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HomeMy WebLinkAbout8074 bona Lisvll 6zo 41 ull� am-it I- .31 u ' ._ 'Se6 -ISO- ot Owner: Hayley Donaldson File#: 8074 Address: 710 East Rd Code: 17PA Agent Info Twin Forks Permits 288 E. Montauk Hwy Hampton Bays, NY 11946 Phone: 631-644-5998 Fax: Email: lisa@twinforkspermits.com 9S .00 STD P r BOARD MEMBERS SO Southold Town Hall Leslie Kanes Weisman, Chairperson o. 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: G p Nicholas Planamento Town Annex/First Floor .�` � Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 RECEIVED http://southoldtownny.gov ;U&4 G ' ZONING BOARD OF APPEALS TOWN OF SOUTHOLD FEB 2 5 M26 Tel. (631) 765-1809 iL xna--V� Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 19, 2026 ZBA FILE: No. 8074 NAME OF APPLICANT: Haley Donaldson PROPERTY LOCATION: 710 East Road, Cutchogue,N.Y. SCTM No. 1000-110-7-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 6,285 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures a total of 61.42 feet and is adjacent to East Road, the easterly property line measures 97.97 feet,the southerly property line measures 60.00 feet and the westerly property line measures 110.00 feet. The property is improved with a one-story dwelling as shown on the survey map prepared by Paul Flash, L.S., last revised July 16, 2025. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124; and the Building Inspector's Notice of Disapproval based on an application for a permit to construct additions and alterations to a single-family dwelling; at 1) less than the code required minimum front yard setback of 35 feet, located at: 710 East Road, Cutchogue,NY. SCTM No. 1000-110-7-20. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single- family dwelling. The proposed construction, which includes a gabled roof over the front stoop, on this nonconforming 6,285 square foot lot located in the Residential R-40 Zoning District is not permitted pursuant to Article XXIII, Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The construction will have a front yard setback of 23.2 feet. ADDITIONAL INFORMATION: No objections were received regarding this application. The applicant is using the same footprint to this preexisting nonconforming front yard setback. The Site Plan drawings prepared by John C. Gramlich,Architect and dated July 24,2025 show the changes to the roof line,new proposed exterior decks along with a covered entry stoop. J' Page 2, February 19,2026 48074, Donaldson SCTM No. 1000-110-7-20 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5, 2026 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The application is to reconstruct the existing roof line to create a more pleasing aesthetic to the residence while working within the existing footprint and front yard setback along with modifying the front entry. The proposed changes will enhance the look of the home from the roadway. 2. Town Law U67-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As previously stated, this is a preexisting, nonconforming residence with a pre-existing 23.2-foot front yard setback. The change in the east side of the roof and a change to the covered front entry remain within the existing footprint. The sky plane will not be affected. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 33.7%relief from the code. However, the proposed alterations will remain within this nonconforming preexisting footprint and the front yard setback will not change. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an aesthetically pleasing roof line, two new outdoor decks ,and a reconfigured covered entry stoop while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan(Sheet SP-1.1) last revised February 28, 2025 and Architectural Plans(Sheets EX-1,A-1.0,A-1.1,A-1.2,A-2.0, A-2.1,A-3.0, and S-1.1) last revised July 24,2025,all prepared by John C. Gramlich, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed rear decks must remain open to the sky. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Page 3, February 19,2026 #8074, Donaldson SCTM No. 1000-110-7-20 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date of this decision Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento,Acampora, Lehnert, and Steinbugler. (5-0) Leslie Kanes Weisman,Chairperson Approved for filing /0�)p /2026 SYMBOLLEGEND DRAWING INDEX FILE LOCATION.- ATTIC ACCESS PANEL F --,I CV-1 COVER SHEET 22"x30"CLEAR OPENING REFER TO 1< I SECTION R807 OF NYS RESIDENTIAL CODE GN-1 GENERAL NOTES BATH/POWDER ROOM EXHAUST FAN BC-1 BUILDING CODE COMPLIANCE REVISIONS: EC-1 ENERG CODE COMPLIANCE NO. DATE DESCRIPTION DRYER EXHAUST EC-2 ENERGY CODE COMPLIANCE _A� — 2 SMOKE DETECTOR SITE PLAN 710 EAST ROAD , CUTCHOGUE NY 119, 35 SP-1 SITE PLAN CARBON MONOXIDE DETECTOR A4 EXISTING PLANS WINDOW DESIGNATION EX-1 E-XISTING PLANS &ELEVATIONS A6 EXTERIOR ALTERATIONS & NEW EXTERIOR DECKS A DOOR DESIGNATION CONSTRUCTION PLANS A-1.0 BASEMENT CONSTRUCTION &DEMO PLANS ROOM NAME&NUMBER Room Name A-11 1ST FLR CONSTRUCTION& DEMO PLANS Ag ......... Mi""na."m .................... ..�il,, ­,,,, A-1.3 ROOF CONSTRUCTION&DEMO PLANS Ell ................. 1710 11 SRI Ms IN a s: WALL TYPE DESIGNATION =FP01 EXTERIOR ELEVATIONS ATE LAW- .......... NYS ST ELEVATION DESIGNATION A-2.0 EXTERIOR ELEVATIONS A-2.1 EXTERIOR ELEVATIONS UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL DETAIL DESIGNATION PLANS OR SPECIFICATIONS SECTION DESIGNATION ZD2 BUILDING SECTIONS-WALL SECTIONS-DETAILS BEARING A LICENSED ARCHITECT'S Hill I'M A2 SEAL IS A VIOLATION OF PART A-3.0 BUILDING SECTIONS i OF TITLE 8 OF THE A-4.0 DETAILS OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEWYORK. i'v i�, ABBREVIATIONS STRUCTURE FRAMING 'A'UR", S-0.1 STRUCTURAL NOTES ARCHITECT'S SEAL & SIGNATURE: A.B. ANCHOR BOLT LNDG LANDING S-0.2 NAILING &CONNECTORS SCHEDULE ,Mi AFF ABOVE FINISHED FLOOR LVIL LAMINATED STRAND LUMBER AVG AVERAGE S-1.1 FRAMING PLANS L)A I MOISTURE BAi BID BOARD MFG MANUFACTURER B.C. BOTTOM OF ML MICROLAM BSMT CELLAR I MASONRY OPEN!�',i ci CONTROL JOINT NIC NOT IN CONTRACT ci CEILING JOIST CONC CONCRETE O.C, ON CENTER CT COLLAR TIE OF N Vt� PIL HT PLATE HEIGHT DBL DOUBLE PSL PARELLEL STRAND LUMBER DJ DECK JOIST DWG DRAWING RJ ROOF JOIST R.O. ROUGH OPENIi EJ EXPANSION JOINT RR ROOF RAFTER EL ELEVATION EXIST'G EXISTING Sim SIMILAR EXT EXTERIOR T.O. TOP OF F.F. FINISH FLOOR TYP TYPICAL 41 FLR FLOOR I w!"N' FJ FLOOR JOIST UN UNLESS NOTED FND FOUNDATION FTG FOOTING V.B., VAPOR BARRIER VERT VERTICAL GLAM GLULAM VIF VERIFY IN FIELD -- _----- --------- -------------- HDR HEADER WD Wool) HORIZ HORIZONTAL JOHN C. GRAMLICH ARCHITECT INT INTERIOR 248 ROUTE 25A-SUITE#3066 CODE & ZONNG & PROJECT DATA EAST SETAUKET, NY 11733 TEL (631)384-1752 TOWN TOWN OF SOUTHOLD JCGRAMLICH@GMAIL.COM ZONE R40 LOW DENS11-Y RESIDENTIkL TAX MAP NUMBER D:1000 S:110 13:07 1 CLIENT INFO: OCCUPANCY RESIDENTIAL-SINGLE FAMILY HAYLEY FEMA X DONALDSON EI L MAP CONSTRUCTION TYPE 5B 1059 3RD AVENUE -APT 26A NEWYORK, NY 10065 ENERGY CODE 2020 ENERGY CONSERVATION REVI E D RY 7B CONSTRUCTION OF NYS CODE nr_CIS10N#...... REFER TO H.E.R.S. RATER DATA BUILDING CODE 2020 NYS BUILDING CODE DATF-r), PROJECTINFO: EXISTING BUILDING CODE 2020 1 EXISTING BUILDING CODE 710 EAST ROAD ADDITIONAL REFER TO GENERAL NOTES& CUTCHOGUE NY 11935 DESIGN CRITERIA SHEETS FOR NOTES,SPECS,CLIMATIC DATA, SCHEDULES, ETC RECEIVED PERMITS &FILING ALL TRADES SHALL FILE FOR PERMITS, PAY ALL FEES, &PROVIDE ALL NECESSARY INFORMATION & Def 2 1 2UZ5 PROJECT TITLE: DOCUMENTS AS REQ'D BY THE 710 EAST ROAD LOCAL JURISDICTION 10"D Ole APPEALS PROJECT DESCRIPTION: LOCATION MAP ALTERATIONS PHASE- CONSTRUCTION CHECKED BY- INCEPTION DATE: �A JCG 12.01 .2024 DRAWN BY: CURRENT DATE: MEN' BUILDING AREA CALCULATIONS 4"0 BASIC SCOPE OF WORK 1,Is 0 IMF, JCG 07.24.2025 EXTERIOR WORK DESCRIPTION EXIST'G NEW TOTAL 1 INSTALL NEW MAIN REVERSE GABLE OVER EXISTING SPACE. p h", LOWER LEVEL KITCHEN 209 SF 0 SF 209 SF CATHEDRAL CEILING. NO NEW SQUARE FOOTAGE OR ATTIC ADDED. DRAWING TITLE: 2020 CODE: COMPLIANCE 2. REMOVE EXISTING FRONT STOOP ROOF. UNFINISHED BASEMENT 517 SF 0 SF 517 SF 3. INSTALL NEW FRONT STOOP ROOF, COVER FIRST FLOOR 858 SF 0 SF 858 SF ALL NEWWORK SHOWN HEREIN SHALL CONFORM TO"LEVEL 2&LEVEL 3 4. REMOVE EAST SIDE ENTRY STAIR. ALTERATIONS"AS DEFINED BY THE 2020 NYS RESIDENTIAL BUILDING 5. INSTALL NEW, UNCOVERED SIDE ENTRY DECK&STAIR,WRAPPING 11 1 M TOTAL LIVING AREA 1,067 SF CODE. AROUND TO REAR OF HOUSE. 6. INSTALL NEW REAR DECK WITH STAIR AND OPEN PERGOLA ABOVE. ROOFED OVER FRONT STOOP 33 SF 0 SF 33 SF 7. INSTALL NEW DOORS&WINDOWS. PRE 2000 CODE COMPLIANCE SHEET NO: ox 8. INSTALL NEW ROOFING&SIDING. UNCOVERED DECK 0 SF 127 SF 127 SF ACCORDING TO RECORD THE HOUSE WAS BUILT PRIOR TO"APRIL 9, 1957" INTERIOR WORK AND IS THEREFORE ASSUMED TO BE IN COMPLIANCE WITH ALL RELEVANT DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SF 9. REMOVE WALL BETWEEN SUNROOM&DINING ROOM. CODES DURING THIS PERIOD, INCLUDING BUT NOT LIMITED TO ENERGY 10. CATHEDRAL CEILING OF LIVING ROOM& DINING ROOM. CODE. .......... LOT AREA 6,285 SF n (DNALDSON RESIDENCE N ,2 ,11 i FILE LOCATION: 1 , NO. DATE DESCRIPTION 2 — 11935 710 EAST wRm�kOAD , CUTCHOGUE Kj 3 — 4 — 5 — EXTERIOR ALTERATIONS & NEW EXTERIOR DECKS 6 — 7 — 8 — 9 — ZONING CRITERIA _ TOWN OR VILLAGE TOWN OF SOUTHOLD ZONE R-40 LOW DENSITY RESIDENTIAL 1 V 3 1 ® �] ; ,10 „ W W 110. 00 9 FESC ZONE'X' NYS STATE LAW: /� DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM UNAUTHORIZED ALTERATION OR I LOT AREA 40,000 SF 6,285 SF NO CHG INO ADDITION TO ARCHITECTURAL r BUILDING HEIGHT 32'-0"MAX 17'-6" 19'4" YES PLANS OR SPECIFICATIONS i BUILDING STORIES 2.5 MAX 1 STORY 1 STORY YES BEARING A LICENSED ARCHITECT'S r SEAL IS A VIOLATION OF PART r FRONT YARD HOUSE 35-0"MIN 25.6' 25.6' INO 69.5.E OF TITLE 8 OF THE r _ r F.YARD STOOP 35'-0"MIN 23.2' NO CHG INO OFFICIAL COMPILATION, CODES, r RULES AND REGULATIONS ? i—� —�� i F.YARD STOOP ROOF 35'-0"MIN 23.2' 23.2' INO } 35.0, / OF THE STATE OF NEW YORK. I O Q O F Y SET F.YARD MAIN GABLE 35'-0"MIN 24.0' INO Y L al w BgCK SIDE YARD HOUSE 10'-0"MIN 11.5' NO CHG YES w Q j SIDE YARD HOUSE 10'-0"MIN 16.3' NO CHG 'YES ARCHITECT'S SEAL & SIGNATURE: a0 j� i S.YARD HOUSE COMBINE 25'-0"MIN 27.8' NO CHG YES,� IX ' �r SIDE YARD DECK 10'-0"MIN 13.5' 'YES �t'ED APC,y II II "I II II II II II 1", II S.YARD DECK COMBINED 25'-0"MIN 25.0' YES REAR YARD HOUSE 35'-0"MIN 46.0' YES REAR YARD DECK 35'-0"MIN 37.9' YES EXISTING 4'-B"x T-4"COVERED f r LOT COVERAGE is ii € xt. eck € I MASONRY FRONT STOOP TO REMAIN J r S� REMOVE EX.ROOF OVERHANG WHICH f r DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM � DOES NOT PROPERLY COVER THE / STOOP&REPLACE W/A NEW ROOF& BRACKETS ® / LOT SIZE 6,285 SF NO NG�' LOT COVERAGE%MAX 20% 13.6% 19% 'YES 35.0' I EI,Ii { Ill I r II II II I � \\ adl NEW DECK TO R.Y. II II II I ��='F kEkEkE --- ----- ------ V ' HOUSE 858 SF NO CHG zo O %r FRONT STOOP 33 SF NO CHG DECK 0 SF 127 SF DECK W PERGOLA 0 SF 235 SF Ex\' I /' i 23.2'To r I (I �" I ---------jT--------- I � OP TO F.Y. r GFAr'Tit , NEW REVERSE(SRBLE ROOF ( DESCRIPTION MIN&MAX EXIST'G PROPOSED (CONFORM DOES NOT EXCf#ED EX.ROOF O.H SETBACK&IS BIELOW MAX HEIGHT ALLOW�b&IS WITHIN �� r O \ LOT SIZE 6,285 SF NO THE SKYPLAN I r LOTS UP TO 10,000 SF 1,500 SF `" " EX. HOUSE TO R.Y. I I 1! I / i I \ j 25.6' 1 1 V /r ADDITIONAL SF ALLOWED 600 SF / I 01 \ EX. HOUSE T i TOTAL SF ALLOWED 2,100 SFF.Y. a C� ® 42.2' !! (ill€ I;:; I;.! I €?1i,3`s,I IIt � ! II 24.0' / HOUSE / 858 SF NO CHG YES r r NEW DECK TO R.Y. Z EX•&NE 'ROOF O H TO F.Y. JOHN C. GRAMLICH Y 11 0 � BUILDING AREA CALCULATIONS ARCHITECT cliO u `� w �1 r \ DESCRIPTION EXIST'G NEW TOTAL 248 ROUTE 25A-SUITE#3066 0 ih O r' w ~ 1 L_ / LOWER LEVEL KITCHEN 209 SF 0 SF 209 SF v Q _ Z --`__________ _ i EAST SETAUKET, NY 11733 2' w — UNFINISHED BASEMENT 517 SF 0 SF 517 SF TEL(631)384-1752 z % FIRST FLOOR 858 SF 0 SF 858 SF JCGRAMLICH@GMAIL.COM r TOTAL LIVING AREA 1,067 SF CLIENT INFO: /rr ROOFED OVER FRONT STOOP 33 SF 0 SF 33 SF HAYLEY r UNCOVERED DECK 0 SF 127 SF 127 SF DONALDSON / ,�T���T� � � CJ� DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SF BLOCK DRI 0/ �/ rr cl�042 109 9 E 97. 9 7 CV � 0 1059 3RD AVENUE -APT 26A S31 9 ' LOT AREA 6,285 SF NEW YORK, NY 10065 / O r O r r RECEIVED PROJECT INFO: 710 EAST ROAD �r bC 1 2 1 2025 CUTCHOGUE NY 11935 r �SCAREVIEWED BY ZBA PROJECT TITLE: LE . 1/8" = 1' — 0" N DECISION# 710 EAST ROAD LOCATION MA WA PROJECT DESCRIPTION: ALTERATIONS PHASE: " - CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 12.01.2024 DRAWN BY: CURRENT DATE: JCG 02.28.2025 DRAWING TITLE: s , n k i SITE PLAN µ` SHEET NO: ■ FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION - -A: 2 - - 3 - 4 = 5 Bedrm-1 Bedrm-2 6 _ Exist,g Exist,p 7 8 LIJ rEH7 F] 1 0 Bath-1 ZIP Exist q F- NYS STATE LAW: Stoop Exlsfq UNAUTHORIZED ALTERATION OR I I ADDITION TO ARCHITECTURAL V//� PLANS OR SPECIFICATIONS V l ED u I I BEARING A LICENSED ARCHITECT'S I I SEAL IS A VIOLATION OF PART I 1 69.5.13 OF TITLE 8 OF THE I I OFFICIAL COMPILATION, CODES, NORTH EX I ST G ELEVATION Sun Dinin I I Living RULES AND REGULATIONS xlsIsug Fxst,g I I Exsrg OF THE STATE OF NEW YORK. SCALE : 3/16" = 1' - 0" FRONT I EAST EX I ST G ELEVATION I I ARCHITECT'S SEAL &SIGNATURE: SCALE : 3/16" = 1' - 0" L.SIDE ED ARC, Stair * ar xFistg i � Y_ ------- J (P "IC" ---- FOF NEB 1ST FLOOR EXIST'G PLAN SCALE : 3/16" = 1' - 0" N FEII f_j t .... �,:h. N✓rb `. y LI ■ ❑� I I I JOHN C. GRAMLICH ARCHITECT E LL--ll IE-111 ILI I I I I I 248 ROUTE 25A-SUITE#3066 o Kitchen Ex;st,g J EAST SETAUKET, NY 11733 TEL(631)384-1752 © © JCGRAMLICH@GMAIL.COM CLIENT INFO: HAYLEY UP EXISTG DONALDSON TV / I III 1059 3RD AVENUE -APT 26A NEW YORK, NY 10065 I II WEST EXIST'G ELEVATION SOUTH EXIST G ELEVATION I I III SCALE : 3/16" = 1' - 0" R.SIDE I I I I SCALE : 3/16" = 1' - 0" REAR I I I I PROJECT INFO: III III ICI ICI 710 EAST ROAD I�I 11411 � CUTCHOGUE NY 11935 I I Unfinished 1 III Exist I � I III III II II ICI ICI ❑III I I 1 PROJECT TITLE: 710 EAST ROAD III III I I I I PROJECT DESCRIPTION: ALTERATIONS II II PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 12.01 .2024 DRAWN BY: CURRENT DATE: off r 1- ��' JCG 07.24.2025 z6WN �P ► �' S DRAWING TITLE: EXISTING FLOOR PLANS BASEMENT EX I ST'G PLAN L MAP SHEET NO: SCALE : 3/16" = 1' - 0" W � BY ZBA N .� ,SION# AS b`7 I DATED' _ i i FILE LOCATION: B D REVISIONS: -3.0 -3.0 NO. DATE DESCRIPTION 22'-2" 1 3 - xlsr'c xlsr'c 4 _ 5 - I I I I I I I I I I I I ^ I I I I I I b - I I I I I I r ------J L-------i I -------------� L------i I I I I I I I 7 - I I I I I I I I Kitchen ; 8 - x II Exist' Q _ N I I x -3.0 L , © © L--- I © © 1 SD NYS STATE LAW: -------- -------- UNAUTHORIZED ALTERATION OR UP ADDITION TO ARCHITECTURAL EXIST'G PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, T I I ® ITI I I N RULES AND REGULATIONS I III I I III coC, OF THE STATE OF NEW YORK. I I III DRYER.VENST DRYEJ I I I I III III a, PER CODE III III ARCHITECT'S SEAL&SIGNATURE: III III III III �A�D Ant, 116 w I I Grade Level i I�I I[�71 III III o �� co III Exist' III R Laf u 0 09 o I I w o I I I EXIST'G WATER s , , III I I v I I SOFTNER - .3` I I III III III sD III � �' oaao51 rr� I I I O I I I O x AO °�"S"' IIII /--� III III III III IIII�,~-I 4 I ( I I III � III III EXIST'G BOILER III III III III I I ► I Exlsr'G HWH III III III EXIST'G VAC III EXIST'G ELEC PANEL " XIST'G 30'-2" 7. RXr , JOHN C. GRAMLICH ARCHITECT B D 248 ROUTE 25A-SUITE#3066 (o U EAST SETAUKET, NY 11733 TEL(631)384-1752 RECEIVED JCGRAMLICH@GMAIL.COM BASEMENT DEMO PLAN BASEMENT FLOOR PLAN nC j 2 ) 2025 CLIENT INFO: SCALE : 1/4 - 1' - 0 SCALE : 1/4 - 1 - 0 NiE HAYLEY ZONING BOARD OF APPEALS DONALDSON 1059 3RD AVENUE-APT 26A DEMOLITION KEY NOTES MECHANICAL DEMOLITION NOTES DEMOLITION NOTES CONSTRUCTION LEGEND FINISH NOTES CONSTRUCTION NOTES NEWYORK, NY10065 KEY DESCTIPTIONI 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING ALL ITEM DESCTIPTION 1. ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS 1. ALL NEW&MODIFIED ELECTRICAL, MECHANICAL,&PLUMBING REMOVE POR7ION OF EXISTING ROOF FRAMING,CEILING 1. ALL MECHANICAL DEMO WORK SHALL BE DONE BY A LICENSED& PHASES OF DEMOLITION&CONSTRUCTION. CONTRACTORS MUST EXISTING WALL TO REMAIN &CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS BEING SLIP RESISTANT. WORK SHALL BE COMPLETED BY QUALIFIED&LICENSED O FRAMING, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL INSURED MECHANICAL CONTRACTOR. DISPOSE OF DEBRIS OFF SITE LEGALLY. ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE CONTRACTOR(S). PROJECT INFO: CEILING. TO PROVIDE A SAFE PATH OF TRAVEL. 2. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS NEW FRAMED WALL 2. ALL FINISHES ARE SELECTED BY OWNER or OWNER'S REPRESENTATIVE U.N.O. 2. STAIRS INDICATED BY ARCHITECT ARE CONCEPTIJA €Ttf REMOVE EXISTING ROOF OVER STOOP. RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE t. ON THE PLANS.FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: STAIRS SHALL BE DESIGNED/CONSTRUCTED BY( �H I n O 10 EAST ROAD 2 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 2.1. FLOORS:CARPET,TILE,WOOD FINISHES,ETC ACCORDANCE WITH NYS BUILDING CODE. �/ R UTCHOGUE NY 11935 REMOVE POR71ON OF EXISTING EXTERIOR WALL TO PROVIDE RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ NEW FIRE RATED FRAMED WALL 2.2. WALLS:PAINT,COLOR I E W V\�� r D BY ZB O NEW OPENING FOR EXTERIOR DOOR OR WINDOW. REFER TO THE GC&ARCHITECT. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. REFER ,_ �. ._ _ _ 2.3. CEILINGS:PAINT,COLOR,SUSPENDED GRIDS 3. FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCA .� CONSTRUCTION&FRAMING PLANS. TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 2.4. MOULDINGS&CASINGS:COLOR&TYPE DRAWINGS. 1 D ECTS 7 10 N REMOVE EXISTING WINDOW OR DOOR WITHIN EXTERIOR NEW DOOR 2.5, MILLWORK:DESIGN,STYLE,COLOR,MATERIALS 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK p- 4O p D100="DOOR"100-SEE SCHEDULE 2.6. DOORS:COLOR,STYLE,HARDWARE COLOR&STYLE 6. REFER TO WALL TYPES FOR ACTUAL MATERIAL M ��� - WALL&CLOSEE UP OPENING OR REPLACE PER PLAN. WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPENCIES �6• -- 6 3'-Ox6'-8"=DOOR SIZE(NO SCHEDULE) 2.7. KITCHEN CABINETS,COUNTERS OVERALL THICKNESS OF WALLS. �� PROJECT TITLE: O REMOVE WOOD FRAMED STAIR&LANDING ELECTRICAL DEMOLITION NOTES ARE TO BE VERIFIED W/THE ARCHITECT. 2.8. APPLIANCES D100 2.9. PLUMBING FIXTURES:TOILETS,BATHS,SHOWERS,SINKS,ETC 7. WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS 710 EAST ROAD REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE 2.10. PLUMBING ACCESSORIES:FAUCETS,TOWEL RACKS&THE LIKE O ADEQUATELY PROTECTED DURING ALL PHASES OF DW100H T ="WINDOW' R S-SEE SCHEDULE 8. WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS PROJECT DESCRIPTION: WALLS SHALL.BE REMOVED BY THAT TRADE. REFER TO M.E.P. 1. ALL ELECTRICAL DEMO WORK SHALL BE DONE BY A LICENSED& CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR EERO DH 3'-Ox6'-8"=DOOR SIZE(NO SCHEDULE) ALTERATIONS DEMOLITION MOTES. INSURED ELECTRICAL CONTRACTOR. REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE W100 1 DH=DOUBLE HUNG C=CASEMENT 9. PROVIDE FIRE BLOCKING AS REQUIRED. REFER TO SHEET GN-1 REMOVE EXISTING SIDING O SATISFACTION OF THE ARCHITECT. DH3'0x5"0 P=PICTURE A=AWNING FOR CODE REQUIREMENTS 2. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. PHASE: 6. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EERO=EMERGENCY ESCAPE RESCUE OPNG 10. PROVIDE DRAFT STOPPING AS REQUIRED. REFER TO SHEET GN-1 O REMOVE EXISTING ROOFING 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH EXISTING SPACES&ITEMS. FOR CODE REQUIREMENTS CONSTRUCTION (CD) RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ THE GC&ARCHITECT. 7. REMOVE ALL EXISTING INTERIOR WALLS, DOORS, DOOR FRAMES, CHECKED BY: INCEPTION DATE: FINISHES, MILLWORK ETC.ASREQDTO ACCOMMODATE NEW DEMOLITION LEGEND JCG 12.01 .2024 CONSTRUCTION AS DESIGNATED ON THE PLANS. ITEM DESCTIPTION DECK CONSTRUCTION PLUMBING DEMOLITION NOTES 8 STONTRACTS SHALL PRVIDE&INSTALL ALL REQIRED UCTURAOLRSHOR SHORING SHOOWN OR NOT SHOWN ONUDRAWINGS. EXISTING WALL TO REMAIN 1. INSTALL STEEL&WOOD FRAMED DECK WITH ALL COMPONENTS AS DRAWN BY: CURRENT DATE: ALL NEW OPENINGS WITHIN EXISTING WALLS SHALL BE EXECUTED SPECIFIED IN THE DRAWING SET. JCG 07.24.2025 IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. DEMOLITION WALL 1.1. ALL FRAMING MUST BE INSTALLED CODE COMPLIANT WITH 1. ALL PLUMBING DEMO WORK SHALL BE DONE BY A LICENSED& CJ_rZ.l�ZTJ� METAL WIND CONNECTORS&THE LIKE. DRAWING TITLE: INSURED MECHANICAL CONTRACTOR. 9. EXISTING ELECTRICAL, MECHANICAL,&PLUMBING ITEMS NOT 1.2. ALL STEEL SHALL BE PRIMED, PAINTED&/OR GALVANIZED FOR BASEMENT REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED DEMOLITION DOOR APPROPRIATE CORROSION RESISTANT CONSISTENT WITH 2. REFER TO PLUMBING DRAWINGS FOR SCOPE OF WORK. CONTRACTOR(S). ��\ OCEAN FRONT PROPERTIES. DEMO & CONSTRUCTION 10. PROVIDE WEATHER TIGHT BARRIERS PRIOR TO DEMOLITION 1.3. PROVIDE STEEL SHOP DRAWINGS FOR ALL STEEL FRAMING& PLANS 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH I ��� COMPONENTS, SHEAR&MOMENT CONNECTIONS, BOLTING RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ WORK OF EXTERIOR WALLS,WIDOWS, DOORS, ETC TO PROTECT 2d "I1 PATTERNS&THE LIKE FOR ARCHITECT'S APPROVAL. THE GC&ARCHITECT. AREAS DESIGNATED TO REMAIN. 