Qoal is an accurate representation of the condition of the Property as of the Effective Date of the Conservation Easement. Duplicate originals of the Baseline Report were signed and delivered by each of Grantor and Grantee, and each will receive duplicate originals of the Baseline Documentation as of the conveyance of the Easement. GRANTOR DHC Land LLC, a Delaware Limited Liability Company 4L-� 4 - ' 4C IC061 Its: AS S16-�IA'1ZAk GRANTEE UU PECONIC LAND TRUST, INCORPORATED, a not-for-profit New York corporation LL Br.a v. H. Halsey Its: President 32 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. 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 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