2. HANDRAIL/GUARDRAIL SYSTEM -REFER TO RAILING SYSTEM SHEET NO: DEMOLITION WINDOW 3. INSTALL NEW FASCIAS AS SHOWN IN DRAWING SET.ALL NEW 11. VERIFY ALL UTILITIES NOT REQUIRED TO REMAIN IN SERVICE HAVE � ___= � FASCIAS SHALL HAVE CONTINOUS SOLID BLOCKING,CONCEALED BEEN SHUT OFF, DISCONNECTED AND CAPPED OFF WHERE NOTED FASTENERS(FILL HOLES),AND BE PAINTED.COLOR AS SELECTED BY A, BEFORE STARTING DEMO WORK. ARCHITECT. 4. INSTALL NEW DECKING-REFER TO DECKING NOTES. I I FILE LOCATION: - B D REVISIONS: -3.0 -3.0 NO. DATE DESCRIPTION 22'-2" 2 4 4 3 - n n n n n n n n n n I I I I I I I I I I I I I I I I I I I I WALL IN EXIST'G I I n 11 11 1136"H G RDRAILI I I I 11 11 -NIND.OW OPNG 105A 4 - C-- I I t - - --• € - i -' - 1 1) I I I €I{; 47 n -p_' 1' I1 t 6 - II _ I4 4 - \ I 0 '' � �edrm- Bedrm-2 El [12Exist Exist'g �_ - C C I - .' D .C k. I I € 10 105 -3.0 o 1I I i € Ne �►��� 1 I` 1 I bp Sri eF OI6 eb .e I 6 / o -�i I; 1) I I I 106 I � I I I SD �&+ sT� �+�°�° SD 1 I`; 1fl i I 16� NYS STATE LAW: - j I I11 I I l I t / irD 1 i III 1 i I € 8' 1 I UNAUTHORIZED ALTERATION OR I III 1 1 I I I I �� 4'-8° ADDITION TO ARCHITECTURAL O I coIli I l IF I O I �5 .� __ I I € 11--- EXIST'G STOOP - III L 1 � u 1 I - �I I I ( � I I � � ---�' �+ ° SD xi t' PLANS OR SPECIFICATIONS - € 1 C I _1 � _�_ _I E ° � •_ E BEARING A LICENSED ARCHITECT'S 36"H GU R 1 AIL 11 i f I i I I I 1 ( E 102 [ ® Bath-1 z i SEAL IS A VIOLATION OF PART I 11 -___ - -€ t'g - _ _ _ _ _ _ _ _ _ _ - - _ - 69.5.BOFTITLE80FTHE l I 103 X� OFFICIAL COMPILATION, CODES, Ii I I I W I o RULES AND REGULATIONS IIII 4 3 // REMOVE i I I I I stoop I 1 N o M OF THE STATE OF NEW YORK. II 4 ROOF 3 I I OVER I I TI STOOP I I I W ARCHITECT'S SEAL& SIGNATURE: `" I co I I I I ------- �tED ARo R-� ��IIII _j w 8 IIII II 4 IIII t1l1 43 �4 -�f�lll LL� w� w w II 102 III III - - - - - - - - - - - - p jp�I - - - EXISt' c°ow0 rA Delk p IIIII o III o A 107i Q�- N M : - � a IIII 3 I NI IIII -3 0 I I I Living Rm I it IIII i � I I;q I � I I Exist' I [ `° I I 101 I IAI 1 � II IIIIII 4 � 4 4 1 I WALL IN EXIST'G I I WINDOW OPNG I ixt. IDebk I ( ; D102 ; J 0 0 �� € i W101C W101B L J I I I I 3 JGU1ARI 107 , f --------- --------------------- �_ � - - - a *'VE F = Z ------------------ x coQ M coS 30'-2" Ir Ir 12'-2" T-10" JOHN C. GRAMLICH ARCHITECT B D -3.0 D 248 ROUTE 25A-SUITE#3066 VOT EAST SETAUKET, NY 11733 RECEIVED TEL (631)384-1752 IN ^ E M ^ n JCGRAMLICH@GMAIL.COM Vl� /-�1-1ST FLR DEMO PLAN FIRST FLOOR PLAN VIEWED BY ZBq Q i 21 2025 CLIENT INFO: HAYLEY SCALE : 1/4 = 1' - 0 SCALE : 1/4" = 1' - 0" ISION# ZON NGRO>ARDOFAPPEALS DONALDSON N ATED: �►. -- =- 1059 3RD AVENUE-APT 26A DEMOLITION KEY NOTES MECHANICAL DEMOLITION NOTES DEMOLITION NOTES CONSTRUCTION LEGEND FINISH NOTES CONSTRUCTION NOTES NEWYORK, NY 10065 KEY DESCTIPTIOIN 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING ALL ITEM DESCTIPTION 1, ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS 1. ALL NEW&MODIFIED ELECTRICAL, MECHANICAL,&PLUMBING REMOVE PORTION OF EXISTING ROOF FRAMING,CEILING 1. ALL MECHANICAL DEMO WORK SHALL BE DONE BY A LICENSED& PHASES OF DEMOLITION&CONSTRUCTION.CONTRACTORS MUST EXISTING WALL TO REMAIN &CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS BEING SLIP RESISTANT. WORK SHALL BE COMPLETED BY QUALIFIED& LICENSED O FRAMING, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL INSURED MECHANICAL CONTRACTOR. DISPOSE OF DEBRIS OFF SITE LEGALLY. ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE CONTRACTOR(S). PROJECT INFO: CEILING. TO PROVIDE A SAFE PATH OF TRAVEL. 2. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS NEW FRAMED WALL 2. ALL FINISHES ARE SELECTED BY OWNER or OWNER'S REPRESENTATIVE U.N.O. 2. STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL 710 EAST ROAD Of REMOVE EXISTING ROOF OVER STOOP. RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE ON THE PLANS.FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 2.1. FLOORS:CARPET,TILE,WOOD FINISHES,ETC ACCORDANCE WITH NYS BUILDING CODE. CUTCHOGUE NY 11935 REMOVE PORTION OF EXISTING EXTERIOR WALL TO PROVIDE RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ NEW FIRE RATED FRAMED WALL 2.2. WALLS:PAINT,COLOR O NEW OPENINIG FOR EXTERIOR DOOR OR WINDOW. REFER TO THE GC&ARCHITECT. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. REFER - - 2.3. CEILINGS:PAINT,COLOR,SUSPENDED GRIDS 3. FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF CONSTRUCTfION&FRAMING PLANS. TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 2.4. MOULDINGS&CASINGS:COLOR&TYPE DRAWINGS. NEW DOOR 2.5. MILLWORK:DESIGN,STYLE,COLOR,MATERIALS REMOVE EXHSTING WINDOW OR DOOR WITHIN EXTERIOR 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK �' ND100EW 6. REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& O WALL&CLO; ="DOOR" 100-SEE SCHEDULE 2. DOORS:COLOR,STYLE,HARDWARE COLOR&STYLE.SE UP OPENING OR REPLACE PER PLAN. WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPENCIES +s� T-Ox6'-8"= DOOR SIZE(NO SCHEDULE) 2.7. KITCHEN CABINETS,COUNTERS OVERALL THICKNESS OF WALLS. PROJECT TITLE: REMOVE WOOOD FRAMED STAIR&LANDING ELECTRICAL DEMOLITION NOTES ARE TO BE VERIFIED W/THE ARCHITECT. 2.8. APPLIANCES C5) D1001 2.9. PLUMBING FIXTURES:TOILETS,BATHS,SHOWERS,SINKS,ETC 7. WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS 710 EAST ROAD REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE 2.10. PLUMBING ACCESSORIES:FAUCETS,TOWEL RACKS&THE LIKE OADEQUATELY PROTECTED DURING ALL PHASES OF DW100H 3' ="WINDOW' R S-SEE SCHEDULE 8. WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS PROJECT DESCRIPTION: / WALLS SHALL BE REMOVED BY THAT TRADE. REFER TO M.E.P. 1. ALL ELECTRICAL DEMO WORK SHALL BE DONE BY A LICENSED& CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR EERO� DH 3'-Ox6'-8"=DOOR SIZE(NO SCHEDULE) DEMOLITION NOTES. INSURED ELECTRICAL CONTRACTOR. REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE W100) DH=DOUBLE HUNG C=CASEMENT ALTERATIONS 9. PROVIDE FIRE BLOCKING AS REQUIRED. REFER TO SHEET GN-1 O REMOVE EXI7STING SIDING 2. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. SATISFACTION OF THE ARCHITECT. DH3'0x°5'0 P=PICTURE A=AWNING FOR CODE REQUIREMENTS PHASE: 6. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EERO=EMERGENCY ESCAPE RESCUE OPNG 10. PROVIDE DRAFT STOPPING AS REQUIRED. REFER TO SHEET GN-1 OJ REMOVE EXISTING ROOFING 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ EXISTING SPACES&ITEMS. FOR CODE REQUIREMENTS CONSTRUCTION (CD) THE GC&ARCHITECT. 7. REMOVE ALL EXISTING INTERIOR WALLS, DOORS, DOOR FRAMES, CHECKED BY: INCEPTION DATE: L I FINISHES, MILLWORK ETC.AS REQD TO ACCOMMODATE NEW DEMOLITION LEGEND JCG 12.01.2024 CONSTRUCTION AS DESIGNATED ON THE PLANS. ITEM DESCTIPTION DECK CONSTRUCTION 8. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED EXISTING WALL TO REMAIN DRAWN BY: CURRENT DATE: PLUMBING DEMOLITION NOTES STRUCTURAL SHORING SHOWN OR NOT SHOWN ON DRAWINGS. 1. INSTALL STEEL&WOOD FRAMED DECK WITH ALL COMPONENTS AS JCG 07.24.2025 ALL NEW OPENINGS WITHIN EXISTING WALLS SHALL BE EXECUTED SPECIFIED IN THE DRAWING SET. IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. DEMOLITION WALL 1.1. ALL FRAMING MUST BE INSTALLED CODE COMPLIANT WITH 1. ALL PLUMBING DEMO WORK SHALL BE DONE BY A LICENSED& rJ_TrL1T�ZiT METAL WIND CONNECTORS&THE LIKE. DRAWING TITLE: INSURED MECHANICAL CONTRACTOR. 9. EXISTING ELECTRICAL, MECHANICAL,&PLUMBING ITEMS NOT 1.2. ALL STEEL SHALL BE PRIMED, PAINTED&/OR GALVANIZED FOR 1ST FLOOR REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED DEMOLITION DOOR APPROPRIATE CORROSION RESISTANT CONSISTENT WITH 2. REFER TO PLUMBING DRAWINGS FOR SCOPE OF WORK. CONTRACTOR(S). \� OCEAN FRONT PROPERTIES. DEMO & CONSTRUCTION 10. PROVIDE WEATHER TIGHT BARRIERS PRIOR TO DEMOLITION Q 1.3. PROVIDE STEEL SHOP DRAWINGS FOR ALL STEEL FRAMING& PLANS 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH WORK OF EXTERIOR WALLS,WIDOWS, DOORS, ETC TO PROTECT ' �\ COMPONENTS,SHEAR&MOMENT CONNECTIONS, BOLTING RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ Zd �J PATTERNS&THE LIKE FOR ARCHITECT'S APPROVAL. THE GC&ARCHITECT. AREAS DESIGNATED TO REMAIN. 2. HANDRAIUGUARDRAIL SYSTEM -REFER TO RAILING SYSTEM SHEET NO: DEMOLITION WINDOW 3. INSTALL NEW FASCIAS AS SHOWN IN DRAWING SET.ALL NEW 11. VERIFY ALL UTILITIES NOT REQUIRED TO REMAIN IN SERVICE HAVE �, ___ __ � FASCIAS SHALL HAVE CONTINOUS SOLID BLOCKING,CONCEALED BEEN SHUT OFF, DISCONNECTED AND CAPPED OFF WHERE NOTED FASTENERS(FILL HOLES),AND BE PAINTED.COLOR AS SELECTED BY BEFORE STARTING DEMO WORK. ARCHITECT. 4. INSTALL NEW DECKING-REFER TO DECKING NOTES. I I GENERAL ROOF NOTES FILE LOCATION: 1. GC SHALL INSTALL A ROOFING SYSTEM IN ACCORDANCE WITH B D CODE, MANUFACTURER. REFER TO GENERAL NOTES &ROOF COMPONENT NOTES. -3.0 -3.0 REVISIONS: 2. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR ALL NO. DATE DESCRIPTION SPECIFIED MANUFACTURERS&PRODUCTS. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE& A: - LOCAL CODES. 4. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER 2 REQUIREMENTS.WARRANTIES MUST BE MAINTAINED. 3 _ O 5. PROVIDE SHOP DRAWINGS FOR ROOF LAYOUT&ALL _ COMPONENTS-SUCH AS FLASHING,COPING, FASCIA, ETC TO �I ARCHITECT FOR APPROVAL. 5 - 6. ROOF SHALL PITCH AS NOTED ON DRAWINGS 7. PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS 6 8. ALL ITEMS PIERCING ROOF SYSTEM SHALL BE FLASHED& 7 w FASTENED TO TO ROOF IN ACCORDANCE WITH THE _ I— MANUFACTURERS DETAILS.THESE ITEMS INCLUDE BUT ARE 8 YA C PEN ER OLA C NOT LIMITED TO THE FOLLOWING: -3.0 EW Ur -3•0 8.1. PLUMBING VENT PIPES 9 - 8.12 8.12 8.2. EXHAUST&INTAKE DUCTS, FANS,&EQUIPMENT ��� w 9. FLASHING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS " EXIST'G 0 EXIST'G &ADDITIONALLY WHERE REQUIRED BY THE MANUFACTURER& Q CODE 9.1. VALLEYS&HIPS, EAVES NYS STATE LAW: 9.2. BLIND FLASHING WHERE ROOF ABUTTS WALL& THE LIKE 9.3. ALL ITEMS PIERCING ROOF(AS NOTED ABOVE) UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS PITCH ROOF COMPONENTS R-1 BEARING A LICENSED ARCHITECT'S Cy - SEAL IS A VIOLATION OF PART r- ' MATERIAL DESCRIPTION 69.5.B OF TITLE 8 OF THE CD OFFICIAL COMPILATION, CODES, RIDGE.- SHINGLES NATURAL CEDAR SHINGLES RULES AND REGULATIONS OF THE STATE OF NEW YORK. UNDERLAYMENT CEDAR BREATHER BY BENJAMIN(OBDYKE cv �`j, JQ. p ICE&WATER SHIELD SELF ADHERING-REFER TO DETAIL O SHEATHIMG 1/2"EXT GRADE PLYWOOD SHEATHING ARCHITECT'S SEAL&SIGNATURE: � f , MEMBRANE FLASHING SELF ADHERING AT HIPS&VALLEYS QED A 23' po 2 PENETRATIONS USE"BOOT'FLASHING&THE LIKE FOR PLUMB/ ��r� VENT PIPES. USE MFG DETAILS FOR HVAC RIDGE — RIDGE x' `STOOP �'p v METAL FLASHING ALUM 26 GA AT CHIMNEYS&THE(LIKE. USE F. i , 24GA DRIP EDGE&ROOF EAVE& FASCIA. KYNAR COATED. COLOR TBD IGUTTERS&LEADERS ALUM GUTTER 18GA WITH DOWNSPOUTS.TIES # A _ A TO SUBSURFACE DRAINAGE ,�,9 a3806"I !j• -3.0 N N 1 RIDGE-ATTIC-SOFFIT PROVIDE RIDGE VENT, SOFFIT VEINTS,&ATTIC OF IN `- 77 VENTING VENTS MEETING CODE O !� L'9 O w 8:12 0 8:12 HOUSE WRAP & UNDERLAYMENT SIDING -. .: 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN — _ ACCORDANCE WITH BUILDING CODE&MANUFACTURERS - - REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN ° GUTTER CHIMNEY 24.01 ACCEPTABLE ALTERNATIVE. Ex Q A ,�� 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE CX'V UNDER ALL NATURAL CEDAR SIDING.ROOF ?`- 7,LA Y. -, O ICE BARRIER O - �/ PROVIDE ICE BARRIER NOT FEWER THAN(2) LAYERS OF _ LL UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERING M > O POLYMER-MODIFIED BITUMEN. ICE BARRIER SHALL EXTEND FROM JOHN C. GRAMLICH B D L0 LLI THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS ARCHITECT THAN 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING,36" z FOR 8/12 PITCH(R905.1.2) 248 ROUTE 25A-SUITE#3066 X O EAST SETAUKET, NY 11733 TWO LAYERS OF UNDERLAYMENT TEL 631 384-1752 ROOF w DECK �WATERPROOFFINGME1MBRANE JCGRAMLICH@GMAIL.COM ROOF PLAN CLIENT INFO: 8:12 8:12 SCALE : 1/4" = 1' - 0" HAYLEY w RAFTER-~ DONALDSON " iXIST'G C7 EXIST N ,�oIsTG Q ' 1059 3RD AVENUE -APT 26A r NEW YORK, NY 10065 za•ntna. cfmR - - - - - - - - - - - - - - - - - -� /�- - - - � I // I I EX"rERi AL PROJECT INFO:ROAD CUTCHOGUEANY 11935 I 1 1 // REMOVE 2 INSULATION CRITERIA I // ROOF& BRACKETSI 1 I / REFER TO COM-CHECK FOR: // I 1 I 1. INSULATION TYPES&LOCATIONS. PROJECT TITLE: 1 1 LI 2. GC MUST MEET MINIMUM REQUIRED INSULATION VALUES. 1 / / 1 710 EAST ROAD EXTERIOR BRAKE METAL PROJECT DESCRIPTION: ALTERATIONS REMOVE 1 REMOVE 1 DEMOLITION KEY NOTES 1. ALL BRAKE METAL SHALL T .125 ALUMINUM. NOTE ALL BENDS PHASE: I 1 WILL HAVE A RADIUS PER THE THICKNESS OF THE MATERIAL.1 1 - COLOR OF BRAKE METAL TO BE VERIFIED WITH ARCHITECT. � 1 ROOF& ROOF& 1 1 CEILNG 1 CEILNG KEY DESCTIPTION 2. BLOCKING&SHIMMING AS REQD. 3. ALL BRAKE METAL SHALL BE GLUED TO BLOCKING&WALL CONSTRUCTION (CD) 1 1 1 REMOVE PORTION OF EXISTING ROOF FRAMING,CEILING SURFACE. O 1 1 1 FRAMING, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL 4. ALL JOINTS SHALL BE CAULKED. CHECKED BY: INCEPTION DATE: CEILING. JCG 12.01 .2024 1 1 i 2 REMOVE EXISTING ROOF OVER STOOP. I � 1 0 DRAWN BY: CURRENT DATE: O REMOVE PORTION OF EXISTING EXTERIOR WALL TO PROVIDE F. F AP ot)wJCG 07.24.2025 NEW OP IN ON&FEXTERIOR P OOR OR WINDOW. REFER TO ! �lD rryY Z 1 1 I r [� [� RECEIVED DRAWING TITLE: 1 1 1 O REMOVE EXISTING WINDOW OR DOOR WITHIN EXTERIOR r �k 9( •N 4- WALL&CLOSE UP OPENING OR REPLACE PER PLAN. Q 2ND FLOOR I 1 ( 5 REMOVE WOOD FRAMED STAIR&LANDING �� l OC J 2 1J25 DEMO & CONSTRUCTION L - - - - -- - - - - - - - - - - - - - I O ---� I - - - - - - - - - - - - - - -I- _ __ - - - - - - - - - J REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN ����,}(�� PLANS �ta�3R O WALLS SHALL BE REMOVED BY THAT TRADE. REFER TO M.E.P. �"" P OF DEMOLITION NOTES. SHEET NO: O REMOVE EXISTING SIDING IF O REMOVE EXISTING ROOFING ROOF PLAN - DEMO SCALE : 1/4" = 1' - 0" i MAXIMUM BUILDIING HEIGHT LINE EXTERIOR MATERIALS SCHEDULE FILE LOCATION: -— — ——— — — — — —— ———— — ———————— —————— —— —� — — — — — —— — — — — —— — — — — — — — — —— — — —— —— —— — - SYMBOL ITEM DESCRIPTION BRAND-MODEL / \ OROOFING NATURAL CEDAR ROOF REFER TO"PITCH ROOF PITCH COMPONENTS"LIST BOX REVISIONS: / \ RAKE&EAVE 5/4x8 RAKE FASCIA-WHITE AZEK WOOD GRAIN TEXTURE NO. DATE DESCRIPTION FASCIA 5/4x8 EAVE FASCIA-WHITE PAINTPRO&CORTEX FASTNRS / \ RAKE&EAVE 5/4x6 RAKE FRIEZE-WHITE AZEK WOOD GRAIN TEXTURE FRIEZE 5/4x8 EAVE FRIEZE-WHITE PAINTPRO&CORTEX FASTNRS 2 SOFFITS �'x12"SMOOTH-WHITE AZEK NON-VENTED C-2 3 — / \ ROOF COPING MATCH FASCIA 4 COLOR / \ 5 / \ GUTTERS& GUTTERS MATCH LEADERS FASCIA COLOR 6 - FLASHING& KYNAR COATED 7 / M-3 METALS / 8"RAKE FASCIA \ / F-1 \ SHINGLE SIDING NATURAL CEDAR SHINGLE 7"EXPOSURE $ - /NEW ROOF Y S-1 6"RAKE FREIZE F_1 \ S'1 WEATHER TREATED 2"RAKE FREIZE \ F-1 - +1 T-6"EL S-2 = I 8"RAKE FASCIA \ O BRICK VENEER EXISTING BRICK VENEER POWER WASH&WHITE WASH 9 / µ F_1 \\ S-2 - Ak EXIS70'ROOF HT F _ ���6' 'EL µ \��A WINDOWS REFER TO REFER TO SCHEDULES SCHEDULES WINDOW& 5/4x4 CASING-WHITE AZEK WOOD GRAIN TEXTURE DOOR TRIM PAINTPRO&CORTEX FASTNRS GLASS DOORS REFER TO REFER TO ADDITION TO ARCHITECTURAL UNAUTHORIZED ALTERATION OR EAVE 6" W'2 SCHEDULES SCHEDULES // 8"FREIZE ;; PLANS OR SPECIFICATIONS R-1 \\ FRONT DOOR REFER TO REFER TO BEARING A LICENSED ARCHITECT'S �\ - ART I W 3 SCHEDULES SCHEDULES SEAL IS A VIOLATION OF P / ;ry. .;S 1. i_;,,.;,, ,.... ,,_." 9 5 B OF TITLE 8 OF THE 6 . / NEW RR PL HT I € z _ / COLUMNS 6x6 TIMBER NATURAL CEDAR OFFICIAL COMPILATION v o +9'-0"EL — :,:; =1 = ,, .:. ,,::": :::: :,. .,. h \ CODES, 1S$FOL EPL HT I F-1 �/ \ B-1 WHITERULES AND REGULATIONS 1 / BRACKETS& PAINTED WHITE NATURAL CEDAR OF THE STATE OF NEW YORK. WINDOW HD HT € _I...l"...`:..J..,..".I... ..I..; ..` z € s _[.. t I.,-F, i.,1 — — 6"EAVE FASCIA \ µ IF +6'-8" EL ... ."._ .". _.,. S-1 CORBELS PERGOLA PAINTED WHITE NATURAL CEDAR FF ,: i --. ARCHITECT'S S � i I _ EAL& SIGNATURE. W-1 W-1 B 3 A TF E € I s 4 ( ' 3 V _ r, _ ,.r-__, w.grq" yq PORCH CEILING BEADBOARD-WHITE AZEK PVC BEADBOARD E&CB uj 00 4"WINDOW TRIM - ->- 4"WINDOW TRIM w 1r©A I Z T-1 J I. I T-1 Z I C-1 '��� p��e�S' I w 1 E _ EXTERIOR 6"WIDE BOARDS IPE NATURAL WOOD Mi a w p S-1 DECKING .A I ,".O t I I 1.. O _- _. .,," ._ ".,".."�_"_-_...," „_,..,.,. ._..""_I .-._,.. ..,I EXIST'GBRICKSTOOP.,,:: " I --� __. .. - „,:::,-.•<,.. :..", r..... GUARD RAIL 4"x4"TRADITIONAL POSTS VIEW RAIL OR EQUAL a 1ST SUB FLR I 1 fz.l I_,,. ..,. s. V € € CL 1 ,I.,_,.."",. . 1: -,1 -(— .. _ G-1 SYSTEM "ROD"RAILING SYSTEM ALL COMPONENTS WHITE 0-0 REF EL . . I- � € € I 4 i�_i j S ..".�. .,?.., ..,..,".,:.. "",f"".,.,,.✓., l[7 3 S i I € i i E I I B.O. FJ „,.,, . , 45.1 ri. .. ". . _.. 44.7 SYMBOLS: q�, a3$05', Q` z. BRACKET HANDRAIL NOT REO'D B= BRACKETS&COLUMNS M= METALS:GUTTERS, FLASHING ��NEB W- I B-2 1 C= CEILING&SOFFITS P= PARGING 1 W 3 4"TRIM 1 D= DECKING&WALKING SURFACES R= ROOFING 42.6AVERAGE __ ___ _ _ _ — —— ——— — ——— — — — — —— — — — — —— —— — — —— ———— — — — — — — ———— —— — — — — — — — — — — — ——— — — — —— - - S GRADE �2S F- FASCIAS&FRIEZE S- SIDING&SIDING COMPONENT G= GUARD RAILING&FENCING T= TRIM L= LIGHTING W= WINDOWS&DOORS 41.4 16.0' 32'-2" 11.4' HOUSE TO PROPERY LINE HOUSE TO PROPERY LINE NOTES: GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS. MOCK-UP WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION06 BASEMENT SLAB NORTH ELEVATION SCALE : 1/4" = 1' - 0" FRONT " , KK> NIX, a JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL (631)384-1752 NEW ROOF HT JCGRAMLICH@GMAIL.COM +17'-6"EL EXIST'G ROOF HT CLIENT INFO: +164'EL HAYLEY DONALDSON ......""'""" 1059 3RD AVENUE -APT 26A NEW YORK, NY 10065 it .mlu.,^may ` — --- ";3::,.. - - PE ROJECT INFO r_ -8 1/2"EL 1ST FLR PL HT i ' i imm € 1 ; I_ I 1ST FLR PL HT 710 EAST ROAD OIL 3 ` E i € € € E f +s'-o"EL _ "" " -=_"` ==" - „ttt - CUTCHOGUE NY 11935 + WINDOW HD HT _ ."._ 1 1.. ,_ ",:,...:.:: ,-;1, - € €.p,...( . - E I..,"._€ _ {I i { I I ( WINDOW HD HT —€::•e;�,.j.�„q.��E-;:w,_....,.,..w .i. -xr :i,^F.;;.ya""1,,..".'r,';";L;,,,.,.. .,^^„5'—'^^_;,— ""i"_�:"w.';^ ,,.»,... +6'-8"EL I f [, €. i ."" I ""." '._".."1 �.w a "" ( +6-8 EL " ,.f I � .....�.:-..�::�-.„ �., i I PROJECT TITLE:C - _. J RECEIVED 710 EAST ROAD x _� ( ! PROJECT DESCRIPTION: 1 ... ; "._.y �._ .". _, T 2 t 2025 ALTERATIONS EXIST G BRICK STOOP _.,.""E.".... _"-M..-:;, :, ;..; 1ST SUB FLR i € 11 s j ( E I I 1ST SUB FLR CS 0'-0"REF EL _, {..: � 4 L € _ - � "�l ::- :-.<:: ,:.._ - ZONING RQ PHASE: I 0' 0"REF EL I B.O. FJ B.O. FJ BOARD OF APPEALS 44.7 1n 0mu,Mcr)u=Uui,nc0U11;m 0C,r rronnry V.)rl��0 ),0Vr_0 C17rl nM,u0 V rlrin CONSTRUCTION (CD) Mrrr; nra'1n017 „ D Jnor]0" Door n 1" oror.V 0Or7cirp±- FINAL MAP ;C€C3['SC.i�C11^u3 C?t7 ClaC.t Ci L'i C:`1 tl RC1.➢i C's C.Y Ci CS",3s:F Ll CF€ C:CF CI"u"i:.�€:t`.",k CS C:SGi3 i:i ;f fCl Cl iJ€.lG*auC7 C:;;:,B EI C'Tu f,",sGaC:C1"«.' :€ :C;.�'.;Ck i�C1 Cl C2ccaacra Ci D€700 a'€Ll C ?6 cs ac cl are arscrlaac� lc c a REVIEWED BY ZBA CHECKED BY: INCEPTION DATE: 43.2 €acicsr.csni�cics.� r;::arsc�i�lrsacc�c�ra€xnixcai�€c€raga �; '"nncaclaaciou_l i ., � �, E r; � a� € JCG 12.01 .2024 rze,,cuc rac';g -rac to s r € cs�acs c^r,;r.acxc 4, DECISION# ' DRAWN BY: CURRENT DATE: DATED: 40.1 JCG 07.24.2025 OIL BASEMENT SLAB BASEMENT SLAB DRAWING TITLE: HOUSE WRAP & UNDERLAYMENT EXTERIOR ELEVATIONS SIDING 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN WEST ELEVATION ACCORDANCE WITH BUILDING CODE&MANUFACTURERS SHEET NO: REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN SCALE : 1/4" = 1' - 0" R.SIDE ACCEPTABLE ALTERNATIVE. 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE IF UNDER ALL NATURAL CEDAR SIDING. ■ I EXTERIOR MATERIALS SCHEDULE FILE LOCATION: MAXIMUM BUILDIING HEIGHT LINJE SYMBOL ITEM DESCRIPTION BRAND-MODEL -————— — — — — — — — - r ROOFING NATURAL CEDAR ROOF REFER TO"PITCH ROOF / \ ED PITCH COMPONENTS"LIST BOX REVISIONS: / \ RAKE&EAVE 5/4x8 RAKE FASCIA-WHITE AZEK WOOD GRAIN TEXTURE NO. DATE DESCRIPTION FASCIA 5/4x8 EAVE FASCIA-WHITE PAINTPRO&CORTEX FASTNRS / \ RAKE&EAVE 5/4x6 RAKE FRIEZE-WHITE AZEK WOOD GRAIN TEXTURE FRIEZE 5/4x8 EAVE FRIEZE-WHITE PAINTPRO&CORTEX FASTNRS — / SOFFITS }'x12"SMOOTH-WHITE AZEK NON-VENTED 3 - ROOF COPING MATCH FASCIA 4 COLOR / \ OGUTTERS& GUTTERS MATCH LEADERS FASCIA COLOR 6 - / \ FLASHING& KYNAR COATED METALS 7 - / SHINGLE SIDING NATURAL CEDAR SHINGLE 7"EXPOSURE / F-1 8"RAKE FASCIA \\ S-1 WEATHER TREATED / F-1 6"RAKE FREIZE S_1 \\ BRICK VENEER EXISTING BRICK VENEER POWER WASH&WHITE WASH 9 NEW ROOF HTIr +17'-6"EL S-2 \ _ " \ WINDOWS REFER TO REFER TO EXIST'G ROOF 4T W-1 SCHEDULES SCHEDULES \A!� WINDOW& 5/4x4 CASING-WHITE AZEK WOOD GRAIN TEXTURE NYS STATE LAW: DOOR TRIM PAINTPRO&CORTEX FASTNRS UNAUTHORIZED ALTERATION OR GLASS DOORS REFER TO REFER TO ADDITION TO ARCHITECTURAL ,' 6 :,„ \ W-2 SCHEDULES SCHEDULES ,""`^'` PLANS OR SPECIFICATIONS FRONT DOOR REFER TO REFER TO BEARING A LICENSED ARCHITECT'S SCHEDULES SCHEDULES SEAL IS A VIOLATION OF PART / .. ....... _:; ;. .:1. ; 69.5.13 OF TITLE 8 OF THE COLUMNS 6x6 TIMBER NATURAL CEDAR OFFICIAL COMPILATION, CODES, „ RULES AND REGULATIONS ::.,„_.. — +9'-0"ELT o \ N / 1ST FLR PL HT I I E ( I E i 1ST FLR PL HT °� \ O BRACKETS& PAINTED WHITE NATURAL CEDAR OF THE STATE OF NEW YORK. / I+8'-0"EL - = s�� ^ ._ _ `,E,: d: _ I" '`" .x: +8'-0"EL V CORBELS - -- — WINDOW HD HT OW HD HT ---- f WIND PERGOLA PAINTED WHITE NATURAL CEDAR +6 8 EL I _ E I �^„ +6'-8"E L..; ._ .f;r, ; ,: .„;t ',; p B_3 ARCHITECT'S SEAL& SIGNATURE: .f_' ,. PORCH CEILING BEADBOARD-WHITE AZEK PVC BEADBOARD E&CB 4,WINDOW TRIM T 5 R W co co B-100 6"x6"POST ILL _ co W I? �� ,.. ,,;.„.: ...1...'•.. .. ......,„........_...,<.,...,„ _.„„... ._...`s,. 5,: 1co J — EXTERIOR 6"WIDE BOARDS IPE NATURAL WOOD D 1 DECKING � d G-1 w I o GUARD RAIL 4"x4"TRADITIONAL POSTS VIEW RAIL OR EQUAL ktilt O O G-1 SYSTEM "ROD"RAILING SYSTEM ALL COMPONENTS WHITE (a _ 1ST SUB FLR 1ST SUB FLR _ J � 1 0'-0" REF EL 0'-0"REF EL r, _ I SYMBOLS: B.O. FJ B.O. FJ I B= BRACKETS&COLUMNS M= METALS:GUTTERS, FLASHING �C?F N `� w„'„s t„;i.:.., L;,.;e."a;,.t is n,e w s,4::.J[,.. „e .,.,a i«:_.P s„w, .,z::'.:s,4e�: :naw�ar rye a;r�r,,,ac:srsr,0Dv:.r,U011"iMlU csuD ,Ellr :r'efr.�'c•r 0 - C= CEILING&SOFFITS P= PARGING I 10"DECK FASCIA " '' " '- ,—- --�- `-`--�--' I D= DECKING&WALKING SURFACES R= ROOFING F-1 ear:ac :friar nrzrraa a:, c= sr aaac. c.aN r; rrr•. c,c,k{ti; ar ror. '00DDorm as. a 1,0,V frlar"�C211rCa01,;D=�c�e�:?" B-2 F= FASCIAS&FRIEZE S= SIDING&SIDING COMPONENTS 1 €�cDU,' :-,QUs:cfacxc-a0DUr m j�:st�u;lr,=�a=�c:� st,�ac ' w=n;., 42.6AVERAG_E - - - - - - -- EfCfEtNCI- — 43.2 ar-catr �nc`s € •; :, r =ta ;r, r P<r,r — -- - - -- - - -- - - - - - - -- -- - - - - -- - G= GUARD RAILING&FENCING T= TRIM 1Av0V0r 1r.:z;:=f.;:, "I D-1 r€.a=:�c�an�sraanrsar�r�aetcar, e; fa€;fc=a.:Ursa=,,r„r,; ,t�c,rF:�c.;c;;l-; GRADE I o :x cc nc, cac ezaesaonn€sr a sr0r-�Cri,zarfrar ac': . ;t?<�� o I L= LIGHTING W= WINDOWS&DOORS s 'ar r c,= :;c c,ar as 19,00r„�r r" jQ0rl.0 ;.:fr�'m;s € r :acroac;r rl,- 4"DOOR TRIM T-1 � NOTES: „ , .. : �r. 41.0 41.0 I GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS. MOCK-UP 1 W-2 WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION 1 F_1 WOOD TONE LATTICE 39.73OL I ` BASEMENT SLAB BASEMENT SLAB I 1 37.69 37.6 1 ` 11.4' 32'-2" 16.0' HOUSE TO PROPERY LINE HOUSE TO PROPERY LINE SOUTH ELEVATION SCALE : 1/4" = 1' - 0" REAR JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 F-1 8„RAKE FASCIA S-1 S-2 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM RAKE FREIZE CLIENT INFO: „ — HAYLEY DONALDSON 1059 3RD AVENUE -APT 26A NEW YORK, NY 10065 F_1 6"EAVE FASCIA <�:---- „ �.. mtn f gym" 8"WRAPPED HDR t,-1 PERGOLA PROJECT INFO: „ ( L 6"EAVE FASCIA 710 EAST ROAD =4 I - UTCHOGUE NY 11935 � �-.:. 1ST FLR PL HT s i I� , , MM.M r WINDOW HID HT ;_.m.„_c.„ F „ , ;„.„_, „, T :„ = BRACKET B-2 PROJECT TITLE: .. s"xs"POST I ' F 'f ^ j ^` 710 EAST ROAD ..s,„„. .,,.,„„..;L.:}.„,.� ;,„„:;,s:i_'-:';.'r-;¢:r;.;S;a%;-,.r, "" T`, ,_3.,.,�„,1 „s,_„ CO „ zm,,„ B 1 �i�, }^„ RECEIVEDI " - PROJECT DESCRIPTION: � , " f OCTLTERATIONS „.. i I T 2 1 2025 EXIST'G BRICK STOOP 1ST SUB FLR PHASE: ( x ro Ate_ REF ELL A�4R } NSTRUCTION (CD) B.O. F J F n x_. F-1 10"DECK FASCIA ;c .r a,:f a e r r�r € .., m.„,.. ,: r i.' FINAL V A L accc r raar ® - ^ w^4 .. MAP CHECKED BY: INCEPTION DATE: aaa as€, :, , „ a JCG 12.01 .2024 000C 'ar�r�esracsaa0ucl . „ _t„k:,a:,.. _ „„� REVIEWED BY ZBA <_ ;;aac�a ar2caa€seacse�aa ,.„_.., „.�. _ ?'.`;:�."�:'::,:�_,.„„,-.:._ D-1 DECKING a a013ar,ca0Vna: � � _,.:c 42.8 DECISION# '� DRAWN BY: CURRENT DATE: -,raretcc!aacca!�esr��,r 42.6i o i��e�aan�resr�noz�ar�r�aananr 42.12 WOOD TONE = aarc c acccaraaacarnr , G-1 `' DATED: JCG 07.24.2025 F-1 � a a c r r ca c c;ct a r a c'r€a a_, WOOD FRAMED STAIRS WI 36"H LATTICE ;. r r:rr r aar esr aaacr:nr;= a :xs raa scr� aaaar„ce�r,caa F-1 GUARD/HAND RAILS.AZEK D-1 RISERS&WOOD DECK TREADS DRAWING TITLE: 39.73 EXTERIOR ___„_„_,�„_-___„ N,„.�.„„„�,„„„_„_„..��„. ,.....µ,,.�._.„�.„„._„„.�.�__„„.„„_.„„„ BRACKET g-2 F=- _„.�.„,.___._.__„_„.__..��..,��— ��� BASEMENT SLAB ELEVATIONS EXIST'G RAILROAD TIE WALL 37.93 HOUSE WRAP & U N D E R LAYM E N T SIDING EAST ELEVATION 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN SHEET NO: ACCORDANCE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN SCALE : 1/4" = 1' - 0" L.SIDE ACCEPTABLE ALTERNATIVE. F I 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE UNDER ALL NATURAL CEDAR SIDING. rn i FILE LOCATION: 30'-2" REVISIONS: 14'-7^ 14'-7^FC-1 NO. DATE DESCRIPTION NEW ROOF HIT S-0. +17'-6"' EL — EXIST'�G ROOF HT +16'-0"'EL 12 12 / 2 10� �10 o / 3 RR PL HT EXTEND HEIGHT OF WALL FROM 8'-0" �Q I ��7 y EXTEND HEIGHT OF WALL FROM 8'-0" PLATE HEIGHT TO 9'-0"PL HT.REFER TO �L I p PLATE HEIGHT TO 9'-0"PL HT,REFER TO % / 5 — NOTES FOR SCOPE OF WORK NOTES FOR SCOPE OF WORK i 6 FC-7 FC-4 FC-6 _(7 � — � � � /� // \ � — S-0. S-0. S-0. 7 _ BOTTOM CHORD OF TRUSS BEYOND NEW RR PL HT — / / RR PL HT (NOT A CEILING JOIST) +9'0"EL o — - - - - - - - - - - - - - - - - - +9'-0"EL _ 1STFLRPLHT 1ST FLRPLHT - — _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - � 1ST FLRPLHT� 8 4. +8'_0'"EL I r- - - - - - - - - - — WINDOW HD HT I � � T � WINDOW HD HT _ II I II I WINDOW HD HT,�_ 9 - +6, 8�„W I El I I I ( +6'-8"EL III III +6'-8"EL _ I I I I Dining I I II II II II o Dining II II II II Living Rm I I I I I I Exist,g I I o o �' Exist' II II II II Exist' o — - - - - - - - _L — J I I II Co NYS STATE LAW: ico I I II I UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL co II II II II PLANS OR SPECIFICATIONS DD-1 1ST SUB FLR 4 0 1ST SUB FLR _ 1ST SUB FLR _ BEARING A LICENSED ARCHITECT'S REF EL I 0'-0"REF EL EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC 0CS T '-0"REF EL ^ SEAL IS A VIOLATION OF PART B.O. F J — — — — — — — — — B.O. FJ EXIST'G(3)2x8 BEAM EXIST'G(3)2x8 BEAM B.O. FJ 69.5.6 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, EXIST'G COLUMN ---EXIST'G COLUMN RULES AND REGULATIONS OF THE STATE OF NEW YORK. Grade LevdI Grade Level Exist' ti Exist' 4 I ARCHITECT'S SEAL& SIGNATURE: I I I I I I I D ABC OIL BASEM/IENT SLAB BASEMENT SLAB BASEMENT SLAB L �5 c 03805, qQ� SECTION BB SECTION AA �°OrIN " SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" FC-1 _OILNEW ROOF HT S-0. yy "',«;.:, +17'-6"EL EXIST'G ROOF HT EXIST"G ROOF HT +16'-0"EL 12 12 *° +16'-0"EL 12 12 10� �10 8� Q8 �... EXIST'G 2x8 RR @16"OC � ?�Q �Q. I I EXTEND HEIGHT OF WALL FROM 8'-0" PLATE HEIGHT TO 9'-0"PL HT.REFER TO „may„ �.. Attic I ( C NOTES FOR SCOPE OF WORK ��� Attic ?�8 RRy Ei " , FC-6 FC-4 S-0. S-0.2 -- BOTTOM CHORD OF TRUSS BEYOND RR PL HT EXIST'G 2x8 CJ @16"OC (NOT A CEILING JOIST) +9'_0"EL 1k ST FLR PL HT JOHN C. GRAMLICH _ 1ST FLLR PL HT Q Q Q Q _ — — — — — _ 1 ST FLR PL H _ +8'-0"EL 2x12 PERGOLA JOISTS @16"OC EXIST'G 2x8 CJ 16"OC 1 ST FLR PL HT_�_ ARCHITECT If +8'-0"'EL r +8'-0" EL +8'-0"EL I WINDOW HD HT WINDOW HD HT O,WIND(OW HD HT I I I I I ( WINDOW HD HT,{,_ +6'-8"EL -Y +6'-8"'EL I I I I I I +6'-8"EL II +6'-8"EL 248 ROUTE 25A-SUITE#3066 I I I EXTEND HEIGHT OF WALL FROM 8'-0" 60 POST I EAST SETAUKET, NY 11733 PLATE HEIGHT TO 9'-0"PL HT. TEL (631)384-1752 Bedrm-1 Bath-1 I I I Dinin REMOVE PLYWOOD SHEATHING FROM o Pergola Deck Bedrm-1 Bedrm-2 o JCGRAMLICH@GMAIL.COM °D � Exist'g Exist' L� A L —Ex* —1 L —1 TOP 36"OF WALL. 00 C9 New I Exist' ExjSt'g ;o °O REMOVE DBL TOP PLATES. t°co ALL PERGOLA FRAMING ADD SISTERED FULL HEIGHT STUDS. cc Co INSTALL NEW DOUBLE TOP PLATES. CEDAR I CLIENT INFO: INSTALL NEW 48"FULL HEIGHT PLYWOOD ( HAYLEY FROM TOP OF NEW WALL DOWN _ I I DONALDSON _ 1ST SUB FLR _ 1ST StUB FLR 1ST SUB FLR 0 0 REF EL r I 1ST SUB FLR CS 0'-0"RtEF EL 0'-0"REF EL B.O. FJ 2x8 DJ @16"OC EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC 0'-0"REF EL 1059 3RD AVENUE -APT 26A B.O. FiJ EXIST'G 2x8 FJ @16"OC r E�EISG 2x8 FrF@46"OC — — — — B.O. FJ B.O. FJ NEW YORK, NY 10065 FC-8 DD-1 FC 8 DD-1 S-0. -4.0 I I I I Kitchen I Grade (Level I I EXIST'G INTERIOR EXIST'G INTERIOR 0 o ti FRAME WALL Kitchen FRAME WALL o Exist' I xi t' I ti Exist' ti PROJECT INFO: I I I I EXIST'G FOUNDATION EXIST'G FOUNDATION 710 EAST ROAD WALL&FOOTING WALL&FOOTING I I ( CUTCHOGUE NY 11935 O,BASEMAENT SLAB BASEMENT SLAB Jb BASEMENT SLAB co BASEMENT SLAB+ FND PIER MUST BEAR ATOP COMIPACTED FILL(CANNOT BEAR_j ATOP BACKFILL) PROJECT TITLE: 710 EAST ROAD J PROJECT DESCRIPTION: ALTERATIONS RECEIVED PHASE: SECTION DD SECTION CC OCT 2 1 20 CONSTRUCTION (CD) SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" �� CHECKED BY: INCEPTION DATE: ZONINP BOARD OF APPEALS JCG 12.01 .2024 [-r ,-.,NAL MAP DRAWN BY: CURRENT DATE: EVJ EW E D BY ZBA JCG 07.24.2025 79 777.CIS10 N# DRAWING TITLE: �ATEf.�� BUILDING SECTIONS SHEET NO: I FILE LOCATION: REVISIONS: B D B D NO. DATE DESCRIPTION T -3.0 -3.0 -3.0 2 — 3 — FC' 7'-4" _ P.Conc Pier °o�`� �° 4 fl _ 6�5���G° 2 2x8 RIM 2 2x _ 2 2PERG AJOIST �XIS�G 14"DP.CONJPIER.TOPOFPIER L(2____________ _ �_U=8RIM===----- 5 HDR SHALL BE 122"MIN ABOVE GRADE. 1 % - I BOTTOM OF PIER NMUST BE PLACED 36" 2x12 RGOLA JOIST I I MIN BELOW GRADEE ATOP COMPACTED I I I 6x6 POST w I FILL.NO FOONING REQUIRED(-IYP) 0 2x8 DECK JOISTS �el ( I I I J I UI, I I 1.o lol w0 wo wQ �=1[EXISVG X EXIST'G - li o N o EXISTIG 9 N 2x8 CJ p M " °°II lM " �,�° w) 0 2x8 FJ 2x8 J 00 o @16 OCCD I�r 4 I 5 Lu 016 OC H x ¢ _ C C e° o w N @16 OC Al C a EXIST'G I EXIST G 11 I e J ,1 C -3.0 � 2x8 RR 2x8 RR -3.0 -3.0 I`�=- _ N -3.0 I 015"OC 016"0C II `- X N ( I wlo I ;A pr ,iil I i i © NYS STATE LAW: a0000 ===�J1 vl� v s w w w U U r �_ ____�' c .0 co W UNAUTHORIZED ALTERATION OR 6x6 POST I of I To - Q+A i M `� °°o� °°o M °°o I -- ADDITION TO ARCHITECTURAL X @� Ua o��P 2x8 DECK JOISTS N '0 00, ill i� o5 @16"oC PLANS OR SPECIFICATIONS Q BEARING A LICENSED ARCHITECT'S x NIA N N 2 2x8 RIM SEAL IS A VIOLATION OF PART x� �L -- ----- ----=__ 69.5.E OF TITLE 8 OF THE — ----- ------ _ 1 "x1 LVL CONTINUS _ _ 2x8 LEDGER _ (2 1 "x7 "LVL HDR DO NOT SPLICE BEAM OVER POSTS - - ( OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS \ I I II I OF THE STATE OF NEW YORK. it STRUCTURAL \ I I 3-9" g BRACKET c� o it 2x8 kR 1 C 2x8 RR 16"OC I 2x8 _ I I I I u' ~ \ L YOV R I LAYOVER RI GE i I FZ ---- I J w I I I it I I I ARCHITECT'S SEAL&SIGNATURE: � �� U 2x8 DECK 00 �D 0 " W ¢ @ I I I I JOISTS x co Z) \ I � � _ _ J I `I `I ED A w N CD I ___— - I III @16"OC I ��P PC+ I N N N I I p w \ I / o II I S� J4 to to of 'll III III 0 0 I S1�RUCTURAL (2)2x8 HDR wl II II w I w \ I / w BRASIDE)(EA (3)SIDES °N"°j Lu LU ILL! V4/ ZLu > _ _ _ _ _ _ j2 11 d x11g LVL RIDGE _ _ N 1 Ico N — �,� —�1( N t III III t c� -r- ~= "' � 14'-6" I I I EXIST G EXIST'G EXIST G Q3845� Q` 14'-6" I I '9� TRUSS ON CENTER SPACII � T USS ON CENTER SPACING ,- 2x8 FJ I I 2x8 FJ 2x8 FJ N a 0- R\ a II I 016"OC I 016"OC III @1111 �Of NEW D I I �3 � \ ' A-3.0 lIl II I O q o o o i p 2x8 DECK -3.0 p I �I �lll = I JOISTS I CN cli 2x8 R 16"OC 2x8 RR 16"OC L YOVER LAYOVER Ill III I I I I I I I 1 (2)1j"x7+"LVL HDR EXIST" EXIST' -Hi �=�� HDR BRACKET l I wl I 2x8 LEDGER v v l l wo `coo wo c0o I °O CNV " °o O co 11N �. L�_ cam _ - N -(2)2xBREM=- ------------------- 9. -(2)Zx$RIM ---_� o +r. ofran LY 1 I IOfII H i`XL L X--- � =====x--= J� -- -- JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 B D B D EAST SETAUKET, NY 11733 -3.0 -3.0 TEL (631)384-1752 JCGRAMLICH@GMAIL.COM qp�ol CLIENT INFO: 1ST FLR FRAMING PLAN BASEMENT FRAMING PLAN RECEIVED HAYLEY HAYLEYDONALDSON SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" N OCT 21 2025 1059 3RD AVENUE-APT 26A NEW YORK, NY 10065 ZONING BOARD OF APPEALS PROJECT INFO: 710 EAST ROAD CUTCHOGUE NY 11935 STEEL COLUMNS FRAMING NOTES ANCHOR BOLTS ENGINEERED DESIGN ASCE 7-16 •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATINNG 1. ALL DEL.HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS PROVIDE 1/2"DIA ANCHOR BOLTS,7"MIN EMBED @6'-0"OC.MINIMUM& WHERE STRUCTURAL CONDITIONS EXIST OUTSIDE OF THE SHALL BE AS NOTED NOT MORE THAN 12"FROM ENDS&INTERSECTIONS OF PLATES. PARAMETERS OF THE PRESCRIPTIVE METHODS OF THE NYS •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALLL NOTED OTHERWISE. PROVIDE(2)A.B.'S MIN. PER WALL PROVIDE A NUT&WASHER BUILDING CODE,THE ARCHITECT HAS IMPLEMENTED A SPECIFIC PROJECT TITLE: CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy =46 2 ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED TIGHTENED ON TO EACH PLATE. (IBC 2308.3.1) ENGINEERED DESIGN CONDITION IN ACCORDANCE WITH ASCE 7-16 710 EAST ROAD SKI) OTHERWISE. •DO NOT USE ADJUSTABLE COLUMNS PROJECT DESCRIPTION: •DO NOT USE 3"DIA COLUMNS 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED TUBE COLUMN PIPE COLIUMN OTHERWISE. FOOTING & SOIL CONDITIONS LOAD PATH ALTERATIONS WOOD POSTS PHASE: 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. ALL NEW FOOTINGS, PIERS, ETC. MUST BEAR ATOP"VIRGIN SOIL"OR PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTrUP COMPACTED FILL-RESULTING IN III BEARING LOAD-SEE CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL CONSTRUCTION (CD) 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. GENERAL NOTES&LOAD CHARTS. IT IS RECOMMENDED A SOIL DISCREPANCIES TO THE ARCHITECT. POSTS) IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH BORING BE TAKEN TO DETERMINE SOIL CONDITIONS PRIOR TO CHECKED BY: INCEPTION DATE: OTHERWISE. SIDE. COMMENCING FOUNDATION WORK. JCG 12.01 .2024 •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE: BEAM IT IS SUPPORTING. ED 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS oFA ..,f, C��/ -y ® SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. I Y a ® T L DRAWN BY: CURRENT DATE: WOOD POST- 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY DEC S I O N# D JCG 07.24.2025 CODE. DOWEL NOTES ��4TEC�' �> >� � `��`' --�� DRAWING TITLE: 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS REQUIRE BY CODE. 1. FASTEN NEW P.CONC FOUNDATION WALL&FOOTINGS TO EXIST'G NAILING & FRAMING CONNECTORS FRAMING PLANS WALL&FOOTING USING REBAR DOWELS. 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE 2. DOWELS SHALL BE INSTALLED FOOTING TO FOOTING WITH A "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE MINIMUM OF(2)#4 REBARS ALONG THE CENTER OF THE FOOTING CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. FACES. FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR REPORT ALL DISCREPANCIES TO THE ARCHITECT. 3. DOWELS SHALL BE INSTALLED CENTERED IN THE WIDTH OF THE PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE SHEET NO: FOUNDATION WALL @12"OC VERTICALLY. "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS 4. DOWELS SHALL BE DRILLED INTO THE III FOOTING&WALL 4" NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. MIN.&SET IN EPDXY. DOWELS SHALL EXTEND INTO THE NEW WALL LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT &FOOTING 12"MIN. WITH ANY ISSUES OR QUESTIONS I TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,:N.Y. 1 NOTICE OF DISAPPROVAL DATE:.September'22,202kWivro TO: Lisa Poyer(Donaldson) 0 C T 2 1 2025 288 East Montauk Highway Hampton Bays,NY 11946 ZONING BOARD OF APPEALS Please take notice that your application dated.August 6,N25: For permit to construct"addrtttins and atterations'.to an exzstrng single farni dwelling at: Location of property 71.0 East"Road,=Cutchogue NY', County Tax Map No. 1000.—Section 110 Block ,7, Lot 20. Is returned.herewith and disapproved.on the following grounds: The 'o osecl.con'strcicton .+an`this noncazorrn�ri 6 285 s .ft. lot in the R-40.Dis iet.-;is'. :not ermrited urs Cant to Art id e II Section 28't1.124 r'uhicl states lots:rieasurin :less ,. than 20,000 s uare'feet in total size r uire affront and setback of 35. feet. The constwcfUn dill have!:a front yard setback ot''23 2+feet`. Authox�e .,,�griature. Note.to Applicant:Any change or deviation,to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. _ -- RECEIVED APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEAbh T 2 1 2025 AREA VARIANCE House No. 710 Street East Road Hamlet Cutchogue 7MING BOARD OF APPEALS SCTM 1000 Section: 110 Block: 7 Lot(s) 20 Lot Size: 6,285 Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED September 22, 2025 BASED ON SURVEY/SITE PLAN DATED 7/24/25 Owner(s): Hayley Donaldson Mailing Address: 1645 Marratooka Road, Mattituck, NY 11952 Telephone: 908-304-3325 Fax: Email: wgoydan@gmail.com NOTE:In addition to the above,please complete below if applicatiTsig signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Lisa Poyer, Twin Forks Permits for( ) Owner()o Other: Agent Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Telephone: 631-644-5998 Fax: Email: lisa@twinforkspermits.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), ()o Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 7/24/25 and DENIED AN APPLICATION DATED 9/22//25 FOR: (X)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXIII Section: 280 Subsection: 124 Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( )has, (X) has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) RECEIVED 62 Page 2, Area Variance Application Revised 6/2023 0 C T 2 9 2025 REASONS FOR APPEAL ZONING BOARD OF APPEALS (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted, because: The proposed variance request is to reconstruct the existing roof line to a new roof line within the current footprint and front yard setback. There will be no change to the existing residence area within the non-conforming front yard setback. The proposed roof line will include a front facing dormer to the existing roof with no change in interior area and to reconfigure the covered front entry stoop. 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The proposed change is to a pre-existing and non-conforming residence. The only modification is to change the roof line for the front and east side of the roof and the existing covered front entry. 3. The amount of relief requested is not substantial because: The requested change is to an existing residence with no change to the footprint or setbacks. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: It is a modification to an existing residence with no increase in footprint or change to setbacks. 5. Has the alleged difficulty been self created? { } Yes,or {X} No Why: Pre-existing and non-conforiming residence on a non-confomring lot in the R-40 zone. • Are there any Covenants or Restrictions concerning this land? {X}No { } Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. No change to the existing footprint or front yard setback from the pre-exising residence. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. igna ur of Apphsant or uthorized Agent (Agent must submit writt-en-7cdthorization from Owner) Sworn to before me this a O day CHRISTOPHER B BONDARCHUK VOTARI M1RI.I( STATE OIL NIP" PORK Of �p„�. 20� Rq,iwation No IIIROluiix1144 Qualified in Suffolk(0IIn[% Notary Flublic MV Commission Expire, Zoning Board of Appeals RECEIVED APPLICANT'S PROJECT DESCRIPTION OCT 21 2025 APPLICANT: Hayley Donaldson SCTM No. 1000-110.-7-20 ZONING BOARD OF APPEALS 1.For Demolition of Existing Building Areas Please describe areas being removed: Approx. 200 sq. ft. of the street facing east side of the existing roof line to be demolished and reconstructed with a new roof line. Approx. 4.67'x 7.16'covered front entry roof to be reconstructed with a new roof line. H.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A- no new addition area. Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade): N/A Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: N/A III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: One story residence with partial finished basement. Number of Floors and Changes WITH Alterations: One story residence with partial finished basement. IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 1067 sq. ft. Proposed increase of building coverage: 0 for imposed G FA associated with the ZBA application. Square footage of your lot: 6,285 Percentage of coverage of your lot by building area(lot coverage) existing: 13.6%, proposed 19% (deck addition) Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 858 sq. ft. existing, 2100 sq. ft. allowed For Residential lots, is project within the allowable S Plane? (Please refer to Chapter 280, Section 280-208 of the Town Code): Yes, the proposed roof line changes fall below the sky plan requrements. V.Purpose of New Construction: The proposed reconstruction of the roof line and existing coverered entry will improve the street front character of the existing residence for the homeowners. VI.Please describe the land contours (flat,slope %, heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: There is a slope to the land at the street and between the street and the front of the existing residence is gently sloping from west to east, cleared land with some large trees. The proposed relief is to reconstruct the existing roof line only with no change to the house footprint. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 1 Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION &+q RECEIVED A. Is the subject premises currently listed on the real estate market for sale? Yes X No O C T 2 1 2025 B. Are there any proposals to change or alter land contours? X No Yes,please explain on separate sheet. ZONING BOARD OF APPEALS C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? N/A 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? N/A Please confirm status of your inquiry or application with the Board of Trustees: N/A If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey: D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: N/A G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist, please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. Attached. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A I. Please list present use or operations conducted at your property, and/or the proposed use Existing SFR.�nroposed SFR J. (examples:existing single family,proposed:same with garage,pool or other) r-o as as AlWK—oked signatu Date QJ Town of Southold 7/11/2019 o � P.O.Box 1179 'N 53095 Main Rd �o � Southold,New York 11971 6ZECEIVED 2025 CERTIFICATE OF OCCUPANCY ZONING BOARD OF gppB,qLS No: 40495 Date: 7/11/2019 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 710 East Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-20 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/2/2019 pursuant to which Building Permit No. 43704 dated 5/2/2019 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"alterations to kitchen,basement windows and porch to an existing one family dwelling as applied for The certificate is issued to Leary,Bruce&Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43704 6/18/2019 PLUMBERS CERTIFICATION DATED 6/3/2019 ftT.Zees Pl bing&Hgqting Inc. o ' Signature �sanot�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE RECEIVED SOUTHOLD, NY BUILDING PERMIT 0Cr 2 1 2025 (THIS PERMIT MUST BE KEPT ON THE PREMISESZONING BOARD of APPEALS WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43704 Date: 5/2/2019 Permission is hereby granted to: Leary, Bruce PO BOX 529 Cutchogue, NY 11935 To: "as built" alter kitchen and basement windows Replaces BP#36345 At premises located at: 710 East Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 110:7-20 Pursuant to application dated 5/2/2019 and approved by the Building Inspector. To expire on 10/31/2020. Fees: PERMIT RENEWAL $284.40 Total: $284.40 Building Inspector TOWN OF SOUTHOLD 01 BUILDING DEPARTMENT RECEIVE® a' TOWN CLERK'S OFFICE OCT 2 oy�• SOUTHOLD, NY 2025 BUILDING PERMIT ZONING BOARD OF APPEALS (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36345 Date: 4/26/2011 Permission is hereby granted to: Leary, Bruce & Leary, Barbara PO BOX 529 Cutchogue, NY 11935 To: "as built" alter kitchen and basement windows At premises located at: 710 East Rd, Cutchogue, NY 11935 SCTM#473889 Sec/Block/Lot# 110.-7-20 Pursuant to application dated 4/11/2011 and approved by the Building Inspector. To expire on 4/25/2012. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $568.80 CO-ADDITION TO DWELLING $50.00 Total: $618.80 Building Inspector EAST ROAD RECEIVED m.IIo'NOA) N68-07,DO" Al Lg . �T 2 1 2025 CONC TTNCEONIp,,E SS N/F FLEET MON 56.12, Z ZONIN BOARD OF APPEALS CON 2 �r°«c GR1vE[GmvOwr u°I •f� '/Mao?cVxeN° (n c 4 _ 20' uaN O A�v E� N 11 SUP 6' az 16.2' 9 c 1 r*i o WOOD FRAME 99 01. z o RESIDENCE 5a 6 5 9 D O .0 LID P z E� •CC4 o w v I W Ci o n FRO Og ° ° E 3' �0 S 58°17 50 W 60.00 :.u" A N/F LEARY SURVEY OF DESCRIBED PROPERTY SITUATE CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: BARBARA BALDWIN LEARY BRUCE LEARY TM# 1000-110-07-020 GUARANTEED TO BARBARA BALDWIN LEARY BRUCE LEARY SURVEYED 19 AUGUST 2008 NOTE AS PER A SUPREME COURT RULING, INDEX 96- 31813, MOTION DATE 6112100, RIGHTS TO USE SCALE 1°= 20' THE 20' STRIP OF LAND TO THE EAST OF THIS PROPERTY FOR INGRESS AND EGRESS TO SAID AREA = 6,285 S F LOT AND ALSO A FOOTPATH (ACCESS SOUTHERLY OR TO THE BEACH ACROSS THE LANDS OF LEAKY) JOINING TO THE SOUTH OF THIS LOT HAVE 0 144 ACRES BEEN EXTINGUISHED GUARANTEES WDICATEO HERE ON SHALL RUN SURVEYED BY ONLY TO ME PERSON FOR IYHOM THE SURVEY 15 PREPARED,AND ON HIS BEHALF TO THE STANLEY J ISAKSEN, JR O/LE COMPANY,GOVERNMENTAL AGENCY• P O BOX 294 LENOWG INSUIURON,IF USIED HEREON,AND TO IN£A551ONEES OF THE LENDING INS17TUR0N GUARANTEES ARE NOT TRANSFERABLE TO NEW SUF LI<. N Y 119 A,G"ONAL R15RRlDONS OR SUBSEQUENT OWNERS 631—734 5835 UNAUTHORIZED ALTERADON OR ADDIDON TO THIS /— SURVEY IS A WOLARON OF SECRON 7209 OF IHE NEW YURK STATE EDUCAROH LAIV ' COPIES OF ORS SVRLEY MAP NOT BEARING L,I( NSED ND SU EYOR THE LAND SURVEYORS EMBOSSED SEAL SHALL „LV TS LIC o 492 3 08R 1696 NOT BE L'ONSIOEREO TO BE A VALID RUE COPY FORM NO. 4 80 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT CC r 2 1 2025 Office of the Building Inspector Town Hall Southold, N.Y. ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: Z-32938 Date: 03/20 08. THIS CERTIFIES that the building ALTERATION Location of Property: 710 EAST RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 110 Block 7 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 4, 2008 pursuant to which Building Permit No. 33734-Z dated MARCH 14, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is "AS BUILT" NON-HABITABLE BASEMENT ALTERATION IN AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BRUCE & BARBARA LEARY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BSNTS APPROVAL N/A X•ECTRTCAL CERT37ICATR NO. 3051678 11 26 07 PLUMBERS DATED 02/07/08 J ZEES PLUMBING uthorized Signature Rev. 1/81 FORM NO. 3 RECEI VED TOWN OF SOUTHOLD BUILDING DEPARTMENT OCT 11 2025 Town Hall Southold, N.Y. ZONING g pARD pF,gPPEALS BUILDIM PEMUT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PMU41T NO. 33734 Z Date MARCH 14, 2008 Permission is hereby granted to: BRUCE & BARBARA LEARY 351 ASHROKEN AVENUE NORTHPORT,NY 11768 for BASEMENT ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR - NON HABITABLE - AS BUILT. at premises located at 710 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0007 Lot No. 020 pursuant to application dated MARCH 4, 2008 and approved by the Building Inspector to expire on SEPTEMBER 14, 200 . Fee $ 400.00 A oriz Signature ORIGINAL Rev. 5/8/02 TYAOA?Iau4�CeZnF,ra�wr �Y Be<row ReasTays APPROM AS NOTED NDtFlCATS CP.I.L31Z'y�������•�� �Sr, L_o�uLEaDcovTovrEEForTe ' Otw. 1 aN ro IP.4P wT Ai CEHTIFTCATEOFOCCUPAA'GY � IA POR,HS RA10WW0 c16PECTroNs; SOLDER USEDINWAIVO I,PIXMOATQN•T159 RZOUWFC EXCEED MOOF GNNOT POUDH.Foei&PL EXCEED P/fOQ°I%LEA0. P.RDUCH•FAAMAG 6 PICNC:NO A.CL"ULATiIXV 1.FWAI.•CGiSfFOR c 0 bll19T 4 "Lccv CQV9fPR1�10710N GI4llL UEkT TXC ALLP SING P4AECW0 WABIQ W NNCi�RUCePOroNAB `°4 , CD _> LL W O wommmmwm OOMPLYWTTHALICODESOF � (v US REQUJRFD AND CONDMOOOEB STOP LAJO` U3 REQUIRED AND CCiJOTT10N9 OF m �m w.IVA OCCUPANCY OR 67raDsaRANaaeDm USE IS UNLAWFUL O sama�,'R" WITHOUT CERTIFICAT S'� U _Z ° °E "Tg� OF OCCUPANCY 5.0I 56:L p AUCONSTFUDRQNSHmL / `\ MEET THE REQUIREMENTS OF THE CDDESOFNEWYORKSTATE ti Ad Ln I E j2\ EXISTING 1 BASEMENT NT \\ STORY HOUSE ALTERATIONS \ ZO \ A ` V rmm \ \ \ AREA OF \ ` BASEMENT \ ALTERATIONS Lu u! I / IsxPxtl,xvx. `�/S5� �� DRAWM: 7S SCALE:AS NOTED 309 I: F179tUARY 39 3W! 1 FOUNDATION PLAN 2 PLOT PLAN FORM NO. 4 TOWN OF SOUTHOLD O BUILDING DEPARTMENT RECEIVED Office of the Building Inspector Town Hall Southold, N.Y. OCT 2 1 2025 PRE E%ISTING ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No Z-24503 Date JULY 16, 1996 THIS CERTIFIES that the building ONB FAMILY DWELLING Location of Property 710 BAST ROAD CUTCHOGUg, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 110 _Block 7 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a One Family Dwelling built Prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z-24503 dated JULY 16. 1996 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING * The certificate is issued to LAWRENCE KISSLINGER JR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. PENDING - JULY 15 1996 PLUMBERS CERTIFICATION DATED N/A *PLEASE SHE ATTACHED INSPECTION REPORT. Bui ding Inspector Rev. 1/81 ... . .x • /70NINn ECEIVED T 21 2025 OARD OF APPE kLS s tot�itodN/aWat�iOn � a tl.�'� Of rr Ilk 1� Vu do no bow a go �a.•we a�olr. � � . �Dn�WdllrlrOA-rld ��.�rr'fJNOdi2 � 'l aumon"s do mt trw1fj jp NNRWW �f\ ONmAftALAA IN °i��9a LE a Al :4� r * Q� lot __-- qp l►itw .��.ev.�Y�o,�•.��'.��/��✓�'�3/Cl�i'.�.�c/.�,�"Y' � �O.S/lrYCri'r'�+�Ctts�.,p�vfaorrexi' . �vcg�ofv,f�''�r���;T.r.�v�•'�a�r.5�t�p.�/.� p,Q,�tr.U,� / 91 ,s�EEo�-�'���1. ✓�.�;��I.��.�'Yf:oo�.�r�o •��tr.;rL.s�.vvTirE�1�5u��.u� ., RECEIVED QMAGRICULTURAL DATA STATEMENT oC T 2 1 2025 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval, use variance, area 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 an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Hayley Donaldson 2. Address of Applicant: 1645 Marratooka Road, Mattituck, NY 11952 3. Name of Land Owner(if other than Applicant): N/A 4. Address of Land Owner: 5. Description of Proposed Project: The proposed variance request is to reconstruct the existing roof line to a new roof line within the current footprint and front yard setback. 6. Location of Property: (Road and Tax map Number) 710 East Road, Cutchogue, SCTM No. 1000-110.-7-20 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes {X} No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1, N/A 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) ` l b/ a y /as SiWatdre of Applik4n.J Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. RECEIVED 617.20 �`� Appendix B OCT 2 1 2025 Short Environmental Assessment Form Instructions for CompletinS ZONING BOARD OF APPEALS Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Hayley Donaldson Project Location(describe,and attach a location map): 710 East Road, Cutchogue, SCTM No. 1000-110.-7-20 Brief Description of Proposed Action: The proposed variance request is to reconstruct the existing roof line to a new roof line within the current footprint and front yard setback. There will be no change to the existing residence area within the non-conforming front yard setback. The proposed roof line will include a front facing dormer to the existing roof with no change in interior area and to reconfigure the covered front entry stoop. Name of Applicant or Sponsor: Telephone: 908-304-3325 Hayley Donaldson E-Mail: wgoydan@gmail.com Address: 1645 Marratooka Road, Mattituck, NY 11952 City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Town of Southold Building Permit X 3.a.Total acreage of the site of the proposed action? 0.144 acres b.Total acreage to be physically disturbed? 0.05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.144 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑ Commercial X Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 RECEI-"_- 'CJV-�u 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? OCT 2 1 2025 X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of 49MYaWPoRaft dMEALS NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Significant coastal fish&wildlife habitat. Reason:Protect public health water, vegetation &scenic beauty,Agency:Southold,Town of.Agencv:Suffolk County Date:3-24-88, Date:7-12-88 X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Will meet energy code requirements. X 10. Will the proposed action connect to an existing public/private water supply? NO YES Existing PW connection. If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? Existing septic system. NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? Neighboring lot, none on X this parcel b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agri cultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban 12 Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Piping Plover,Common Tern, Least X Tern, Northern Long-eared Bat 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, X a.Will storm water discharges flow to adjacent properties? ®NO ❑ YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO®YES Roof runoff directed to on-site dry wells. Page 2 of 4 18.Does the proposed action include cui,3«action or other activities that impuut,dment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? 0"1 If Yes,explain purpose and size: OCT- X 19.Has the site of the proposed action or an adjoining property26QM 8ftf 9)faq" (g closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spon or name: Lisa Poyer,Twin Forks Permits Date: 10/20/25 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may : occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 RECEIVED -. �H No,or Moderate small to large impact impact ZONING BOARD OF APPEALS may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to enviromnental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may,or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 RECEIVED Board of Zoning Appeals Application OCT 2 1 2025 OWNER'S AUTHORIZATION ZONING BOARD OF APPEALS (Where the Applicant is not the Owner) I Hayley Donaldson residing at 1645 Marratooka Road, Mattituck, NY 11952 (Print property owner's name) (Mailing Address) do hereby authorize Lisa Poyer,Twin Forks Permits (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. *44 ( ner's Signature) Prin (rner's Name) ' RECEIVED O C T 21 2025 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS 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: Hayley Donaldson (Last name,first name,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.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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 corporationich the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)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 that 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 non-corporate 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 2,� day ofSfi 4-20-AT— Signature Print Name izi RECEIVED APPLICANT/AGENTMEPRESENTATM 0 C T 2 1 2025 TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS 111e TOM of Soutliold's Code of Eihics pmhibi6 conflicts of interest on tiie oArt oftown officers and employe ro es.Thenuose of this form is to�rovide'information whicii can alert the town of�ossibwconf icts of rntere Land allow rt to tale whatever action.rs :necessary fo avoid satire. YOUR NAME• ..Lisa Poyer, Twin Forks Permits (Last name,first name,griddle 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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map. Planning Other (if"Other",name the activity.) Do you personally'(or through your company;spouse;sibling,parent,or child)hays a relationship:with any.officcr or employee of the Town of Southold? "Relationship"incliides:by blood,h1airiage„or business interest"Business interest"means a business, including a p tnershin,6 which the'town,officeror employcehas even partial ownership of(or employment by).a corporation in which the tbWh,officeror employee owns more than`:-)%of theshares. YES NO �c if you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold/./A Title or position of that person.. AO Describe the relationship between yourself(the applicant(agemrepresentative)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,dr child is(check all that apply): OVA_ A)the ownerof gieater than 5%of theshaa of the corpo'ote stock of Ube applicant (when the'applicant is a corpo(ation); B)the legal or beneficial owner of any interest in anon-eoiporate entity(ttihenft applicant,is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP A11A Submitted o day of OC_4 20 Signatu Print is Poyer Twin Forks Permits Form TS 1 Town of Southold RECEIVE® LWRP CONSISTENCY ASSESSMENT FORM OCT z , 2025 A. INSTRUCTIONS ZONING BOAR®OF APPEALS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 110 _ 7 _ 20 The Application has been submitted to (check appropriate response): X-Zoning Board of Appeals Town Board 0 Planning Dept. © Building Dept. E] Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 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: The proposed variance request is to reconstruct the existing roof line to a new roof line within the current footprint and front yard setback. There will be no change to the existing residence area within the non-conforming front yard setback. The proposed roof line will include a front facing dormer to the existing roof with no change in interior area and to reconfigure the covered front entry stoop. Location of action: 710 East Road, Cutchogue, SCTM No. 1000-110.-7-20 Site acreage: 0.144 Acres RECEIVEp �Z t I Present land use: SFR OCT 21 2025 Present zoning classification: R-40 ZOIyING BOARD nr APPEALS 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: Hayley Donaldson (b) Mailing address: 1645 Marratooka Road, Mattituck, NY 11952 (c) Telephone number: Area Code( ) 908-304-3325 (d) Application number,if any: None assigned to date. 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? 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. ❑Yes ❑ No ❑X Not Applicable Not a waterfront or coastal property, private residence. No expansion of the existing residence. Will utilize existing infrastructure along the residential street. 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 El Not Applicable Not a historic or archeological significant property, private residence. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 7 Yes D No © Not Applicable RECEivc-u Not a waterfront or coastal property, private residence. n r r 9 a—1 �21821 �- :r ZONING BOARD OF APPEALS 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 0 Yes El No ® Not Applicable Not a waterfront or coastal property, private residence. 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 7 No ®Not Applicable Not a waterfront or coastal property, private residence. 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. 0 Yes [1] No® Not Applicable Not a waterfront or coastal property, private residence. ' RECEIVED OCT 21 Attach additional sheets if necessary ZONING BOARD OF APPEALS Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. © Not Applicable❑ Yes ❑ No Not a waterfront or coastal property, private residence. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No © Not Applicable Not a waterfront or coastal property, private residence. 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. nn ❑ Ye�---1 No© Not Applicable Not a waterfront or coastal property, private residence. 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 © Not Applicable RECEIVES Not a waterfront or coastal property, private residence. OCT 2 1 2025 ZONING BOARD M-APPEAUS- Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No © Not Applicable Not a waterfront or coastal property, private residence. 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 Not a agricultural property, private residence. 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. 0 Yes ❑ No ® Not Applicable Created on 512510511:20 AM • 111 1 1 I F' Ok 17 • '7� ft"I V o� If Ni lot AAA I �• ai .W m_ b 3 �'� �• I � ?' .. `fir � _ �- ':...vlanlSA. :._� :ij<„yiMy- - -e ' 9 of • •• 0 of 9 ' •.• ' • •• . • 0• 0 0 0 MILVAULOW11011IMM19111110 • 111 1 1 R r. lop VIA ol r „r }}.1F' .� •ar s � /' �' r� ^�.W n • "+'gar ,/. 2 iY'"+'w t5�` h 'R �. .+�' '•'n_ t `c � lYa. .� `P", S" r ..:iffy%�"'!''�^ .. 9 �:' *\ _ ,��'�R'?'' •.aF'�,s��y`M,,y" �'!'kt ,•nn "'� '',f�,3.,ta,'F 't�4� r' ell , 'l�t' *1�� 1� f ., � ,7n J'7�:vi't: .,`YF a , y QM A '� Q �k`w"! � f s x�+rf' '� f� � �, \ `�.,�,,, r��• '�"y�"�i �. �i.•1� �` -s 6 �,_ � .�S�4•t�.�. �,.^ 7} ,��`"'q ' i j`. M � � fir` ((pp a �f t5o�4•'{;!`r`1� r� �' s �' `r .r y`7:(.a '�..-+fir:• ,S a .�' CO Hayley Donaldson w710 East Road, Cutchogue rL SCTM No. 1000-110.-7-20 W CV W a' U m r o '• o ', P , ` �Y - � ,� i'��,' rti , ; -d3f +�•j�� 'M a..'� s � _;� .,,�a ,-ara:-' � 7•r.;i, � j?�"` a to ��-'�•�"`�. r .,�,xE I �"- yY '�+-<ra r � Kam, �1 ,� � ^�z ,� �rC;. • .F� rr�F�sz s n a .'7t '-� i qi f�iXR �� � j.{'�0. \ (�• F � � � fi cN.�ry`,7'iy !Y- �j}�,,. � � 1• ^ a� !�4 14, Al 40 < � t.r.. �� s �#y" �t +�'N+-'y , �.Y'kv�-,y6�•L��G''� ..P ♦'ar�,�� \� �1•:. IS :} ,K � ,Mc��;'y H•� K, L%t� .AA +'! lK1'd�i - - ��jj� <� s.✓.i+ �.��- .,�'. ?r$r/ `�. � � rat•r; '...5• s `�r"r ;� v .NU ., :. •``E .1� r S ,`9�'.�f .�..• �r�b 1`�� +k,��•~'t\^�fl, rw y:.`.�J �-e�i�t���. "�y i . r / .t•bl' A r��n•�y W�1�.+,a�<a,�• 7 3.,A��.,`q',, �'�,-i, Photograph 5) View looking north at East Road and the Photograph 6) View looking east across the front yard of the neighboring property across East Road. property. TOWN OF SOUTHOLD VROPERTi RECOI; q/4/..-2-5 OWN ER,.--, STREET ,` VILLAGE DISTRICT SUB. LOT A�.+�• fir-.:.-ter- ��4,c,�,.�. r /- ► f7 �' 74- Al FORMER OWNER r Y` N E . ACREAGE ,�t ��,� if 3'lc.��' �r�;'�`�i�{_�.-�Ef��t, ,�.✓�'1�..�.5�� ���fir, ';�E-'�.Y f , ���`.: tW TYPE OF BUILDING f!_>Jlr�, � 4r_ii��`�i,.° £, �',t'°� i �-'�i:.r�` �•.�.� .�'G�C�f.. �f+Tf, e >�l � ,3�'�v.�� i Rl=S. ( SEAS. VL. FARM COMM. lND. CB. MISC. NND IMP. TOTAL DATE REMARKS `� r � ` �) P �i.. � t gg 1 �jJ �ry^�� J/ jjP � 'S l3 l`g�' F-f' 2 s �• 1 t; r'£ f: r� 1+'3 _ t. .? _S'°'~s CI l� f i' f %rt''i f 001 � � b ��'� �1_i�{�����ff/��/���_-4 _.�����_C_ �]Y��l? \��•1 �� �� 1 �1..��t� � ~.y^�F� r'� � f LA,,.e^_eA ��;L.l=//-- 'd;0`x« 1 i / F1or1 I }`l�;t` is Jet i!�j' bag, aP i Ke p 1 fffCt,`t-O I -- ' t AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre N I Value Per Acre Value T� !e l a Tillable 2 o N oJL 2 Jam(- �jC(�, ` --LU —o�---= --------- — ---� Tillable. 3 Q w c, sC'�" VVoo 'anc(...----{._ J oWG v p� ---- --- i �:., d -- - _ z t p ?% L�-- J— Swarnpland ----'--�-- N BrushlaA'd% 11-11 - 9 House Plot I S"� s •.psi`''* s. i Ag- x777 Yx _ r _ Y a _ a R o ! 0 i a Z F all 1 ICA ei- 110.-7 N. .� i � . I- 31 F. ��.* yam' `.^. � .^•z _ (3ath'Founc{atzon . Ex:ensao :•:� iy: " f3aserrent Ext 1Nal(s (.nterior Fmrsh' a ? 'xa Extension ,I Fire Place Heat �r �4 r s Porch Attic .; Fort. (2oorrs.:_'1 si Floor :l=eezwa ,:;. Patio..::_ x ..Rooms 2nd Floor : � cf r CU E Ic' TWIN FORKS PERMITS October 21,2025 RECEIVED -Via Hand Delivery- Leslie Kanes Weisman,Chairperson 'OCT 2 , ��`� Southold Town Zoning Board of Appeals d 4. 54375 Main Road PO Box 1179 ZONING BOARD OF APPEALS Southold,NY 11971 RE: Zoning Board of Appeals Application Owner:Hayley Donaldson Situate: 710 East Road,Cutchogue SCTM No. 1000-110.-7-20 Dear Chairperson Weisman: Please find the enclosed ZBA application for a variance to reconstruct a portion of the pre-existing and non-conforming residential roof and covered entry for the property located at 710 East Road,Cutchogue(SCTM No. 1000-110.-7-20). Pursuant to the notice of disapproval,the proposed roof reconstruction will occur within the required front yard setback. The pre-existing and non-conforming residence is located 25.6'from the street property line(24'from the roof overhang to the street property line). The proposed project includes partial demolition of the existing roof and construction of a new roof line on the east side of the front facing roof exposure. The pre-existing and non-conforming covered front entry area is located 23.2'to the stoop. This covered entry roof will be reconstructed with a new roof lie. There are no other changes to the GFA or footprint of the residence what will require a variance. In support of this application,please find the following: 1. Application fee in the amount of$750.00; Eight copies of the following: 2. Notice of Disapproval dated September 22,2025; 3. Application to the Southold Town Board of Appeals Area Variance,Applicant's Project Description,Questionnaire, Agricultural Data Statement,Owners Authorization and Transactional Disclosure Form from the owner and the agent; 4. Property Certificate of Occupancy records; 5. Property Record Card; 6. Short Environmental Assessment Form; 7. LWRP Form; 8. Photographs of the property; 9. Proposed site plan survey as prepared by Pinnacle Land Surveyors LLP,dated May 20,2025 last revised July 16,2025;and 10.Two(2)full size and six(6)mini sets of the proposed site plan,elevations and floor plans for the residence improvements as prepared by John C Gramlich Architect,sheets CV-1 dated 7.24.25,SP-1.1 dated 2.28.25,EX-1,A-1.0,A-1.1,A-1.2,A-2.0, A-2.1,A-3.0, S-1.1 dated 7.24.25. Please review the enclosed materials for the proposed residence roof reconstruction. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946 5 c ZBA CHECK FEES-202S Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 10/16/2025 Schulz,Rebekah 9072 $750.00 836 10/24/2025 10/22/2025 MacDonagh,Christine 8073 $1,500.00 1018 10/24/2025 10/22/2025 Donaldson,Hayley 8074 $750.00 4963 10/24/2025 AL Enterprises Inc.(Lawrence, 10/24/2025 John) 8075SE $1,000.00 3376 10/24/2025 $4,000.00 R ,"� #�Y i OCT 2 4 2025 q Fown of Southold P.O Box 1.179• - Southold, NY 11971 * * * RECEIPT * * * Date: 10/24/25 Receipt#: 345500 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8074 $750.00 Total Paid: $750.00 Notes: Payment Type Amount Paid By CK#4963 , $750.00 Goydan, Karen Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 .Name: Goydan, Karen 1645 Marratooka Road Mattituck, NY 11952 Clerk ID: MARIAD Internal ID:8074 SUFFOLK COUNTY �tt LEGAL NOTICE LEGAL NOTICE i SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,FEBRUARY 5,2026 at 10.00 AM PUBLIC HEARINGS L� NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,FEBRUARY 5, 2026;The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBWAR.Additionally,there will be a link to the Zoom Webinar meeting at httpJ/ southoldtownny.gov/.calendar aspx. 16:10 A.M.-JOHN M.HASLBAUER AND KATHLEEN E.HASLBAUER,AS TRUSTEES-#8049-(Adjoumed from November 6,2025)Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's May 22,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:50 Osprey Nest Road, Greenport,NY.SCTM No.1000-35-6-14. 10:20 A.M.-HAYLEY DONALDSON#8074-Requestfor a Variance from Article XXIII,Section 280-124;and the Building Inspector's September 22,2025,Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling,at:1)less thanthe code required minimum front yard setback of 35 feet;located at:710 East Road,Cutchogue,NY. SCTM No.1000-110-7-20. 1o30 A.M.-JOHN LAWRENCE AND KERRY KIMMINS-LAWRENCE#8075SE-Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization.to establish an Accessory Apartment in an existing accessory structure;at:110 Soundview Road,Orient,NY.SCTM#1000-15-a-33. 10.40 A.M.-DIANE E.BIANCULLI#8075SE-Applicant requests a Special Exception under Article III,Section 280-13B.(13).The Applicant Is owner of the subject property requesting authorization to establish an Accessory Apartment in a proposed accessory structure;at:450 Saltaire Way,Mattituck,NY.SCTM#1000- 100-1-37. 1050 A.M.-BKM PROPERTIES OF SHOREHAM,INC.#8077-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's October 21,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to a two family dwelling and legalize an accessory shed;at:1)dwelling less than the code required minimum front yard setback of 35 feet;2).shed less than the code required minimum rear yard setback of 5 feet;at 7600 Main Road,East Marion,NY.SCTM#1000-31-6-11. 11:00 A.M.-VINBAR REALTY CORP./VINCENT CLAPS#8078SE-Applicant requests a Special Exception under Article III,Section 280-1313(13),The Applicant is owner of the subject property requesting authorization to construct and establish an Accessory Apartment In an existing accessory structure;at 2230 Mill Lane,Mattituck,NY.SCTM#10D0-107-10-9.1. 1:00 P.M.-CHRISTOPHER ROSS,TRUSTEE OF CHRISTOPER ROSS TRUST 48079-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-208A;and the Building Inspector's October 6,2025,Notice of Disapproval based on an application for a permit demolish(by Southold Town Definition) an existing single family dwelling and construct a new two-story single family dwelling;at:1)less than the code required minimum side yard setback of 10 feet;.2)less than the code required minimum combined side yard setback.of 25 feet;3)more than the code permitted maximum lot coverage of 20%;4)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;3340 Park Avenue (Adj to Great Peconic Bay),Mattituck,NY. SCTM No.1000-123-8-21. 1:10 P.M.-IRENE VANDERSCHUYT#8082-Request for a Waiver of Merger petition under Article II,Section 280-10A,to unmerge land identified as SCTM No.1000-52-5-18 which has merged with SCTM No.1000-52- 5-17,based on the.Building inspectors October 16,2025,Notice of Disapproval;which states that a non- conforming lot shall merge with an adjacent conforming or non:conforming lot held in common ownership with the first lot at any time after July 1,1983 and that non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements(minimum 40,DD0 sq.ft.in the R-40 Residential Zoning District);located at 875 and 975 Bayview Ave.Greenport, NY SCTM#1000-52-5-17&1000-525-18. 1:20 P.M:GREGORY PITARO AND PENELOPE CHRISTOPHOROU#8080-Requestfor a Variance from Article XXII,Section 280-105B;and the Building Inspector's October 31,2025,Notice of Disapproval based on an application for a permit to construct a padel court(accessory to a single family dwelling)having proposed court walls ten(10)feet In height;at:1)walls are more than the code required,maximum six and one half feet(6-1/2)feet in height when located in the side and rear yards;located.at:2465 Wunneweta Road,Cutchogue,NY. SCTM No.1000-111-8-6.1. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\BoardActions\Pending. L,Irik:http://24.38.28.29 /WebUnk/Browse.aspx?id=935072&dbid=08repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing.Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at @31)765-1809,or by email:kimfftoutholdtownnygov. Dated: January 22,2026 LESLIE KANES WEISMAN,CHAIRPERSON ZONING BOARD OF APPEALS, By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 ZBA Legal Notice February 5, 2026 Page 2 of 2 QC&uffolk V See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518)730-4551 State of New Jersey, County of Camden, ss: I, Laquansay Nickson Watkins, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Jan 29, 2026 Notice ID: cy13F6xxMoFRmDbnG380 Notice Name: ZBA Legal Notice February 5, 2026 Publication Fee: $198.18 �aquahsay /Ilicksah Wktkiks Agent SHARONN E THOMAS-POPE V NOTARY PUBLIC VERIFICATION STATE OF NEW JERSEY State of New Jersey My commission Expires January 23,2027 County of Camden Signed or attested before me on this:01/30/2026 5t."k �Q Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice February 5, 2026 Page 1 of 2 BOARD MEMBERS - OF $�(/ �� Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road-P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. y Office Location: Nicholas Planamento • �O Town Annex/First Floor Margaret Steinbugler Olif'�'DU �\ 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 5, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, FEBRUARY 5. 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:20 A.M. - HAYLEY DONALDSON #8074 - Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's September 22, 2025, Notice of Disapproval based on an application for a permit to.construct additions and. alterations to a single family dwelling; at: 1) less than the code required minimum front yard setback of 35 feet; located at: 710 East Road, Cutchogue, NY. SCTM No. 1000-110-7-20. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: httr)://24.38.28.228/WebLink/Browse.aspx?id=935072&d bid=0&repo=TownOfSouthold If you have questions, please.telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: January 22, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 r Southold,New York 11971-0959 rr Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: January 5, 2026 RE: INSTRUCTIONS FOR PUBLIC HEARING v Dear Applicant; The February 5, 2026 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. 111elow, please see instructions required to prepare for the ZBA public hearing which includes: !PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property)bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than January 29, 2026. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged, please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by January 29, 2026 , verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by USPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing \ Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by January 20, 2026: a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kim&southoldtomm.gov or elizabeth.sakarellosktown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors> Assessment Books/Tax Rolls> https://southoldtownnV.gov/DocumentCenter/View/11008/tentroII2025-1 IMPORTANT INSTRUCTIONS: i Scan and email the USPS mailing receipts, green signature cards and affidavits to� kimMsoutholdtownny.gov, and ** PROMPTLY USPS MAIL** the ORIGINALS to ithe Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WELL BE ACCEPTED BY THE OFFICE_BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING 1 Kim E. Fuentes—Board Assistant Y Laserfiche Instructions 1; for Zoning Board of Appeals Records —.,roon •SOUTHOLD yio�oMEDIA >:' e•c Q SOCIAL > > > ow Do Lam. �4 1 �, afy Maps Agenda& -.. Town Code Online Payments._ Town Records Forms + Sipt up[o receive 'iMlnutes 'Ensily pay.,Your bills weblinknnseifiche FonnvApplicadons Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebLink • My WebLrk,Help,About Sign Out Home Browse search TownOfSouthok) TownOfSouthold Name Pagecount Template name ..-y' Town Clerk - a Entry Properties -- - Town Historian Path Trustees iown01`5cuthold Zoning Board of.Appe315(ZSA) _ Creation date _ 5/5R01A 11:52A,AM Page 2 of 2 First « 1 2 29 Entries Last madlf)ed 1r 122017 B:u6:2?AM Metadata No metatlata asvgned Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)"in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files. Page 2 Laserfiche Web Link v o® MywebLmk:Help About signa,c Home Browse Search TownOtSouthold.Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count Templatename (ZBA) 7 Alphadebcal Index Entry Properties Board Actions Laserfiche Search Guides Path 'l Meeting Schedules - iown0`SuuttwldlZoning acai of Appt:als(ZBA) Mlnutes/Agendas/Legal NodceSfHeanngs Creation date n Pendmg 7tt OnW1 1_'7 T76 PM Reports Last modified 5/2312017 11:07:14 AM _]Special Event Permits 'I Training Requirements ZBA Ofnoals R Metadata -1 ZBA Policies No meta data assigned Exceptions List Code 280.10C(3) 1 Jurisdiction Listing 1 y`ZBA Book of Mapped 1977 Existing Lots 189 ocedore&Result c4MhulWPap-smear:llses2 I1 Bulk Schedules 5 Agreements.Contracts&Leases Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. D Most Visited a Getting Started Q- Southold,NY-Officia,.. 'Nf tZero-My NetZeru Date Duration Calcula_. Town0fSouthold-La.. ,t Southold-Cor Ire Laserfiche WebLink Home Browse Search TownofSouthold>Zoning Board of Appeals(ZBA)>Board Actions>Pending Pending Name -- -- - ---- --.- �3 9025 MAIN ROAD LLC,CARDINALE Entry Properties -- -- - C&L REALTY-Withdrawn Path JEMCAP SD 1 LLC 14d YJ PECONIC RECYCLING TRUCK "p f"' n THE ENCLAVES Creation date #7370.Frend 1000-128-6-6 3/28/2017 11:36:07 AM #7379-5olutions East 1000-13-3-1 Last modified 6/9/2020 3:58:58 PM #7383-Spiller 1000-59-5-9.3 -- -- - ---- -- - 97384SE-HNF Resorts.Mydon Resorts-Campground-10OD-40-3-5 Metadata -. - - -- --- - --- #7385 SE-Fried 1000-50.1-13.1 No metadata assigned #7396 860 Bayvlew Drive-LLC 1000-37:5-10.1 ' #7387 Hard Corner 1000-61-4-1 #7387 Hard Comer-SITE PLAN-Arch Plans 1000-61-4-1 " #7388-Minton Irrev.Trust 1000-128:2-20 47389 Benic 1000-71-1-4 tv-- #7406-Kappa 1000-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending LIRL Address, Link is http•//24 38.28.228:2040/webIink/Browse.aspx?dbid=0 1 Laserfiche Instructions ZBA Files Page 3 %0A LaserflcheWebLink MYWebtmk Help, About sign out Home Browse Search TownOrSouthoid>Zoning Board of Appeals 1ZBA1>Board Actions Board Actions Name Page count Tel late name 1957-1979 A Entry Properties 1980-1999 Path 2000 TownOfSouttrold%Zoning Board of Appeals l'rBAABwrd!¢tio;u =2001 Creation dale 2002 7/10/2001 1221:55 PM -71 2003 Last modified l 7004 312BY2017 1136:07 ANI 1 2005 Metadata n 2006 No metadata ass,gned ;J 2007 ,l 2008 2009 &Results 2010 slthlPap-smearaUses2l fl 2011 201'_ 2013 1 2014 2 20f5 2016 J 2017 Pending sw.beahhlinemm(FeaIN/Pap-smearPUses2 n r�r� ..._._.__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". iome aro—e 52arery tpmOK_ouOxHd•Loniny award Of AUPcal512HA1+oOaNA 10 2917 2017 name Patecwnt empla�wme _. 'g:6688 07 awrtl Morns a Entry PropeNes g e9]3 R 3wrd-0. Paul $,6W7 9a 3w —,l 1own0lxwmamznn:n;annrd -• wl tpneals tZaapCrwd _ � �� board-cnort ac-iwnc.�01] g roo3 bfi Board amens Crea[Ion date .Q ro;s ]6 aoerd Mons 1N/2a+'9:19:t'!aM Board xvons last modied 6rM(n2 -.'651AM L]9ta �16 3wrtl Tnrons S]015 9] awrd Morns a Mefaoaa 7016 a3 awrd Actiore ��o nx:ar..Ja asysT:ad a rot7 m aoardxx�s 6.]o1a 56 aoara arnom �:ro1a se award morons d]om so scare acdons a ra- sv aw.earnwn a]ozz n sorb.aawre ]O33 335 Board Actions _�]oza oa aoarn Maore ro:s -re award Ammons - 7wii '3 award Mionf mz; ao Swab Morns 6 70:8 63 awro gmonl 6]0'.9 3 Board nrons Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files � I Page 4 calsh-e-1- Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche Web Link ca9�al °� M Home Browse Search Cuct—aa search Soft results by: Relevance v Records Management search 7016 Field name Board Actions.83 page(s) Choosy Paid ] Page count 83 Template name:Board Actions ..Reset' Page 3...:Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill,Fisher... Page 4...19.2017 R7016.Cashel SCTM No.1000-9-1-26 minimus approval to remo... Page 5...y 19,1017 07116,Cashel SCTM No.1001-9-1-26 GRANT,the Carla rites as... Seard,ce—s Page 9...COLIN R KRISTEN CASHEL SECTION 009 BLOC... Page 20—Thomas Ahlgren(Cashel).PO Box 342 Fishers Isiand.NY... Show more information... fJo 7018 Board Actions.56 page(s) Page count 56 Template name:Board Actions Page 48...9:30 A.M:COLIN CASHEL AND Variances under Article Id,SeNon ANN... Page 48—ance(s)KRISTEN CASHELs7016-Request proposed trellis located in other the... Show more information... Above: Shows you files that can be found using a phrase, name,or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111--1-1. Laserfiche Web Link i e mywebUrk I Help About I Si! Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Mlnutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name Pagecount :Template name Notices/Hearings 1957-1979 R Entry Properties 196 1999 20OD-2009 Path TownOfSoutholakZo ingBoard _]zolo or Appeals ,_7 2011 (ZBA)Vvlinute-_JAgendasf Legal Notkes/Headngs ❑2012 Creation date r'�2013 //1072WI 2:57:40 PM "j 2014 Last modified 2015 12/16/2016 2:11 5:13?M 2016 2 Metadata rn 2017 No meradaca assigned Page I of 1 11 Eric, Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. i Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link My WebUnk Heip I About Home Browse Search TownOfSouthold>Zoning Board of Appeals(<'BA)>Minutes/Agendas/Legal Notices/Hearings 2017 2017 Name page count Template name ' ZBA-01 IW2017 7 Entry Properties ZBA-01 10 512 01 7 Agenda 4 Path a}ZBA-01:05/2017 Hearing 40 Tom0fSOt9hOldVomng Board _ Of Appeals ZBA-0U05/2017 LN 3 (ZBA)\MinutWAgendasAegal ��ZBA-01/192017 2 NoticcsMearingsQo 17 ZBA-01119/2017 Agenda 2 Creation date 1 2/1 61201 6 2:15:14 PM ZBA-02/02/2017 7 Last modified r;ZBA-02/022017 Agenda 4 6/19/2017 453:59 Ph1 m ZBA-02/02/2017 Hearing 45 A Metadata ZBA-02/022017 LN 3 ZBA-0 2/1 61201 7 Agenda 3 No metadata assigned '.ZBA-02116/2017 Special 3 =edure&Results -j ZBA-03AW2017 7 �Mhealth/pap-smea2Uzes2l ZBA-03/02/2017 Agenda 4 ZBA-0310212017 Heanng 65 ZBA-03/0212017 LN 3 ZBA-03116/2017 Agenda 3 �w ZBA-03/1620175pecial 3 ZBA-04/062017 5 ZBA-04/06/20t7 Agenda 4 ZBA-04/06/2017 Heanng 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 NuTlk . E Utm � =_� �r�liV The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will also be available VIA ZOOM WEBINAR - Follow link - httpo.//southoldtownny.gov/calendar.aspx � SAME DONALDSON , HAYLEY # 8074 SCTM # : I 000= 1 1 0=7=20 l!AR1ANCE: YARD SETBACK VEQUESTm ADDITIONS LTERATIONS TO A SINGLE-FAMILY DWELLING E ATE THURSD", FEB . 5, 2026 10:20AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of. MAILINGS (Name of Applicant/Owner) �l SCTM No. 1000-l 1 0— --/ Address of Pr perty) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I (� I, ( ) Owner, ( 04 Agent L -Pb�,p r—,�ic�►/1 - �j 1 , residing at ►? uJ ew York, (144/(0 01 being duly sworn, deposes and says that: On the day of IOC L OO , 20;1b, I personally mailed at the United States Post Office in , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (4Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. 'tStAature) Sworn to befor e this d , of ��`gSATe r � ` ''•, N0"P*UC6 SW of New York No.010Rb26M jlr(j :•' QtWHWinSulkC=W (Notary ub is `,,,,;tvv �,,.��` C=WwimE*=0913120_j PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next _ to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. U S. Postal ServiW U.S. Post, ervice 'D CERTIFIED MAILP RtCEIPT M , r-91 ,CERTIFIED MAILP RECEIPT Lr), Domestic Mail Only Ln I Domestic Mail Only C0 Co r%- "i it 117 Certified Mail Fee $5 30 LIV6 Certified Mail Fee ce 1 $4.40 co $ ru Extra Services&Fees(check box,add fee al"Ap." ru Extra Services Fees(check box-,add fee "IN TV69) & Return Receipt(hardcopy) r-3 [I Return Receipt(hardcopy). $ ❑Return Receipt(electronic) $ PosArk fr 0 Return Receipt(electronic) $ L.1 IL I J POW C3 ❑Certified Mall Restricted Delivery $ C3 ❑Certified Mall Restricted Delivery $ Adult Signature Required $ 0 Adult Signature Required $ rU ❑Adult Signature Restricted Delivery$ Ln G) rU []Adult Signature Restricted Delivery$ M Postage $2.17 Cz Ln Postage $2.17 a) M $ 11 1 M02-6 0 r=l Tcfj 1�s,"e and Fees r-t Ta$111 riq�pe and Fees r%- r%- 1--3 $ C-3 an 0 $ Fa Se To Er --- ----------------------------- Er No Street of cc PO 43 C t 0.,- BOX Lr) ?.OX ---fox /. -0 9 a�q ------- ------- -- --------------- Lr) Ir e ------ ---- Er Er Af 1 SENDEWCOMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY N Complete items 1,2,and 3. A. Signature 0 G N Print your name and address on the reverse X ��6Ag-enN � so that we can return the card to you. /..Q1I Address. Printed Received Name) E Attach this card to the back of the mailpiece, �Jellveryll or on the front if space permits. 2 0 J 1. Article Addressed to: D. Is delivery different from MT 17, E3 Yes /c r If YES,enter deliveryaddress below: No 1- T ,0/2 (2Af 41 n 9 �e-a5� R,490d Peg &A Ide-5 I Cu feh noue IVY119'ss 3 Service Type 0 Priority Mail Express(D 0 Adult Signature 0 Registered Mail Tm 0 Adult Signature Restricted Delivery 0 Registered Mail Restricted I �.Certified Mall(D Delivery 9590 9402 9059 4122 4661 47 Certified Mail Restricted Delivery El Signature GonfirmationTm 0 Collect on Delivery 0 Signature Confirmation —7-71.❑pclla�t 0 . RestrictedRestricted Delivery 2. Article Number(Transfer'from service label). npeliev.ryDeiveryI Mail 9589 0710 '5270 ' 0286 78815 16 Mall Restricted'Deflvery: 00 Ps Form 3811,July 2020 PSN 7530-02-000-9053 A- Domestic Return Receipt ---?t 0 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 0 Complete items 1,2,and 3. 1 A. Sigplature III Print your name and address on the reverse so that we can return the card to you. kill- Az'(Ze 40 -,tD—,�qk- 0 Attach this card to the back of the mailpiece, B. eceivid&y(Printed-Name T, /�q�'-Date of DeNry e ,.--j, or on the front if space permits. I A f-1 Qgsi 41-1-3A VJA Ali 1. Article Addressed to: D. Is delivery address different from-jter-�--ITTM-*040 La arao_-�Ira`�ax If YES,enter delivery address'b1 low*; J1 No Ica L 9. Service Type 0 Priority Mall Express® 0 Adult Signature 13 Registered MaJITM Adult Signature Restricted Delivery D Registered Mall Restricted ! �Cart fled Mall® Delivery Certified Mall Restricted Delivery 0 Signature ConfirmationTM 9590 9402 9160 4225 8932 27 0 Collect on Delivery 0 Signature Confirmation 2. Article Number ffransfer from-se�rvicella.bel) E3 Collect on Delivery Restricted Delivery. . . Restricted Delivery Mail , � i i i i� I 95----&.'% 710 5270 02'86 .7888.-14- Mall RestdctedDellv6ry ; 10) PS Form 381 1,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt S i 0,76 SQ(3 _ q�1 QW 1 �11 N/y '-' "14-L-WW wog f S - .moo Y)D �try O-YlGvr�j I S t�?J&9 vJlO 10-7 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS `Q SOUTHOLD,NEW YOFX 1( AFFIDAVIT 'D0a6i, &S IM OF In the Matter of the Application of: POSTING 4e,v )ev 40rldvvi SCTM No. 1000-11 O— 7 —c ](Name of Applicants) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK P` TL,� Pztq6piding at C. 76(e k P7 Aly 11 4,,New York, being duly sworn, depose and say that: I am the ( ) Owner or(Agent for owner of the subject property On the Q day of ,JCIAtA ei , 20Z, I personally placed the Town's Official Poster on subject property located at: LJ indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearing date was shown to be I&A �2bJ'(,�Dr-y_S. c ()W I Q $wer/Agent Signature) Sworn to b fore me this Day of L , 20�(o �`1S"ATE•W'••,�� e'� .,.Da ,Deborah OrloWGdl Notary Public.Shia of New York (Notary Public) =* -4 0�9 - , - f*' No.01OR6280392 Qmlim in Sao&comfy��•.,,NEiv'vo ,.��' Comm1w1wExpi 05113/201`-4 * near the entrance or driveway A"?i, a of property, as the area Aost visible to passerby l � rry t' r V f z� e y y 1/30/26,2:23 PM USPS.comO-USPS Tracking®Results ALERT SEVERE WEATHER CONDITIONS ACROSS THE U.S. MAY DELAY PROCESSING, TRANS... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052700286788545 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 11:05 am on January 24, 2026 in CUTCHOGUE, NY 11935. Get More Out of USPS Tracking: Postal i Ln 'CERTIFIEDP RECEIPT L USPS Tracking Plus® DomesticLn Delivered { '� I r` s Lz: u Certified Mail Fee $c.�+i Qm „' Delivered, Individual Picked Up at Post Office � $ rU Extra Services&Fees(check box,add( @p I le, CUTCHOGUE, NY 11935 C3 ❑Return Recelpt(hardcopy) $ - O January 24, 2026, 11:05 am C3 ❑❑RetumRecelpt(eleclrenic) $ :r --f;ravr Post ma Certified Mall Restricted Delivery $ s Here MC r` El Adult Signature Required $ C=2 rU []Adult Signature Restricted Delivery$ �► See All Tracking History Ln Postage $2.1 What Do USPS Tracking Statuses Mean? (https://faq.I � $`�'�� e and Fees i !en 4-[_ �/.J� E' No.,O P(S Bo----1 to; --------------------------------------------- co eeLn 1eXj,5 Text & Email Updates a. - -f l ------ ------------- :rr r ,r rrr•r. USPS Tracking Plus@ u Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700286788545%2C 1/2 1/30/26,2:24 PM USPS.comB-USPS Tracking®Results ALERT:SEVERE WEATHER CONDITIONS ACROSS THE U.S. MAY DELAY PROCESSING,TRANS... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052700286788521 Copy Schedule a Redelivery(https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before February 5, 2026 or your item will be returned on February 6, 2026. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. co co a Get More Out of USPS Tracking: Cr USPS Tracking Plus® Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before February 5, 2026 January 27, 2026 f -- Notice Left(No Authorized Recipient Available) ra CERTIFIEDO RECEIPT MA-MTUCK, NY 11952 1 "' Domestic January 22, 2026, 11:23 am Ln .r7(� , €pE r F$ ro — "-:S a iZ 3 Q!, H f1`-=y 111" , �'Sx °`�^JzJ L...;"a Departed,USPS Regional Facility Certified Mail Fee' $5.30 1931 MID NY DISTRIBUTION CENTER M Extra services&Fees(checkbox,add fee ag{• f�te) 1-i ❑Retum Recelpt(hardcop» $ 7+ l 7: January 21, 2026, 7:50 pm o ❑CetumdMailt(electronlc) $ i1 )/2 ❑Certified MaII Restricted Delivery $r" ❑Adult Signature Required $N ❑Adult Signature Restricted Delivery$ 0Postage0 Arrived at USPS Regional Facility C3 $ •1 MID NY DISTRIBUTION CENTER o $t�llPoeandFees r 9j January 21, 2026, 8:42 am ) sen rV Co 3tree ApN.,o P Box o. IQC�(hQ� In Transit to Next Facility January 19, 2026 "' "12-000-9047 See Reverse for Instructions hftps://tools.usps.com/gorrrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700286788521%2C 1/3 1/30/26,2:24 PM USPS.comO-USPS Tracking®Results Arrived at USPS Regional Origin _.ility NEW YORK NY DISTRIBUTION CENTER January 18, 2026, 1:49 am • Departed USPS Facility AQUEBOGUE, NY 11931 January 17, 2026, 1:02 pm Departed Post Office AQUEBOGUE, NY 11931 January 17, 2026, 1:01 pm USPS in possession of item AQUEBOGUE, NY 11931 January 17, 2026, 11:38 am Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. https:Htools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700286788521%2C 2/3 1/30/26,2:26 PM USPS.com®-USPS Tracking®Results ALERT SEVERE WEATHER CONDITIONS ACROSS THE U.S. MAY DELAY PROCESSING, TRANS... USPS Tracking® FAQs > Tracking Number: Remove X 9589071052700286788507 Copy Schedule a Redelivery(https://tools.usps.com/redelivery.htm) Latest Update This is a reminder to arrange for redelivery of your item before February 5, 2026 or your item will be returned on February 6, 2026. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. m cu cn Q Get More Out of USPS Tracking: m USPS Tracking Plus® Delivery Attempt: Action Needed Reminder to Schedule Redelivery of your item before February 5, 2026 January 27, 2026 Postal ►t CERTIFIED ° Notice Left (No Authorized Recipient Available) Dom- stic Mail OnlY BALTIMORE, MD 21210 1co Roezmwm� January 22, 2026, 4:21 pm co (I fie( r.�'s t1D 2121IJ T ti r� c j z ice. ) Certified Mail Fee .$c. +I i (_ a co $ / Cl" Arrived at USPS Regional Destination Facility o oR ReturnReceipt(hard opy)services&Fees(check�X e$reea � i ❑Return Receipt(electronic) $ 7 4 mark 9Q BALTIMORE MD DISTRIBUTION CENTER O ❑certified Mail Restricted Delivery $ 4 ire G January 21, 2026, 11:23 am ❑Adult Signature Required $ mo M ❑Adult Signature Restricted Delivery$ "� O Postage 0 2.�1^ 1 o $ ili; ;'202b C., In Transit to Next Facility rty(Poaee and Fees January 19, 2026 C3 Sent co ] i - /O P -L------ ------ -------------- co Str and t.N or PO ox No. U-► Q_,-- --Q�oa r �/------d -------------------------- Arrived at USPS Regional Origin Facility Er pit, s ZtP :rr r r, „r• . NEW YORK NY DISTRIBUTION CENTER January 18, 2026, 1:49 am https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700286788507%2C 1/2 1/30/26,2:26 PM USPS.com®-USPS Tracking®Result: Departed USPS Facility AQUEBOGUE, NY 11931 January 17, 2026, 1:02 pm A Departed Post Office AQUEBOGUE, NY 11931 January 17, 2026, 1:01 pm USPS in possession of item AQUEBOGUE, NY 11931 January 17, 2026, 11:40 am Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u Schedule Redelivery u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go[TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700286788507%2C 2/2 BOARD MEMBERS ��OF so �o Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. vs Office Location: Nicholas Planamento G�'c• • �O� Town Annex/First Floor Margaret Steinbugler Olif'C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD February 27, 2026 Tel. (631) 765-1809 Lisa Poyer Twin Forks Permits 288 E. Montauk Highway Hampton Bays,NY 11946 Re: ZBA—Application#8074, Donaldson 710 East Road, Cutchogue,NY SCTM No. 1000-110-7-20 Dear Ms. Poyer; Transmitted for your records is a copy of the Board's February 19, 2026, Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. If you have any questions, please call our office. Sincerely Kim E. Fuentes Board Assistant Encl. cc: Building Department 1 � �'•�``,p � !fi,'�'.^"� .•J N" h CP� �.. ` \ /�/_ �� �/ �.�` '�(y� Ao_� lW� N31 qgP; �� �" ,P ,b� �° `� $ h.:° ic➢�°go-°' fi�'� �¢`' n6, ems$� N� � �' �4 _ .na 2s °' � E', ,/ �OJ' �. `s w ;f= .y1 v .6:' e, ��'sr%.'` 6U' � °e. ,�O 1_p 11,j°� 15u1 "�27 '$ � ,�,'� • ti O s �`•D q '2 qL'%^�n fi •� � r�°. y. �n�; � � \ d m w A, `SO'NN ,l5 i � '�Y� ;� w� a y;�? ti�`� w ti� ,cF �0` •'a0J?O P �,e •° `:��.�' ^,�� gyp. b�p� 2 23 2 2Al°� � ' �F?to � �, � �°� k. ,,' g ti° $,Ao�`b,•�'a`e�'•�c�, ° �v^�b� �L ° a�+2 � ..� Q 90.m` 63 F• e �i bq Pp '+op Y 8 •ES' •3 'd,° gbh A` �' 'ii'r /•. �� cc I11Y vt � may. 4. o 'H.D.9 'W _: _ r SQ t l� �3 l'0 - — � W � r r CJ ' O R- N3088B2 i COUNTY OF SUFFOLK © N NOTICE a ', �; °SiRICTN�. 1000 SECTION NO. Real Property Tax Senzce Agency MAINR3NNICE,ALTERATION SALE OR Y W E DIMR113LMON OF ANY PORTION OF THE M 1I� 'mo 000� TOWN OF SOUTHOLD 110 300 Cew,DFA�e,M'wh..r NY 11901 SUFFOLK COUNTY TAX MAP IS PROHIBITED A ,� mo ,o0 0 ao .ao WITHOUT WRITTEN PSINMON OF THE p _.__ '100°• Feel S REAL PROPERTY TAX SERVICE AGENCY. too._{11'_ _ _t 11, VILLAGE OF OOSFFO(KcoG` TOWN OF SOUTHOLD—BUILDING DEPARTMENT N =; Town Hall.Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowim'y.izov Date Received 5 WLVATIGN40"R BUILDING PERMIT For Office Use Only E E PERMIT NO. Building Inspector: bU - 6 2025 Applications and forms must be filled out in their entirety. Incomplete applications.will not.be.accepted... Where the Applicant is not'the owner,an Owner's Authorization form(Page 2)shall be completed. Buffdi!rz�T Departrn@nt TOWn of Southold Date: OWNER(S)OF PROPERTY: Name: Hayley Donaldson SCTM #1000- 110-7-20 ) 0 (0 Sz Project Address: 710 East Road, Cutchogue CK-* la 9 L4 i®a Phone#: 908-304-3325 Email: wgoydan@gmail.com Mailing Address: 1645 Marratooka Road, Mattituck, NY 11952 CONTACT PERSON: Name: Lisa Poyer, Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com DESIGN PROFESSIONAL INFORMATION: Name: John C. Gramlich Architect Mailing Address: 248 Rt. 25A-Suite#3066, East Setauket, NY 11733 Phone#: 631-384-1752 Email: jcgramlich@gmail.com CONTRACTOR'INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition IgAlteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ONO N/A 1 PROPERTY INFORMATION Existing use of property: SFR Intended use of property: SFR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. I _Check Box After Reading: The owner/contiactor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE,to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulation's and to admit authorized inspectors on premises and in building(s)for necessary`inspedions.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 2ib.49.of the New York State Penal Law. Application Submitted By(print name): Hayley Donaldson ❑Authorized Agent ®Owner Signature of Applicant: ilo?& Date: W aL(f z STATE OF NEW YORK) SS: COUNTY0F/V�erk ) Hayley Donaldson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Owner (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2—LA day of 1'l_—,r 202— _ - Notary Public PROPERTY OWNER AUTHORIZATION NawryPuW-sbft0rNMy0* No.01L0003Ms2 (Where the applicant is not the owner) QuaMWinN*w York Courtty My Commfsalon Expires 05107r2M 1 Hayley Donaldson residing at 1645 Marratooka Road, Mattituck, NY 11952 do hereby authorize Lisa Poyer,Twin Forks Permits to apply on my behalf to the Town of Southold Building Department for approval as described herein. CQ 1V US ner's Signature ate I�fTl L E q �G p nl ko nJ �Prin wner's Name 2 The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,walls,Paul,,patios,additions to buildings and any other constI action.Subsurface and envi muneutaI conditions were not examined or considered as a part at this survey.Easements,Rights-of-Way of record,if any,ate not shown.Property corner monuments were not placed as a part of this survey.Certifications on Ihls survey signify that the soveywas prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persuns lot whom the survey is prepared,to the title-ritually,to the goveraniental agency, and to tine lending institution listed on this survey.Said certifications indicated hereon are not transferable. +43.78 (. +42.86 +44.43 ,��/ _ ••.-" �� 43.82 EAST ROq JISAPPR oOVAL +42.70 68•07+ E o OH 56.12, N _.. A Q . 42.68 85• +3a.72 46.5 46.3 „W� V + + � _�i - 41.38S�?� 10y Y z 7QQ•78. MONUMENT = 4a.4t_ 0 .30+ FOUND OH OH._- 38.93 w GRAVEL MONUMENT i 4 PARKING FOUND Z N O WCURB 0 Lu q ry 1.2'N 39.25 � I I W M WELL C °v o .o' LLLLLLJJJ ILN p TWL: 44.34`� p�N ''3 a JO 44.5+ to 42.94 N g m ° li Q ROOF +42.2 - \ �I OVER - ROOF'LINEMASONRYr 15.3' OVER a r�o 11.5.44.7 STOOP 45.1+0 32.3' 42.81 W I PROPOSED \ I I N ROOF 1 STO$YI p LINES DWELLI _ PROP. N- - 10// az.s DECK 0) o F.F. EL: 45f.84 M ` 3° STEPS & 2 B.F. EL158.25I 0 �- LANDING N m WALL 38.91, .a 0.3'E a3• + 1 1.5' 14.0' / fWX STING\ 3 + I'SMPS TO 42.12 O 43.2 Yd o I B REMOVED) I Z, x 211 TWL: 42.99 :PROPOSED mmm QBWL: 41.99 1a 2' 15.2' 'W in o ROP. DECKN + .4 21.6` 3.5' 39.0PROP. DECK 0 11 7' GRAVEL- - - L 39.73 WAL WL 37.93 0.3'W .Cq- M TWL: 38.52 Z EXISTING Q 40.1 TWL: 40.19 BWL: 37.82 • + SANITARY O BWL: 37.69 .. M 40.4 SYSTEM Q�' o S p0 Y 37.2 U = TWL: 38.94 1�0 y1Q' O +37.8 a . I BWL: 38.44 x tp rG a TWL: 37.90 S o' a BWL'36.60 o a. TWL: 38.70 ap in BWL: 37.90 a WALL S 0.4'W WALL I'8'N 0.9'W TWL: 37.90 36.6 WOOD RETAINING W L +36.8 36.6 34.39 BWL: 35.30 TWL•'37.40 34.14 BWL: 34.10 WALL HEDGE TWL: 36.9 TWL: 37.0 0.3'N S 58.17�50.BWl 34.6 60.00� BWL: 34.5 TWL: 33.41 ON LINE 1Y BWL: 32.96 TAX LOT 21 TWL: 32.97 BWL: 30.57 LEGEND NOTES WATER MANHOLE ® CONCRETE CURB 1) LOT AREA =6,285 SQUARE FEET. DROP CURB 2) DEED REFERENCE: LIBER 13214 PAGE 72. WATER VALVE © 3) ELEVATIONS REFER TO NAVD 1988 DATUM. WATER METER D; WALL 4) THE LOCATION OF SUBSURFACE UTILITIES & STRUCTURES EDGE OF PAVEMENT _ _ _ ARE UNKNOWN. IF DEPICTED, SUCH LOCATIONS WERE FIRE HYDRANT PROVIDED BY OTHERS AND NOT VERIFIED BY PINNACLE GAS VALVE Gy OVERHEAD WIRES OH LAND SURVEYORS LLP. ca 5)_ PROPOSED STRUCTURES & FEATURES PER JOHN GAS METER FENCE - CHAIN LINK X GRAMLICH, R.A. UTILITY POLE CO. FENCE - POST & RAIL- O EXISTING GRADE + 10.25 FENCE - STOCKADE Date Revision BOUNDARY & TOPOGRAPHIC SURVEY 07 1s/zs CLIENT COMMENTS 710 EAST ROAD °7/03/25 CLIENT COMMENTS 06/30 25 PROPOSED STRUCTURES O6 17 25 FRONT PORCH STOOP is a"vi ration ofq ctlanal--�vd�i;ish�t49 N"v Tax Map:DISTRICT 1000 SECTION 110 BLOCK 7 LOT 20 is violatio o horn 7217�"'sb ISjrir York Stale Edpcation L ZPINNACLE Situate:CUTCHOGUE,TOWN OF SOUTHOLD County:SUFFOLK i map of:DESCRIBED PROPERTY' _ LAND SURVEYORS LLP Map Lot:-- Map Block:-- : O ..1; ._; .y;,,, l File Date: File No.: el �,�lF,�` ---' 4155 VETERANS HIGHWAY, SUITE I I 631.648.9273 Coples of tbi1 ii 7eylnrr})�1o1'bearing the land RONKONKOMA, NEW YORK 11779 VVWW.PL.SLLCOM surveyor's embossed seal and signature shall rent Date:M 20,2025 Project N 250161 be considered to be a true and valid copy o.: O 2u25 PINNACLE LAND SURVEYORS LLP , SYMBOLLEGEND DRAWING INDEX FILIELOCATION: ATTIC ACCESS PANEL CV-1 COVER SHEET 22"x30"CLEAR OPENING REFER TO SECTION R807 OF NYS RESIDENTIAL CODE GN-1 GENERAL NOTES REVISIONS: BATH/POWDER ROOM EXHAUST FAN BC-1 BUILDING CODE COMPLIANCE NO. DATE DESCRIPTION L..1000. EC-1 ENERGY CODE COMPLIANCE DRYER EXHAUST EC-2 ENERGY CODE COMPLIANCE rout& SMOKE DETECTOR SITE PLAN A2 --[SITE PLAN 1Y 11 "mN35 SP-1 A3 710 EAST ROAu , CUTCHOGUE rN icY CARBON MONOXIDE DETECTOR 9 EXISTING PLANS WINDOW DESIGNATION EX-1 _FEXISTING PLANS&ELEVATIONS @iD A6 EXTERIOR ALTERATIONS & NEW E X T E rlw"xk 10 "�m All DECKS DOOR DESIGNATION CONSTRUCTION PLANS Z7T - (El 0 D1 A-1.0 BASEMENT CONSTRUCTION&DEMO PLANS A8 ROOM NAME&NUMBER A-1.1 I ST FLR CONSTRUCTION&DEMO PLANS Room Name A-1.3 ROOF CONSTRUCTION&DEMO PLANS 010 11 WALL TYPE DESIGNATION 7 01 EXTERIOR ELEVATIONS NYS STATE LAW: A-2.0 EXTERIOR ELEVATIONS ELEVATION DESIGNATION -2.1 UNAUTHORIZED ALTERATION OR A EXTERIOR ELEVATIONS ADDITION TO ARCHITECTURAL DETAIL DESIGNATION PLANS OR SPECIFICATIONS SECTION DESIGNATION BEARING A LICENSED ARCHITECT'S D2 BUILDING SECTIONS-WALL SECTIONS-DETAILS SEAL IS A VIOLATION OF PART A2 A-3.0 SECTIONS BUILDING 69.5.B OF TITLE 8 OF THE A-4.0 DETAILS OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEWYORK. STRUCTURE-FRAMING ABBREVIATIONS S-0.1 STRUCTURAL NOTES A.B. ANCHOR BOLT LNDG LANDING ARCHITECT'S SEAL& SIGNATURE: S-0.2 NAILING&CONNECTORS SCHEDULE AFF ABOVE FINISHED FLOOR LVIL LAMINATED STRAND LUMBER AVG ....... M.B. MOISTURE BARRIER �kv_-U A&C S-1.1 FRAMING PLANS BID BOARD A MFG MANUFACTURER B.O. BOTTOM OF ML MICROLAM IBSMT CELLAR M.O. MASONRY OPENING t (p ci CONTROL JOINT NIC NOT IN CONTRACT 1vt CONC CONCRETE ci CEILING JOIST O.C. ON CENTER CT COLLAR TIE UP N .........I PIL HT PLATE HEIGHT 7 DBL DOUBLE PSL PARELLIEL STRAND LUMBER 41 DJ DECK JOIST If DVVG DRAWING RJ ROOF JOIST R.O. ROUGH OPENIIIG EJ EXPANSION JOINT RR ROOF RAFIEF ELEVATION SIMILAR EXIST'G EXISTING Sim *Wft EXT EXTERIOR T.O. TOP OF F.F. FINISH FLOOR TYP TYPICAL FLOOR FLR FJ FLOOR JOIST UN UNLESS NOTE[ FND FOUNDATION FTG FOOTING V.B. VAPOR BARRILR 4 VI GLAM GLULAM F VERIFY IN F1110 ti WD WOOD HEADER HORIZ HORIZONTAL JOHN C. GRAMLICH HDR ARCHITECT INT INTERIOR 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 CODE & ZONNG & PROJECT DATA TOWN OF SOUTHOLD TEL (631)384-1752 TOWN OM JCGRAMLICH@GMAIL.0 n i�� -all ZONE R40 LOW DENSITY RESIDENTIAL TAX MAP NUMBER D:1000 S:110 B:07 L20 LIENT INFO: C RESIDENTIAL-SINGLE FAMILY HAYLEY FEMA X CONSTRUCTION TYPE 5B 1059 3RD AVENUE APT 26A NEWYORK, NY 10065 ENERGY CODE 2020 ENERGY CONSERVATION CONSTRUCTION OF NYS CODE REFER TO H.E.R.S. RATER DATA BUILDING CODE 2020 NYS BUILDING CODE PROJECTINFO: EXISTING BUILDING CODE 2020 NYS EXISTING BU;LDING CODE ir 710 EAST ROAD fREFER T 0 GENERAL NOTES& CUTCHOGUE NY 11935 r ADDITIONAL DESIGN CRITERIA SHEETS FOR NOTES,SPECS,CLIMATIC DATA, SCHEDULES,ETC PERMITS&FILING ALL TRADES SHALL FILE FOR PERMITS, PAY ALL FEES,&PROVIDE PROJECT TITLE: ALL NECESSARY INFORMATION& DOCUMENTS AS REQ'D BY THE 710 EAST ROAD LOCAL JURISDICTION PROJECT DESCRIPTION: ALTERA LOCATION MAP TIONS PHASE: 77; CONSTR UCTION (CD) CHECKED BY: INCEPTION DATE: JCG 12.01.2024 BASIC SCOPE OF WORK BUILDING AREA CALCULATIONS DRAWN BY: CURRENT DATE: JCG 07.24.2025 EXTERIOR WORK DESCRIPTION EXIS7G NEW TOTAL 1. INSTALL NEW MAIN REVERSE GABLE OVER EXISTING SPACE.CATHEDRAL CEILING. NO NEW SQUARE FOOTAGE OR ATTIC ADDED. il', LOWER LEVEL KITCHEN 209 OSF 209 SF DRAWING TITLE: 2020 CODE COMPL.IANCE 2. REMOVE EXISTING FRONT STOOP ROOF. UNFINISHED BASEMENT SF OSF 517 SF 3. INSTALL NEW FRONT STOOP ROOF. COVER ALL NEW WORK SHOWN HEREIN SHAILL CONFORM TO"LEVEL 2&LEVEL 3 4. REMOVE EAST SIDE ENTRY STAIR. FIRST FLOOR 858 S�) 0 SIF 858 SF ALTERATIONS"AS DEFINED BY THE 2(020 NYS RESIDENTIAL BUILDING 5. INSTALL NEW, UNCOVERED SIDE ENTRY DECK&STAIR,WRAPPING TOTAL LIVING AREA ---------- 1,067 SIF CODE. AROUND TO REAR OF HOUSE. 6. INSTALL NEW REAR DECK WITH STAIR AND OPEN PERGOLA ABOVE. 7. INSTALL NEW DOORS&WINDOWS. ROOFED OVER FRONT STOOP 33 SIF 0 SF 33 SIF SHEET NO: PRE 20010 CODE COMPLIANCE 8. INSTALL NEW ROOFING&SIDING. UNCOVERED DECK OSF 127 SF 127 SIF ACCORDING TO RECORD THE HOUSE WAS BUILT PRIOR TO"APRIL 9, 1957" INTERIOR WORK DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SIF AND IS THEREFORE ASSUMED TO BE IN COMPLIANCE WITH ALL RELEVANT 9. REMOVE WALL BETWEEN SUNROOM&DINING ROOM. CODES URING THIS P RIOD, INCLU[)ING BUT NOT LIMITED TO ENERGY 10. CATHEDRAL CEILING OF LIVING ROOM&DINING ROOM. CODE. LOT AREA 6,285 SIF ID E N E D ALDzju i FILE LOCATION: 1 , NO. DATE DESCRIPTION 2 — 11935 710 EAST wRm�kOAD , CUTCHOGUE Kj 3 — 4 — 5 — EXTERIOR ALTERATIONS & NEW EXTERIOR DECKS 6 — 7 — 8 — 9 — ZONING CRITERIA _ TOWN OR VILLAGE TOWN OF SOUTHOLD ZONE R-40 LOW DENSITY RESIDENTIAL 1 V 3 1 ® �] ; ,10 „ W W 110. 00 9 FESC ZONE'X' NYS STATE LAW: /� DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM UNAUTHORIZED ALTERATION OR I LOT AREA 40,000 SF 6,285 SF NO CHG INO ADDITION TO ARCHITECTURAL r BUILDING HEIGHT 32'-0"MAX 17'-6" 19'4" YES PLANS OR SPECIFICATIONS i BUILDING STORIES 2.5 MAX 1 STORY 1 STORY YES BEARING A LICENSED ARCHITECT'S r SEAL IS A VIOLATION OF PART r FRONT YARD HOUSE 35-0"MIN 25.6' 25.6' INO 69.5.E OF TITLE 8 OF THE r _ r F.YARD STOOP 35'-0"MIN 23.2' NO CHG INO OFFICIAL COMPILATION, CODES, r RULES AND REGULATIONS ? i—� —�� i F.YARD STOOP ROOF 35'-0"MIN 23.2' 23.2' INO } 35.0, / OF THE STATE OF NEW YORK. I O Q O F Y SET F.YARD MAIN GABLE 35'-0"MIN 24.0' INO Y L al w BgCK SIDE YARD HOUSE 10'-0"MIN 11.5' NO CHG YES w Q j SIDE YARD HOUSE 10'-0"MIN 16.3' NO CHG 'YES ARCHITECT'S SEAL & SIGNATURE: a0 j� i S.YARD HOUSE COMBINE 25'-0"MIN 27.8' NO CHG YES,� IX ' �r SIDE YARD DECK 10'-0"MIN 13.5' 'YES �t'ED APC,y II II "I II II II II II 1", II S.YARD DECK COMBINED 25'-0"MIN 25.0' YES REAR YARD HOUSE 35'-0"MIN 46.0' YES REAR YARD DECK 35'-0"MIN 37.9' YES EXISTING 4'-B"x T-4"COVERED f r LOT COVERAGE is ii € xt. eck € I MASONRY FRONT STOOP TO REMAIN J r S� REMOVE EX.ROOF OVERHANG WHICH f r DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM � DOES NOT PROPERLY COVER THE / STOOP&REPLACE W/A NEW ROOF& BRACKETS ® / LOT SIZE 6,285 SF NO NG�' LOT COVERAGE%MAX 20% 13.6% 19% 'YES 35.0' I EI,Ii { Ill I r II II II I � \\ adl NEW DECK TO R.Y. II II II I ��='F kEkEkE --- ----- ------ V ' HOUSE 858 SF NO CHG zo O %r FRONT STOOP 33 SF NO CHG DECK 0 SF 127 SF DECK W PERGOLA 0 SF 235 SF Ex\' I /' i 23.2'To r I (I �" I ---------jT--------- I � OP TO F.Y. r GFAr'Tit , NEW REVERSE(SRBLE ROOF ( DESCRIPTION MIN&MAX EXIST'G PROPOSED (CONFORM DOES NOT EXCf#ED EX.ROOF O.H SETBACK&IS BIELOW MAX HEIGHT ALLOW�b&IS WITHIN �� r O \ LOT SIZE 6,285 SF NO THE SKYPLAN I r LOTS UP TO 10,000 SF 1,500 SF `" " EX. HOUSE TO R.Y. I I 1! I / i I \ j 25.6' 1 1 V /r ADDITIONAL SF ALLOWED 600 SF / I 01 \ EX. HOUSE T i TOTAL SF ALLOWED 2,100 SFF.Y. a C� ® 42.2' !! (ill€ I;:; I;.! I €?1i,3`s,I IIt � ! II 24.0' / HOUSE / 858 SF NO CHG YES r r NEW DECK TO R.Y. Z EX•&NE 'ROOF O H TO F.Y. JOHN C. GRAMLICH Y 11 0 � BUILDING AREA CALCULATIONS ARCHITECT cliO u `� w �1 r \ DESCRIPTION EXIST'G NEW TOTAL 248 ROUTE 25A-SUITE#3066 0 ih O r' w ~ 1 L_ / LOWER LEVEL KITCHEN 209 SF 0 SF 209 SF v Q _ Z --`__________ _ i EAST SETAUKET, NY 11733 2' w — UNFINISHED BASEMENT 517 SF 0 SF 517 SF TEL(631)384-1752 z % FIRST FLOOR 858 SF 0 SF 858 SF JCGRAMLICH@GMAIL.COM r TOTAL LIVING AREA 1,067 SF CLIENT INFO: /rr ROOFED OVER FRONT STOOP 33 SF 0 SF 33 SF HAYLEY r UNCOVERED DECK 0 SF 127 SF 127 SF DONALDSON / ,�T���T� � � CJ� DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SF BLOCK DRI 0/ �/ rr cl�042 109 9 E 97. 9 7 CV � 0 1059 3RD AVENUE -APT 26A S31 9 ' LOT AREA 6,285 SF NEW YORK, NY 10065 / O r O r r RECEIVED PROJECT INFO: 710 EAST ROAD �r bC 1 2 1 2025 CUTCHOGUE NY 11935 r �SCAREVIEWED BY ZBA PROJECT TITLE: LE . 1/8" = 1' — 0" N DECISION# 710 EAST ROAD LOCATION MA WA PROJECT DESCRIPTION: ALTERATIONS PHASE: " - CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 12.01.2024 DRAWN BY: CURRENT DATE: JCG 02.28.2025 DRAWING TITLE: s , n k i SITE PLAN µ` SHEET NO: ■ FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION - -A: 2 - - 3 - 4 = 5 Bedrm-1 Bedrm-2 6 _ Exist,g Exist,p 7 8 LIJ rEH7 F] 1 0 Bath-1 ZIP Exist q F- NYS STATE LAW: Stoop Exlsfq UNAUTHORIZED ALTERATION OR I I ADDITION TO ARCHITECTURAL V//� PLANS OR SPECIFICATIONS V l ED u I I BEARING A LICENSED ARCHITECT'S I I SEAL IS A VIOLATION OF PART I 1 69.5.13 OF TITLE 8 OF THE I I OFFICIAL COMPILATION, CODES, NORTH EX I ST G ELEVATION Sun Dinin I I Living RULES AND REGULATIONS xlsIsug Fxst,g I I Exsrg OF THE STATE OF NEW YORK. SCALE : 3/16" = 1' - 0" FRONT I EAST EX I ST G ELEVATION I I ARCHITECT'S SEAL &SIGNATURE: SCALE : 3/16" = 1' - 0" L.SIDE ED ARC, Stair * ar xFistg i � Y_ ------- J (P "IC" ---- FOF NEB 1ST FLOOR EXIST'G PLAN SCALE : 3/16" = 1' - 0" N FEII f_j t .... �,:h. N✓rb `. y LI ■ ❑� I I I JOHN C. GRAMLICH ARCHITECT E LL--ll IE-111 ILI I I I I I 248 ROUTE 25A-SUITE#3066 o Kitchen Ex;st,g J EAST SETAUKET, NY 11733 TEL(631)384-1752 © © JCGRAMLICH@GMAIL.COM CLIENT INFO: HAYLEY UP EXISTG DONALDSON TV / I III 1059 3RD AVENUE -APT 26A NEW YORK, NY 10065 I II WEST EXIST'G ELEVATION SOUTH EXIST G ELEVATION I I III SCALE : 3/16" = 1' - 0" R.SIDE I I I I SCALE : 3/16" = 1' - 0" REAR I I I I PROJECT INFO: III III ICI ICI 710 EAST ROAD I�I 11411 � CUTCHOGUE NY 11935 I I Unfinished 1 III Exist I � I III III II II ICI ICI ❑III I I 1 PROJECT TITLE: 710 EAST ROAD III III I I I I PROJECT DESCRIPTION: ALTERATIONS II II PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 12.01 .2024 DRAWN BY: CURRENT DATE: off r 1- ��' JCG 07.24.2025 z6WN �P ► �' S DRAWING TITLE: EXISTING FLOOR PLANS BASEMENT EX I ST'G PLAN L MAP SHEET NO: SCALE : 3/16" = 1' - 0" W � BY ZBA N .� ,SION# AS b`7 I DATED' _ i i FILE LOCATION: B D REVISIONS: -3.0 -3.0 NO. DATE DESCRIPTION 22'-2" 1 3 - xlsr'c xlsr'c 4 _ 5 - I I I I I I I I I I I I ^ I I I I I I b - I I I I I I r ------J L-------i I -------------� L------i I I I I I I I 7 - I I I I I I I I Kitchen ; 8 - x II Exist' Q _ N I I x -3.0 L , © © L--- I © © 1 SD NYS STATE LAW: -------- -------- UNAUTHORIZED ALTERATION OR UP ADDITION TO ARCHITECTURAL EXIST'G PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, T I I ® ITI I I N RULES AND REGULATIONS I III I I III coC, OF THE STATE OF NEW YORK. I I III DRYER.VENST DRYEJ I I I I III III a, PER CODE III III ARCHITECT'S SEAL&SIGNATURE: III III III III �A�D Ant, 116 w I I Grade Level i I�I I[�71 III III o �� co III Exist' III R Laf u 0 09 o I I w o I I I EXIST'G WATER s , , III I I v I I SOFTNER - .3` I I III III III sD III � �' oaao51 rr� I I I O I I I O x AO °�"S"' IIII /--� III III III III IIII�,~-I 4 I ( I I III � III III EXIST'G BOILER III III III III I I ► I Exlsr'G HWH III III III EXIST'G VAC III EXIST'G ELEC PANEL " XIST'G 30'-2" 7. RXr , JOHN C. GRAMLICH ARCHITECT B D 248 ROUTE 25A-SUITE#3066 (o U EAST SETAUKET, NY 11733 TEL(631)384-1752 RECEIVED JCGRAMLICH@GMAIL.COM BASEMENT DEMO PLAN BASEMENT FLOOR PLAN nC j 2 ) 2025 CLIENT INFO: SCALE : 1/4 - 1' - 0 SCALE : 1/4 - 1 - 0 NiE HAYLEY ZONING BOARD OF APPEALS DONALDSON 1059 3RD AVENUE-APT 26A DEMOLITION KEY NOTES MECHANICAL DEMOLITION NOTES DEMOLITION NOTES CONSTRUCTION LEGEND FINISH NOTES CONSTRUCTION NOTES NEWYORK, NY10065 KEY DESCTIPTIONI 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING ALL ITEM DESCTIPTION 1. ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS 1. ALL NEW&MODIFIED ELECTRICAL, MECHANICAL,&PLUMBING REMOVE POR7ION OF EXISTING ROOF FRAMING,CEILING 1. ALL MECHANICAL DEMO WORK SHALL BE DONE BY A LICENSED& PHASES OF DEMOLITION&CONSTRUCTION. CONTRACTORS MUST EXISTING WALL TO REMAIN &CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS BEING SLIP RESISTANT. WORK SHALL BE COMPLETED BY QUALIFIED&LICENSED O FRAMING, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL INSURED MECHANICAL CONTRACTOR. DISPOSE OF DEBRIS OFF SITE LEGALLY. ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE CONTRACTOR(S). PROJECT INFO: CEILING. TO PROVIDE A SAFE PATH OF TRAVEL. 2. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS NEW FRAMED WALL 2. ALL FINISHES ARE SELECTED BY OWNER or OWNER'S REPRESENTATIVE U.N.O. 2. STAIRS INDICATED BY ARCHITECT ARE CONCEPTIJA €Ttf REMOVE EXISTING ROOF OVER STOOP. RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE t. ON THE PLANS.FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: STAIRS SHALL BE DESIGNED/CONSTRUCTED BY( �H I n O 10 EAST ROAD 2 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 2.1. FLOORS:CARPET,TILE,WOOD FINISHES,ETC ACCORDANCE WITH NYS BUILDING CODE. �/ R UTCHOGUE NY 11935 REMOVE POR71ON OF EXISTING EXTERIOR WALL TO PROVIDE RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ NEW FIRE RATED FRAMED WALL 2.2. WALLS:PAINT,COLOR I E W V\�� r D BY ZB O NEW OPENING FOR EXTERIOR DOOR OR WINDOW. REFER TO THE GC&ARCHITECT. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. REFER ,_ �. ._ _ _ 2.3. CEILINGS:PAINT,COLOR,SUSPENDED GRIDS 3. FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCA .� CONSTRUCTION&FRAMING PLANS. TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 2.4. MOULDINGS&CASINGS:COLOR&TYPE DRAWINGS. 1 D ECTS 7 10 N REMOVE EXISTING WINDOW OR DOOR WITHIN EXTERIOR NEW DOOR 2.5, MILLWORK:DESIGN,STYLE,COLOR,MATERIALS 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK p- 4O p D100="DOOR"100-SEE SCHEDULE 2.6. DOORS:COLOR,STYLE,HARDWARE COLOR&STYLE 6. REFER TO WALL TYPES FOR ACTUAL MATERIAL M ��� - WALL&CLOSEE UP OPENING OR REPLACE PER PLAN. WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPENCIES �6• -- 6 3'-Ox6'-8"=DOOR SIZE(NO SCHEDULE) 2.7. KITCHEN CABINETS,COUNTERS OVERALL THICKNESS OF WALLS. �� PROJECT TITLE: O REMOVE WOOD FRAMED STAIR&LANDING ELECTRICAL DEMOLITION NOTES ARE TO BE VERIFIED W/THE ARCHITECT. 2.8. APPLIANCES D100 2.9. PLUMBING FIXTURES:TOILETS,BATHS,SHOWERS,SINKS,ETC 7. WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS 710 EAST ROAD REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE 2.10. PLUMBING ACCESSORIES:FAUCETS,TOWEL RACKS&THE LIKE O ADEQUATELY PROTECTED DURING ALL PHASES OF DW100H T ="WINDOW' R S-SEE SCHEDULE 8. WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS PROJECT DESCRIPTION: WALLS SHALL.BE REMOVED BY THAT TRADE. REFER TO M.E.P. 1. ALL ELECTRICAL DEMO WORK SHALL BE DONE BY A LICENSED& CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR EERO DH 3'-Ox6'-8"=DOOR SIZE(NO SCHEDULE) ALTERATIONS DEMOLITION MOTES. INSURED ELECTRICAL CONTRACTOR. REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE W100 1 DH=DOUBLE HUNG C=CASEMENT 9. PROVIDE FIRE BLOCKING AS REQUIRED. REFER TO SHEET GN-1 REMOVE EXISTING SIDING O SATISFACTION OF THE ARCHITECT. DH3'0x5"0 P=PICTURE A=AWNING FOR CODE REQUIREMENTS 2. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. PHASE: 6. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EERO=EMERGENCY ESCAPE RESCUE OPNG 10. PROVIDE DRAFT STOPPING AS REQUIRED. REFER TO SHEET GN-1 O REMOVE EXISTING ROOFING 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH EXISTING SPACES&ITEMS. FOR CODE REQUIREMENTS CONSTRUCTION (CD) RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ THE GC&ARCHITECT. 7. REMOVE ALL EXISTING INTERIOR WALLS, DOORS, DOOR FRAMES, CHECKED BY: INCEPTION DATE: FINISHES, MILLWORK ETC.ASREQDTO ACCOMMODATE NEW DEMOLITION LEGEND JCG 12.01 .2024 CONSTRUCTION AS DESIGNATED ON THE PLANS. ITEM DESCTIPTION DECK CONSTRUCTION PLUMBING DEMOLITION NOTES 8 STONTRACTS SHALL PRVIDE&INSTALL ALL REQIRED UCTURAOLRSHOR SHORING SHOOWN OR NOT SHOWN ONUDRAWINGS. EXISTING WALL TO REMAIN 1. INSTALL STEEL&WOOD FRAMED DECK WITH ALL COMPONENTS AS DRAWN BY: CURRENT DATE: ALL NEW OPENINGS WITHIN EXISTING WALLS SHALL BE EXECUTED SPECIFIED IN THE DRAWING SET. JCG 07.24.2025 IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. DEMOLITION WALL 1.1. ALL FRAMING MUST BE INSTALLED CODE COMPLIANT WITH 1. ALL PLUMBING DEMO WORK SHALL BE DONE BY A LICENSED& CJ_rZ.l�ZTJ� METAL WIND CONNECTORS&THE LIKE. DRAWING TITLE: INSURED MECHANICAL CONTRACTOR. 9. EXISTING ELECTRICAL, MECHANICAL,&PLUMBING ITEMS NOT 1.2. ALL STEEL SHALL BE PRIMED, PAINTED&/OR GALVANIZED FOR BASEMENT REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED DEMOLITION DOOR APPROPRIATE CORROSION RESISTANT CONSISTENT WITH 2. REFER TO PLUMBING DRAWINGS FOR SCOPE OF WORK. CONTRACTOR(S). ��\ OCEAN FRONT PROPERTIES. DEMO & CONSTRUCTION 10. PROVIDE WEATHER TIGHT BARRIERS PRIOR TO DEMOLITION 1.3. PROVIDE STEEL SHOP DRAWINGS FOR ALL STEEL FRAMING& PLANS 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH I ��� COMPONENTS, SHEAR&MOMENT CONNECTIONS, BOLTING RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ WORK OF EXTERIOR WALLS,WIDOWS, DOORS, ETC TO PROTECT 2d "I1 PATTERNS&THE LIKE FOR ARCHITECT'S APPROVAL. THE GC&ARCHITECT. AREAS DESIGNATED TO REMAIN. 2. HANDRAIL/GUARDRAIL SYSTEM -REFER TO RAILING SYSTEM SHEET NO: DEMOLITION WINDOW 3. INSTALL NEW FASCIAS AS SHOWN IN DRAWING SET.ALL NEW 11. VERIFY ALL UTILITIES NOT REQUIRED TO REMAIN IN SERVICE HAVE � ___= � FASCIAS SHALL HAVE CONTINOUS SOLID BLOCKING,CONCEALED BEEN SHUT OFF, DISCONNECTED AND CAPPED OFF WHERE NOTED FASTENERS(FILL HOLES),AND BE PAINTED.COLOR AS SELECTED BY A, BEFORE STARTING DEMO WORK. ARCHITECT. 4. INSTALL NEW DECKING-REFER TO DECKING NOTES. I I FILE LOCATION: - B D REVISIONS: -3.0 -3.0 NO. DATE DESCRIPTION 22'-2" 2 4 4 3 - n n n n n n n n n n I I I I I I I I I I I I I I I I I I I I WALL IN EXIST'G I I n 11 11 1136"H G RDRAILI I I I 11 11 -NIND.OW OPNG 105A 4 - C-- I I t - - --• € - i -' - 1 1) I I I €I{; 47 n -p_' 1' I1 t 6 - II _ I4 4 - \ I 0 '' � �edrm- Bedrm-2 El [12Exist Exist'g �_ - C C I - .' D .C k. I I € 10 105 -3.0 o 1I I i € Ne �►��� 1 I` 1 I bp Sri eF OI6 eb .e I 6 / o -�i I; 1) I I I 106 I � I I I SD �&+ sT� �+�°�° SD 1 I`; 1fl i I 16� NYS STATE LAW: - j I I11 I I l I t / irD 1 i III 1 i I € 8' 1 I UNAUTHORIZED ALTERATION OR I III 1 1 I I I I �� 4'-8° ADDITION TO ARCHITECTURAL O I coIli I l IF I O I �5 .� __ I I € 11--- EXIST'G STOOP - III L 1 � u 1 I - �I I I � � I I � � ---�' �+ ° SD xi t' PLANS OR SPECIFICATIONS - € 1 C I _1 � _�_ _I E ° � •_ E BEARING A LICENSED ARCHITECT'S 36"H GU R 1 AIL 11 i f I i I I I 1 ( E 102 [ ® Bath-1 z i SEAL IS A VIOLATION OF PART I 11 -___ - -€ t'g - _ _ _ _ _ _ _ _ _ _ - - _ - 69.5.BOFTITLE80FTHE l I 103 X� OFFICIAL COMPILATION, CODES, Ii I I I W I o RULES AND REGULATIONS IIII 4 3 // REMOVE i I I I I stoop I 1 N o M OF THE STATE OF NEW YORK. II 4 ROOF 3 I I OVER I I TI STOOP I I I W ARCHITECT'S SEAL& SIGNATURE: `" I co I I I I ------- �tED ARo R-� ��IIII _j w 8 IIII II 4 IIII t1l1 43 �4 -�f�lll LL� w� w w II 102 III III - - - - - - - - - - - - p jp�I - - - EXISt' c°ow0 rA Delk p IIIII o III o A 107i Q�- N M : - � a IIII 3 I NI IIII -3 0 I I I Living Rm I it IIII i � I I;q I � I I Exist' I [ `° I I 101 I IAI 1 � II IIIIII 4 � 4 4 1 I WALL IN EXIST'G I I WINDOW OPNG I ixt. IDebk I ( ; D102 ; J 0 0 �� € i W101C W101B L J I I I I 3 JGU1ARI 107 , f --------- --------------------- �_ � - - - a *'VE F = Z ------------------ x coQ M coS 30'-2" Ir Ir 12'-2" T-10" JOHN C. GRAMLICH ARCHITECT B D -3.0 D 248 ROUTE 25A-SUITE#3066 VOT EAST SETAUKET, NY 11733 RECEIVED TEL (631)384-1752 IN ^ E M ^ n JCGRAMLICH@GMAIL.COM Vl� /-�1-1ST FLR DEMO PLAN FIRST FLOOR PLAN VIEWED BY ZBq Q i 21 2025 CLIENT INFO: HAYLEY SCALE : 1/4 = 1' - 0 SCALE : 1/4" = 1' - 0" ISION# ZON NGRO>ARDOFAPPEALS DONALDSON N ATED: �►. -- =- 1059 3RD AVENUE-APT 26A DEMOLITION KEY NOTES MECHANICAL DEMOLITION NOTES DEMOLITION NOTES CONSTRUCTION LEGEND FINISH NOTES CONSTRUCTION NOTES NEWYORK, NY 10065 KEY DESCTIPTIOIN 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING ALL ITEM DESCTIPTION 1, ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS 1. ALL NEW&MODIFIED ELECTRICAL, MECHANICAL,&PLUMBING REMOVE PORTION OF EXISTING ROOF FRAMING,CEILING 1. ALL MECHANICAL DEMO WORK SHALL BE DONE BY A LICENSED& PHASES OF DEMOLITION&CONSTRUCTION.CONTRACTORS MUST EXISTING WALL TO REMAIN &CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS BEING SLIP RESISTANT. WORK SHALL BE COMPLETED BY QUALIFIED& LICENSED O FRAMING, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL INSURED MECHANICAL CONTRACTOR. DISPOSE OF DEBRIS OFF SITE LEGALLY. ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE CONTRACTOR(S). PROJECT INFO: CEILING. TO PROVIDE A SAFE PATH OF TRAVEL. 2. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS NEW FRAMED WALL 2. ALL FINISHES ARE SELECTED BY OWNER or OWNER'S REPRESENTATIVE U.N.O. 2. STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL 710 EAST ROAD Of REMOVE EXISTING ROOF OVER STOOP. RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE ON THE PLANS.FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 2.1. FLOORS:CARPET,TILE,WOOD FINISHES,ETC ACCORDANCE WITH NYS BUILDING CODE. CUTCHOGUE NY 11935 REMOVE PORTION OF EXISTING EXTERIOR WALL TO PROVIDE RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ NEW FIRE RATED FRAMED WALL 2.2. WALLS:PAINT,COLOR O NEW OPENINIG FOR EXTERIOR DOOR OR WINDOW. REFER TO THE GC&ARCHITECT. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. REFER - - 2.3. CEILINGS:PAINT,COLOR,SUSPENDED GRIDS 3. FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF CONSTRUCTfION&FRAMING PLANS. TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 2.4. MOULDINGS&CASINGS:COLOR&TYPE DRAWINGS. NEW DOOR 2.5. MILLWORK:DESIGN,STYLE,COLOR,MATERIALS REMOVE EXHSTING WINDOW OR DOOR WITHIN EXTERIOR 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK �' ND100EW 6. REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& O WALL&CLO; ="DOOR" 100-SEE SCHEDULE 2. DOORS:COLOR,STYLE,HARDWARE COLOR&STYLE.SE UP OPENING OR REPLACE PER PLAN. WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPENCIES +s� T-Ox6'-8"= DOOR SIZE(NO SCHEDULE) 2.7. KITCHEN CABINETS,COUNTERS OVERALL THICKNESS OF WALLS. PROJECT TITLE: REMOVE WOOOD FRAMED STAIR&LANDING ELECTRICAL DEMOLITION NOTES ARE TO BE VERIFIED W/THE ARCHITECT. 2.8. APPLIANCES C5) D1001 2.9. PLUMBING FIXTURES:TOILETS,BATHS,SHOWERS,SINKS,ETC 7. WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS 710 EAST ROAD REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE 2.10. PLUMBING ACCESSORIES:FAUCETS,TOWEL RACKS&THE LIKE OADEQUATELY PROTECTED DURING ALL PHASES OF DW100H 3' ="WINDOW' R S-SEE SCHEDULE 8. WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS PROJECT DESCRIPTION: / WALLS SHALL BE REMOVED BY THAT TRADE. REFER TO M.E.P. 1. ALL ELECTRICAL DEMO WORK SHALL BE DONE BY A LICENSED& CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR EERO� DH 3'-Ox6'-8"=DOOR SIZE(NO SCHEDULE) DEMOLITION NOTES. INSURED ELECTRICAL CONTRACTOR. REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE W100) DH=DOUBLE HUNG C=CASEMENT ALTERATIONS 9. PROVIDE FIRE BLOCKING AS REQUIRED. REFER TO SHEET GN-1 O REMOVE EXI7STING SIDING 2. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. SATISFACTION OF THE ARCHITECT. DH3'0x°5'0 P=PICTURE A=AWNING FOR CODE REQUIREMENTS PHASE: 6. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EERO=EMERGENCY ESCAPE RESCUE OPNG 10. PROVIDE DRAFT STOPPING AS REQUIRED. REFER TO SHEET GN-1 OJ REMOVE EXISTING ROOFING 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ EXISTING SPACES&ITEMS. FOR CODE REQUIREMENTS CONSTRUCTION (CD) THE GC&ARCHITECT. 7. REMOVE ALL EXISTING INTERIOR WALLS, DOORS, DOOR FRAMES, CHECKED BY: INCEPTION DATE: L I FINISHES, MILLWORK ETC.AS REQD TO ACCOMMODATE NEW DEMOLITION LEGEND JCG 12.01.2024 CONSTRUCTION AS DESIGNATED ON THE PLANS. ITEM DESCTIPTION DECK CONSTRUCTION 8. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED EXISTING WALL TO REMAIN DRAWN BY: CURRENT DATE: PLUMBING DEMOLITION NOTES STRUCTURAL SHORING SHOWN OR NOT SHOWN ON DRAWINGS. 1. INSTALL STEEL&WOOD FRAMED DECK WITH ALL COMPONENTS AS JCG 07.24.2025 ALL NEW OPENINGS WITHIN EXISTING WALLS SHALL BE EXECUTED SPECIFIED IN THE DRAWING SET. IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. DEMOLITION WALL 1.1. ALL FRAMING MUST BE INSTALLED CODE COMPLIANT WITH 1. ALL PLUMBING DEMO WORK SHALL BE DONE BY A LICENSED& rJ_TrL1T�ZiT METAL WIND CONNECTORS&THE LIKE. DRAWING TITLE: INSURED MECHANICAL CONTRACTOR. 9. EXISTING ELECTRICAL, MECHANICAL,&PLUMBING ITEMS NOT 1.2. ALL STEEL SHALL BE PRIMED, PAINTED&/OR GALVANIZED FOR 1ST FLOOR REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED DEMOLITION DOOR APPROPRIATE CORROSION RESISTANT CONSISTENT WITH 2. REFER TO PLUMBING DRAWINGS FOR SCOPE OF WORK. CONTRACTOR(S). \� OCEAN FRONT PROPERTIES. DEMO & CONSTRUCTION 10. PROVIDE WEATHER TIGHT BARRIERS PRIOR TO DEMOLITION Q 1.3. PROVIDE STEEL SHOP DRAWINGS FOR ALL STEEL FRAMING& PLANS 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH WORK OF EXTERIOR WALLS,WIDOWS, DOORS, ETC TO PROTECT ' �\ COMPONENTS,SHEAR&MOMENT CONNECTIONS, BOLTING RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ Zd �J PATTERNS&THE LIKE FOR ARCHITECT'S APPROVAL. THE GC&ARCHITECT. AREAS DESIGNATED TO REMAIN. 2. HANDRAIUGUARDRAIL SYSTEM -REFER TO RAILING SYSTEM SHEET NO: DEMOLITION WINDOW 3. INSTALL NEW FASCIAS AS SHOWN IN DRAWING SET.ALL NEW 11. VERIFY ALL UTILITIES NOT REQUIRED TO REMAIN IN SERVICE HAVE �, ___ __ � FASCIAS SHALL HAVE CONTINOUS SOLID BLOCKING,CONCEALED BEEN SHUT OFF, DISCONNECTED AND CAPPED OFF WHERE NOTED FASTENERS(FILL HOLES),AND BE PAINTED.COLOR AS SELECTED BY BEFORE STARTING DEMO WORK. ARCHITECT. 4. INSTALL NEW DECKING-REFER TO DECKING NOTES. I I GENERAL ROOF NOTES FILE LOCATION: 1. GC SHALL INSTALL A ROOFING SYSTEM IN ACCORDANCE WITH B D CODE, MANUFACTURER. REFER TO GENERAL NOTES &ROOF COMPONENT NOTES. -3.0 -3.0 REVISIONS: 2. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR ALL NO. DATE DESCRIPTION SPECIFIED MANUFACTURERS&PRODUCTS. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE& A: - LOCAL CODES. 4. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER 2 REQUIREMENTS.WARRANTIES MUST BE MAINTAINED. 3 _ O 5. PROVIDE SHOP DRAWINGS FOR ROOF LAYOUT&ALL _ COMPONENTS-SUCH AS FLASHING,COPING, FASCIA, ETC TO �I ARCHITECT FOR APPROVAL. 5 - 6. ROOF SHALL PITCH AS NOTED ON DRAWINGS 7. PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS 6 8. ALL ITEMS PIERCING ROOF SYSTEM SHALL BE FLASHED& 7 w FASTENED TO TO ROOF IN ACCORDANCE WITH THE _ I— MANUFACTURERS DETAILS.THESE ITEMS INCLUDE BUT ARE 8 YA C PEN ER OLA C NOT LIMITED TO THE FOLLOWING: -3.0 EW Ur -3•0 8.1. PLUMBING VENT PIPES 9 - 8.12 8.12 8.2. EXHAUST&INTAKE DUCTS, FANS,&EQUIPMENT ��� w 9. FLASHING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS " EXIST'G 0 EXIST'G &ADDITIONALLY WHERE REQUIRED BY THE MANUFACTURER& Q CODE 9.1. VALLEYS&HIPS, EAVES NYS STATE LAW: 9.2. BLIND FLASHING WHERE ROOF ABUTTS WALL& THE LIKE 9.3. ALL ITEMS PIERCING ROOF(AS NOTED ABOVE) UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS PITCH ROOF COMPONENTS R-1 BEARING A LICENSED ARCHITECT'S Cy - SEAL IS A VIOLATION OF PART r- ' MATERIAL DESCRIPTION 69.5.B OF TITLE 8 OF THE CD OFFICIAL COMPILATION, CODES, RIDGE.- SHINGLES NATURAL CEDAR SHINGLES RULES AND REGULATIONS OF THE STATE OF NEW YORK. UNDERLAYMENT CEDAR BREATHER BY BENJAMIN(OBDYKE cv �`j, JQ. p ICE&WATER SHIELD SELF ADHERING-REFER TO DETAIL O SHEATHIMG 1/2"EXT GRADE PLYWOOD SHEATHING ARCHITECT'S SEAL&SIGNATURE: � f , MEMBRANE FLASHING SELF ADHERING AT HIPS&VALLEYS QED A 23' po 2 PENETRATIONS USE"BOOT'FLASHING&THE LIKE FOR PLUMB/ ��r� VENT PIPES. USE MFG DETAILS FOR HVAC RIDGE — RIDGE x' `STOOP �'p v METAL FLASHING ALUM 26 GA AT CHIMNEYS&THE(LIKE. USE F. i , 24GA DRIP EDGE&ROOF EAVE& FASCIA. KYNAR COATED. COLOR TBD IGUTTERS&LEADERS ALUM GUTTER 18GA WITH DOWNSPOUTS.TIES # A _ A TO SUBSURFACE DRAINAGE ,�,9 a3806"I !j• -3.0 N N 1 RIDGE-ATTIC-SOFFIT PROVIDE RIDGE VENT, SOFFIT VEINTS,&ATTIC OF IN `- 77 VENTING VENTS MEETING CODE O !� L'9 O w 8:12 0 8:12 HOUSE WRAP & UNDERLAYMENT SIDING -. .: 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN — _ ACCORDANCE WITH BUILDING CODE&MANUFACTURERS - - REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN ° GUTTER CHIMNEY 24.01 ACCEPTABLE ALTERNATIVE. Ex Q A ,�� 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE CX'V UNDER ALL NATURAL CEDAR SIDING.ROOF ?`- 7,LA Y. -, O ICE BARRIER O - �/ PROVIDE ICE BARRIER NOT FEWER THAN(2) LAYERS OF _ LL UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERING M > O POLYMER-MODIFIED BITUMEN. ICE BARRIER SHALL EXTEND FROM JOHN C. GRAMLICH B D L0 LLI THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS ARCHITECT THAN 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING,36" z FOR 8/12 PITCH(R905.1.2) 248 ROUTE 25A-SUITE#3066 X O EAST SETAUKET, NY 11733 TWO LAYERS OF UNDERLAYMENT TEL 631 384-1752 ROOF w DECK �WATERPROOFFINGME1MBRANE JCGRAMLICH@GMAIL.COM ROOF PLAN CLIENT INFO: 8:12 8:12 SCALE : 1/4" = 1' - 0" HAYLEY w RAFTER-~ DONALDSON " iXIST'G C7 EXIST N ,�oIsTG Q ' 1059 3RD AVENUE -APT 26A r NEW YORK, NY 10065 za•ntna. cfmR - - - - - - - - - - - - - - - - - -� /�- - - - � I // I I EX"rERi AL PROJECT INFO:ROAD CUTCHOGUEANY 11935 I 1 1 // REMOVE 2 INSULATION CRITERIA I // ROOF& BRACKETSI 1 I / REFER TO COM-CHECK FOR: // I 1 I 1. INSULATION TYPES&LOCATIONS. PROJECT TITLE: 1 1 LI 2. GC MUST MEET MINIMUM REQUIRED INSULATION VALUES. 1 / / 1 710 EAST ROAD EXTERIOR BRAKE METAL PROJECT DESCRIPTION: ALTERATIONS REMOVE 1 REMOVE 1 DEMOLITION KEY NOTES 1. ALL BRAKE METAL SHALL T .125 ALUMINUM. NOTE ALL BENDS PHASE: I 1 WILL HAVE A RADIUS PER THE THICKNESS OF THE MATERIAL.1 1 - COLOR OF BRAKE METAL TO BE VERIFIED WITH ARCHITECT. � 1 ROOF& ROOF& 1 1 CEILNG 1 CEILNG KEY DESCTIPTION 2. BLOCKING&SHIMMING AS REQD. 3. ALL BRAKE METAL SHALL BE GLUED TO BLOCKING&WALL CONSTRUCTION (CD) 1 1 1 REMOVE PORTION OF EXISTING ROOF FRAMING,CEILING SURFACE. O 1 1 1 FRAMING, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL 4. ALL JOINTS SHALL BE CAULKED. CHECKED BY: INCEPTION DATE: CEILING. JCG 12.01 .2024 1 1 i 2 REMOVE EXISTING ROOF OVER STOOP. I � 1 0 DRAWN BY: CURRENT DATE: O REMOVE PORTION OF EXISTING EXTERIOR WALL TO PROVIDE F. F AP ot)wJCG 07.24.2025 NEW OP IN ON&FEXTERIOR P OOR OR WINDOW. REFER TO ! �lD rryY Z 1 1 I r [� [� RECEIVED DRAWING TITLE: 1 1 1 O REMOVE EXISTING WINDOW OR DOOR WITHIN EXTERIOR r �k 9( •N 4- WALL&CLOSE UP OPENING OR REPLACE PER PLAN. Q 2ND FLOOR I 1 ( 5 REMOVE WOOD FRAMED STAIR&LANDING �� l OC J 2 1J25 DEMO & CONSTRUCTION L - - - - -- - - - - - - - - - - - - - I O ---� I - - - - - - - - - - - - - - -I- _ __ - - - - - - - - - J REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN ����,}(�� PLANS �ta�3R O WALLS SHALL BE REMOVED BY THAT TRADE. REFER TO M.E.P. �"" P OF DEMOLITION NOTES. SHEET NO: O REMOVE EXISTING SIDING IF O REMOVE EXISTING ROOFING ROOF PLAN - DEMO SCALE : 1/4" = 1' - 0" i MAXIMUM BUILDIING HEIGHT LINE EXTERIOR MATERIALS SCHEDULE FILE LOCATION: -— — ——— — — — — —— ———— — ———————— —————— —— —� — — — — — —— — — — — —— — — — — — — — — —— — — —— —— —— — - SYMBOL ITEM DESCRIPTION BRAND-MODEL / \ OROOFING NATURAL CEDAR ROOF REFER TO"PITCH ROOF PITCH COMPONENTS"LIST BOX REVISIONS: / \ RAKE&EAVE 5/4x8 RAKE FASCIA-WHITE AZEK WOOD GRAIN TEXTURE NO. DATE DESCRIPTION FASCIA 5/4x8 EAVE FASCIA-WHITE PAINTPRO&CORTEX FASTNRS / \ RAKE&EAVE 5/4x6 RAKE FRIEZE-WHITE AZEK WOOD GRAIN TEXTURE FRIEZE 5/4x8 EAVE FRIEZE-WHITE PAINTPRO&CORTEX FASTNRS 2 SOFFITS �'x12"SMOOTH-WHITE AZEK NON-VENTED C-2 3 — / \ ROOF COPING MATCH FASCIA 4 COLOR / \ 5 / \ GUTTERS& GUTTERS MATCH LEADERS FASCIA COLOR 6 - FLASHING& KYNAR COATED 7 / M-3 METALS / 8"RAKE FASCIA \ / F-1 \ SHINGLE SIDING NATURAL CEDAR SHINGLE 7"EXPOSURE $ - /NEW ROOF Y S-1 6"RAKE FREIZE F_1 \ S'1 WEATHER TREATED 2"RAKE FREIZE \ F-1 - +1 T-6"EL S-2 = I 8"RAKE FASCIA \ O BRICK VENEER EXISTING BRICK VENEER POWER WASH&WHITE WASH 9 / µ F_1 \\ S-2 - Ak EXIS70'ROOF HT F _ ���6' 'EL µ \��A WINDOWS REFER TO REFER TO SCHEDULES SCHEDULES WINDOW& 5/4x4 CASING-WHITE AZEK WOOD GRAIN TEXTURE DOOR TRIM PAINTPRO&CORTEX FASTNRS GLASS DOORS REFER TO REFER TO ADDITION TO ARCHITECTURAL UNAUTHORIZED ALTERATION OR EAVE 6" W'2 SCHEDULES SCHEDULES // 8"FREIZE ;; PLANS OR SPECIFICATIONS R-1 \\ FRONT DOOR REFER TO REFER TO BEARING A LICENSED ARCHITECT'S �\ - ART I W 3 SCHEDULES SCHEDULES SEAL IS A VIOLATION OF P / ;ry. .;S 1. i_;,,.;,, ,.... ,,_." 9 5 B OF TITLE 8 OF THE 6 . / NEW RR PL HT I € z _ / COLUMNS 6x6 TIMBER NATURAL CEDAR OFFICIAL COMPILATION v o +9'-0"EL — :,:; =1 = ,, .:. ,,::": :::: :,. .,. h \ CODES, 1S$FOL EPL HT I F-1 �/ \ B-1 WHITERULES AND REGULATIONS 1 / BRACKETS& PAINTED WHITE NATURAL CEDAR OF THE STATE OF NEW YORK. WINDOW HD HT € _I...l"...`:..J..,..".I... ..I..; ..` z € s _[.. t I.,-F, i.,1 — — 6"EAVE FASCIA \ µ IF +6'-8" EL ... ."._ .". _.,. S-1 CORBELS PERGOLA PAINTED WHITE NATURAL CEDAR FF ,: i --. ARCHITECT'S S � i I _ EAL& SIGNATURE. W-1 W-1 B 3 A TF E € I s 4 ( ' 3 V _ r, _ ,.r-__, w.grq" yq PORCH CEILING BEADBOARD-WHITE AZEK PVC BEADBOARD E&CB uj 00 4"WINDOW TRIM - ->- 4"WINDOW TRIM w 1r©A I Z T-1 J I. I T-1 Z I C-1 '��� p��e�S' I w 1 E _ EXTERIOR 6"WIDE BOARDS IPE NATURAL WOOD Mi a w p S-1 DECKING .A I ,".O t I I 1.. O _- _. .,," ._ ".,".."�_"_-_...," „_,..,.,. ._..""_I .-._,.. ..,I EXIST'GBRICKSTOOP.,,:: " I --� __. .. - „,:::,-.•<,.. :..", r..... GUARD RAIL 4"x4"TRADITIONAL POSTS VIEW RAIL OR EQUAL a 1ST SUB FLR I 1 fz.l I_,,. ..,. s. V € € CL 1 ,I.,_,.."",. . 1: -,1 -(— .. _ G-1 SYSTEM "ROD"RAILING SYSTEM ALL COMPONENTS WHITE 0-0 REF EL . . I- � € € I 4 i�_i j S ..".�. .,?.., ..,..,".,:.. "",f"".,.,,.✓., l[7 3 S i I € i i E I I B.O. FJ „,.,, . , 45.1 ri. .. ". . _.. 44.7 SYMBOLS: q�, a3$05', Q` z. BRACKET HANDRAIL NOT REO'D B= BRACKETS&COLUMNS M= METALS:GUTTERS, FLASHING ��NEB W- I B-2 1 C= CEILING&SOFFITS P= PARGING 1 W 3 4"TRIM 1 D= DECKING&WALKING SURFACES R= ROOFING 42.6AVERAGE __ ___ _ _ _ — —— ——— — ——— — — — — —— — — — — —— —— — — —— ———— — — — — — — ———— —— — — — — — — — — — — — ——— — — — —— - - S GRADE �2S F- FASCIAS&FRIEZE S- SIDING&SIDING COMPONENT G= GUARD RAILING&FENCING T= TRIM L= LIGHTING W= WINDOWS&DOORS 41.4 16.0' 32'-2" 11.4' HOUSE TO PROPERY LINE HOUSE TO PROPERY LINE NOTES: GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS. MOCK-UP WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION06 BASEMENT SLAB NORTH ELEVATION SCALE : 1/4" = 1' - 0" FRONT " , KK> NIX, a JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL (631)384-1752 NEW ROOF HT JCGRAMLICH@GMAIL.COM +17'-6"EL EXIST'G ROOF HT CLIENT INFO: +164'EL HAYLEY DONALDSON ......""'""" 1059 3RD AVENUE -APT 26A NEW YORK, NY 10065 it .mlu.,^may ` — --- ";3::,.. - - PE ROJECT INFO r_ -8 1/2"EL 1ST FLR PL HT i ' i imm € 1 ; I_ I 1ST FLR PL HT 710 EAST ROAD OIL 3 ` E i € € € E f +s'-o"EL _ "" " -=_"` ==" - „ttt - CUTCHOGUE NY 11935 + WINDOW HD HT _ ."._ 1 1.. ,_ ",:,...:.:: ,-;1, - € €.p,...( . - E I..,"._€ _ {I i { I I ( WINDOW HD HT —€::•e;�,.j.�„q.��E-;:w,_....,.,..w .i. -xr :i,^F.;;.ya""1,,..".'r,';";L;,,,.,.. .,^^„5'—'^^_;,— ""i"_�:"w.';^ ,,.»,... +6'-8"EL I f [, €. i ."" I ""." '._".."1 �.w a "" ( +6-8 EL " ,.f I � .....�.:-..�::�-.„ �., i I PROJECT TITLE:C - _. J RECEIVED 710 EAST ROAD x _� ( ! PROJECT DESCRIPTION: 1 ... ; "._.y �._ .". _, T 2 t 2025 ALTERATIONS EXIST G BRICK STOOP _.,.""E.".... _"-M..-:;, :, ;..; 1ST SUB FLR i € 11 s j ( E I I 1ST SUB FLR CS 0'-0"REF EL _, {..: � 4 L € _ - � "�l ::- :-.<:: ,:.._ - ZONING RQ PHASE: I 0' 0"REF EL I B.O. FJ B.O. FJ BOARD OF APPEALS 44.7 1n 0mu,Mcr)u=Uui,nc0U11;m 0C,r rronnry V.)rl��0 ),0Vr_0 C17rl nM,u0 V rlrin CONSTRUCTION (CD) Mrrr; nra'1n017 „ D Jnor]0" Door n 1" oror.V 0Or7cirp±- FINAL MAP ;C€C3['SC.i�C11^u3 C?t7 ClaC.t Ci L'i C:`1 tl RC1.➢i C's C.Y Ci CS",3s:F Ll CF€ C:CF CI"u"i:.�€:t`.",k CS C:SGi3 i:i ;f fCl Cl iJ€.lG*auC7 C:;;:,B EI C'Tu f,",sGaC:C1"«.' :€ :C;.�'.;Ck i�C1 Cl C2ccaacra Ci D€700 a'€Ll C ?6 cs ac cl are arscrlaac� lc c a REVIEWED BY ZBA CHECKED BY: INCEPTION DATE: 43.2 €acicsr.csni�cics.� r;::arsc�i�lrsacc�c�ra€xnixcai�€c€raga �; '"nncaclaaciou_l i ., � �, E r; � a� € JCG 12.01 .2024 rze,,cuc rac';g -rac to s r € cs�acs c^r,;r.acxc 4, DECISION# ' DRAWN BY: CURRENT DATE: DATED: 40.1 JCG 07.24.2025 OIL BASEMENT SLAB BASEMENT SLAB DRAWING TITLE: HOUSE WRAP & UNDERLAYMENT EXTERIOR ELEVATIONS SIDING 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN WEST ELEVATION ACCORDANCE WITH BUILDING CODE&MANUFACTURERS SHEET NO: REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN SCALE : 1/4" = 1' - 0" R.SIDE ACCEPTABLE ALTERNATIVE. 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE IF UNDER ALL NATURAL CEDAR SIDING. ■ I EXTERIOR MATERIALS SCHEDULE FILE LOCATION: MAXIMUM BUILDIING HEIGHT LINJE SYMBOL ITEM DESCRIPTION BRAND-MODEL -————— — — — — — — — - r ROOFING NATURAL CEDAR ROOF REFER TO"PITCH ROOF / \ ED PITCH COMPONENTS"LIST BOX REVISIONS: / \ RAKE&EAVE 5/4x8 RAKE FASCIA-WHITE AZEK WOOD GRAIN TEXTURE NO. DATE DESCRIPTION FASCIA 5/4x8 EAVE FASCIA-WHITE PAINTPRO&CORTEX FASTNRS / \ RAKE&EAVE 5/4x6 RAKE FRIEZE-WHITE AZEK WOOD GRAIN TEXTURE FRIEZE 5/4x8 EAVE FRIEZE-WHITE PAINTPRO&CORTEX FASTNRS — / SOFFITS }'x12"SMOOTH-WHITE AZEK NON-VENTED 3 - ROOF COPING MATCH FASCIA 4 COLOR / \ OGUTTERS& GUTTERS MATCH LEADERS FASCIA COLOR 6 - / \ FLASHING& KYNAR COATED METALS 7 - / SHINGLE SIDING NATURAL CEDAR SHINGLE 7"EXPOSURE / F-1 8"RAKE FASCIA \\ S-1 WEATHER TREATED / F-1 6"RAKE FREIZE S_1 \\ BRICK VENEER EXISTING BRICK VENEER POWER WASH&WHITE WASH 9 NEW ROOF HTIr +17'-6"EL S-2 \ _ " \ WINDOWS REFER TO REFER TO EXIST'G ROOF 4T W-1 SCHEDULES SCHEDULES \A!� WINDOW& 5/4x4 CASING-WHITE AZEK WOOD GRAIN TEXTURE NYS STATE LAW: DOOR TRIM PAINTPRO&CORTEX FASTNRS UNAUTHORIZED ALTERATION OR GLASS DOORS REFER TO REFER TO ADDITION TO ARCHITECTURAL ,' 6 :,„ \ W-2 SCHEDULES SCHEDULES ,""`^'` PLANS OR SPECIFICATIONS FRONT DOOR REFER TO REFER TO BEARING A LICENSED ARCHITECT'S SCHEDULES SCHEDULES SEAL IS A VIOLATION OF PART / .. ....... _:; ;. .:1. ; 69.5.13 OF TITLE 8 OF THE COLUMNS 6x6 TIMBER NATURAL CEDAR OFFICIAL COMPILATION, CODES, „ RULES AND REGULATIONS ::.,„_.. — +9'-0"ELT o \ N / 1ST FLR PL HT I I E ( I E i 1ST FLR PL HT °� \ O BRACKETS& PAINTED WHITE NATURAL CEDAR OF THE STATE OF NEW YORK. / I+8'-0"EL - = s�� ^ ._ _ `,E,: d: _ I" '`" .x: +8'-0"EL V CORBELS - -- — WINDOW HD HT OW HD HT ---- f WIND PERGOLA PAINTED WHITE NATURAL CEDAR +6 8 EL I _ E I �^„ +6'-8"E L..; ._ .f;r, ; ,: .„;t ',; p B_3 ARCHITECT'S SEAL& SIGNATURE: .f_' ,. PORCH CEILING BEADBOARD-WHITE AZEK PVC BEADBOARD E&CB 4,WINDOW TRIM T 5 R W co co B-100 6"x6"POST ILL _ co W I? �� ,.. ,,;.„.: ...1...'•.. .. ......,„........_...,<.,...,„ _.„„... ._...`s,. 5,: 1co J — EXTERIOR 6"WIDE BOARDS IPE NATURAL WOOD D 1 DECKING � d G-1 w I o GUARD RAIL 4"x4"TRADITIONAL POSTS VIEW RAIL OR EQUAL ktilt O O G-1 SYSTEM "ROD"RAILING SYSTEM ALL COMPONENTS WHITE (a _ 1ST SUB FLR 1ST SUB FLR _ J � 1 0'-0" REF EL 0'-0"REF EL r, _ I SYMBOLS: B.O. FJ B.O. FJ I B= BRACKETS&COLUMNS M= METALS:GUTTERS, FLASHING �C?F N `� w„'„s t„;i.:.., L;,.;e."a;,.t is n,e w s,4::.J[,.. „e .,.,a i«:_.P s„w, .,z::'.:s,4e�: :naw�ar rye a;r�r,,,ac:srsr,0Dv:.r,U011"iMlU csuD ,Ellr :r'efr.�'c•r 0 - C= CEILING&SOFFITS P= PARGING I 10"DECK FASCIA " '' " '- ,—- --�- `-`--�--' I D= DECKING&WALKING SURFACES R= ROOFING F-1 ear:ac :friar nrzrraa a:, c= sr aaac. c.aN r; rrr•. c,c,k{ti; ar ror. '00DDorm as. a 1,0,V frlar"�C211rCa01,;D=�c�e�:?" B-2 F= FASCIAS&FRIEZE S= SIDING&SIDING COMPONENTS 1 €�cDU,' :-,QUs:cfacxc-a0DUr m j�:st�u;lr,=�a=�c:� st,�ac ' w=n;., 42.6AVERAG_E - - - - - - -- EfCfEtNCI- — 43.2 ar-catr �nc`s € •; :, r =ta ;r, r P<r,r — -- - - -- - - -- - - - - - - -- -- - - - - -- - G= GUARD RAILING&FENCING T= TRIM 1Av0V0r 1r.:z;:=f.;:, "I D-1 r€.a=:�c�an�sraanrsar�r�aetcar, e; fa€;fc=a.:Ursa=,,r„r,; ,t�c,rF:�c.;c;;l-; GRADE I o :x cc nc, cac ezaesaonn€sr a sr0r-�Cri,zarfrar ac': . ;t?<�� o I L= LIGHTING W= WINDOWS&DOORS s 'ar r c,= :;c c,ar as 19,00r„�r r" jQ0rl.0 ;.:fr�'m;s € r :acroac;r rl,- 4"DOOR TRIM T-1 � NOTES: „ , .. : �r. 41.0 41.0 I GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS. MOCK-UP 1 W-2 WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION 1 F_1 WOOD TONE LATTICE 39.73OL I ` BASEMENT SLAB BASEMENT SLAB I 1 37.69 37.6 1 ` 11.4' 32'-2" 16.0' HOUSE TO PROPERY LINE HOUSE TO PROPERY LINE SOUTH ELEVATION SCALE : 1/4" = 1' - 0" REAR JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 F-1 8„RAKE FASCIA S-1 S-2 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM RAKE FREIZE CLIENT INFO: „ — HAYLEY DONALDSON 1059 3RD AVENUE -APT 26A NEW YORK, NY 10065 F_1 6"EAVE FASCIA <�:---- „ �.. mtn f gym" 8"WRAPPED HDR t,-1 PERGOLA PROJECT INFO: „ ( L 6"EAVE FASCIA 710 EAST ROAD =4 I - UTCHOGUE NY 11935 � �-.:. 1ST FLR PL HT s i I� , , MM.M r WINDOW HID HT ;_.m.„_c.„ F „ , ;„.„_, „, T :„ = BRACKET B-2 PROJECT TITLE: .. s"xs"POST I ' F 'f ^ j ^` 710 EAST ROAD ..s,„„. .,,.,„„..;L.:}.„,.� ;,„„:;,s:i_'-:';.'r-;¢:r;.;S;a%;-,.r, "" T`, ,_3.,.,�„,1 „s,_„ CO „ zm,,„ B 1 �i�, }^„ RECEIVEDI " - PROJECT DESCRIPTION: � , " f OCTLTERATIONS „.. i I T 2 1 2025 EXIST'G BRICK STOOP 1ST SUB FLR PHASE: ( x ro Ate_ REF ELL A�4R } NSTRUCTION (CD) B.O. F J F n x_. F-1 10"DECK FASCIA ;c .r a,:f a e r r�r € .., m.„,.. ,: r i.' FINAL V A L accc r raar ® - ^ w^4 .. MAP CHECKED BY: INCEPTION DATE: aaa as€, :, , „ a JCG 12.01 .2024 000C 'ar�r�esracsaa0ucl . „ _t„k:,a:,.. _ „„� REVIEWED BY ZBA <_ ;;aac�a ar2caa€seacse�aa ,.„_.., „.�. _ ?'.`;:�."�:'::,:�_,.„„,-.:._ D-1 DECKING a a013ar,ca0Vna: � � _,.:c 42.8 DECISION# '� DRAWN BY: CURRENT DATE: -,raretcc!aacca!�esr��,r 42.6i o i��e�aan�resr�noz�ar�r�aananr 42.12 WOOD TONE = aarc c acccaraaacarnr , G-1 `' DATED: JCG 07.24.2025 F-1 � a a c r r ca c c;ct a r a c'r€a a_, WOOD FRAMED STAIRS WI 36"H LATTICE ;. r r:rr r aar esr aaacr:nr;= a :xs raa scr� aaaar„ce�r,caa F-1 GUARD/HAND RAILS.AZEK D-1 RISERS&WOOD DECK TREADS DRAWING TITLE: 39.73 EXTERIOR ___„_„_,�„_-___„ N,„.�.„„„�,„„„_„_„..��„. ,.....µ,,.�._.„�.„„._„„.�.�__„„.„„_.„„„ BRACKET g-2 F=- _„.�.„,.___._.__„_„.__..��..,��— ��� BASEMENT SLAB ELEVATIONS EXIST'G RAILROAD TIE WALL 37.93 HOUSE WRAP & U N D E R LAYM E N T SIDING EAST ELEVATION 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN SHEET NO: ACCORDANCE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN SCALE : 1/4" = 1' - 0" L.SIDE ACCEPTABLE ALTERNATIVE. F I 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE UNDER ALL NATURAL CEDAR SIDING. rn i FILE LOCATION: 30'-2" REVISIONS: 14'-7^ 14'-7^FC-1 NO. DATE DESCRIPTION NEW ROOF HIT S-0. +17'-6"' EL — EXIST'�G ROOF HT +16'-0"'EL 12 12 / 2 10� �10 o / 3 RR PL HT EXTEND HEIGHT OF WALL FROM 8'-0" �Q I ��7 y EXTEND HEIGHT OF WALL FROM 8'-0" PLATE HEIGHT TO 9'-0"PL HT.REFER TO �L I p PLATE HEIGHT TO 9'-0"PL HT,REFER TO % / 5 — NOTES FOR SCOPE OF WORK NOTES FOR SCOPE OF WORK i 6 FC-7 FC-4 FC-6 _(7 � — � � � /� // \ � — S-0. S-0. S-0. 7 _ BOTTOM CHORD OF TRUSS BEYOND NEW RR PL HT — / / RR PL HT (NOT A CEILING JOIST) +9'0"EL o — - - - - - - - - - - - - - - - - - +9'-0"EL _ 1STFLRPLHT 1ST FLRPLHT - — _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - � 1ST FLRPLHT� 8 4. +8'_0'"EL I r- - - - - - - - - - — WINDOW HD HT I � � T � WINDOW HD HT _ II I II I WINDOW HD HT,�_ 9 - +6, 8�„W I El I I I ( +6'-8"EL III III +6'-8"EL _ I I I I Dining I I II II II II o Dining II II II II Living Rm I I I I I I Exist,g I I o o �' Exist' II II II II Exist' o — - - - - - - - _L — J I I II Co NYS STATE LAW: ico I I II I UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL co II II II II PLANS OR SPECIFICATIONS DD-1 1ST SUB FLR 4 0 1ST SUB FLR _ 1ST SUB FLR _ BEARING A LICENSED ARCHITECT'S REF EL I 0'-0"REF EL EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC 0CS T '-0"REF EL ^ SEAL IS A VIOLATION OF PART B.O. F J — — — — — — — — — B.O. FJ EXIST'G(3)2x8 BEAM EXIST'G(3)2x8 BEAM B.O. FJ 69.5.6 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, EXIST'G COLUMN ---EXIST'G COLUMN RULES AND REGULATIONS OF THE STATE OF NEW YORK. Grade LevdI Grade Level Exist' ti Exist' 4 I ARCHITECT'S SEAL& SIGNATURE: I I I I I I I D ABC OIL BASEM/IENT SLAB BASEMENT SLAB BASEMENT SLAB L �5 c 03805, qQ� SECTION BB SECTION AA �°OrIN " SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" FC-1 _OILNEW ROOF HT S-0. yy "',«;.:, +17'-6"EL EXIST'G ROOF HT EXIST"G ROOF HT +16'-0"EL 12 12 *° +16'-0"EL 12 12 10� �10 8� Q8 �... EXIST'G 2x8 RR @16"OC � ?�Q �Q. I I EXTEND HEIGHT OF WALL FROM 8'-0" PLATE HEIGHT TO 9'-0"PL HT.REFER TO „may„ �.. Attic I ( C NOTES FOR SCOPE OF WORK ��� Attic ?�8 RRy Ei " , FC-6 FC-4 S-0. S-0.2 -- BOTTOM CHORD OF TRUSS BEYOND RR PL HT EXIST'G 2x8 CJ @16"OC (NOT A CEILING JOIST) +9'_0"EL 1k ST FLR PL HT JOHN C. GRAMLICH _ 1ST FLLR PL HT Q Q Q Q _ — — — — — _ 1 ST FLR PL H _ +8'-0"EL 2x12 PERGOLA JOISTS @16"OC EXIST'G 2x8 CJ 16"OC 1 ST FLR PL HT_�_ ARCHITECT If +8'-0"'EL r +8'-0" EL +8'-0"EL I WINDOW HD HT WINDOW HD HT O,WIND(OW HD HT I I I I I ( WINDOW HD HT,{,_ +6'-8"EL -Y +6'-8"'EL I I I I I I +6'-8"EL II +6'-8"EL 248 ROUTE 25A-SUITE#3066 I I I EXTEND HEIGHT OF WALL FROM 8'-0" 60 POST I EAST SETAUKET, NY 11733 PLATE HEIGHT TO 9'-0"PL HT. TEL (631)384-1752 Bedrm-1 Bath-1 I I I Dinin REMOVE PLYWOOD SHEATHING FROM o Pergola Deck Bedrm-1 Bedrm-2 o JCGRAMLICH@GMAIL.COM °D � Exist'g Exist' L� A L —Ex* —1 L —1 TOP 36"OF WALL. 00 C9 New I Exist' ExjSt'g ;o °O REMOVE DBL TOP PLATES. t°co ALL PERGOLA FRAMING ADD SISTERED FULL HEIGHT STUDS. cc Co INSTALL NEW DOUBLE TOP PLATES. CEDAR I CLIENT INFO: INSTALL NEW 48"FULL HEIGHT PLYWOOD ( HAYLEY FROM TOP OF NEW WALL DOWN _ I I DONALDSON _ 1ST SUB FLR _ 1ST StUB FLR 1ST SUB FLR 0 0 REF EL r I 1ST SUB FLR CS 0'-0"RtEF EL 0'-0"REF EL B.O. FJ 2x8 DJ @16"OC EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC 0'-0"REF EL 1059 3RD AVENUE -APT 26A B.O. FiJ EXIST'G 2x8 FJ @16"OC r E�EISG 2x8 FrF@46"OC — — — — B.O. FJ B.O. FJ NEW YORK, NY 10065 FC-8 DD-1 FC 8 DD-1 S-0. -4.0 I I I I Kitchen I Grade (Level I I EXIST'G INTERIOR EXIST'G INTERIOR 0 o ti FRAME WALL Kitchen FRAME WALL o Exist' I xi t' I ti Exist' ti PROJECT INFO: I I I I EXIST'G FOUNDATION EXIST'G FOUNDATION 710 EAST ROAD WALL&FOOTING WALL&FOOTING I I ( CUTCHOGUE NY 11935 O,BASEMAENT SLAB BASEMENT SLAB Jb BASEMENT SLAB co BASEMENT SLAB+ FND PIER MUST BEAR ATOP COMIPACTED FILL(CANNOT BEAR_j ATOP BACKFILL) PROJECT TITLE: 710 EAST ROAD J PROJECT DESCRIPTION: ALTERATIONS RECEIVED PHASE: SECTION DD SECTION CC OCT 2 1 20 CONSTRUCTION (CD) SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" �� CHECKED BY: INCEPTION DATE: ZONINP BOARD OF APPEALS JCG 12.01 .2024 [-r ,-.,NAL MAP DRAWN BY: CURRENT DATE: EVJ EW E D BY ZBA JCG 07.24.2025 79 777.CIS10 N# DRAWING TITLE: �ATEf.�� BUILDING SECTIONS SHEET NO: I FILE LOCATION: REVISIONS: B D B D NO. DATE DESCRIPTION T -3.0 -3.0 -3.0 2 — 3 — FC' 7'-4" _ P.Conc Pier °o�`� �° 4 fl _ 6�5���G° 2 2x8 RIM 2 2x _ 2 2PERG AJOIST �XIS�G 14"DP.CONJPIER.TOPOFPIER L(2____________ _ �_U=8RIM===----- 5 HDR SHALL BE 122"MIN ABOVE GRADE. 1 % - I BOTTOM OF PIER NMUST BE PLACED 36" 2x12 RGOLA JOIST I I MIN BELOW GRADEE ATOP COMPACTED I I I 6x6 POST w I FILL.NO FOONING REQUIRED(-IYP) 0 2x8 DECK JOISTS �el ( I I I J I UI, I I 1.o lol w0 wo wQ �=1[EXISVG X EXIST'G - li o N o EXISTIG 9 N 2x8 CJ p M " °°II lM " �,�° w) 0 2x8 FJ 2x8 J 00 o @16 OCCD I�r 4 I 5 Lu 016 OC H x ¢ _ C C e° o w N @16 OC Al C a EXIST'G I EXIST G 11 I e J ,1 C -3.0 � 2x8 RR 2x8 RR -3.0 -3.0 I`�=- _ N -3.0 I 015"OC 016"0C II `- X N ( I wlo I ;A pr ,iil I i i © NYS STATE LAW: a0000 ===�J1 vl� v s w w w U U r �_ ____�' c .0 co W UNAUTHORIZED ALTERATION OR 6x6 POST I of I To - Q+A i M `� °°o� °°o M °°o I -- ADDITION TO ARCHITECTURAL X @� Ua o��P 2x8 DECK JOISTS N '0 00, ill i� o5 @16"oC PLANS OR SPECIFICATIONS Q BEARING A LICENSED ARCHITECT'S x NIA N N 2 2x8 RIM SEAL IS A VIOLATION OF PART x� �L -- ----- ----=__ 69.5.E OF TITLE 8 OF THE — ----- ------ _ 1 "x1 LVL CONTINUS _ _ 2x8 LEDGER _ (2 1 "x7 "LVL HDR DO NOT SPLICE BEAM OVER POSTS - - ( OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS \ I I II I OF THE STATE OF NEW YORK. it STRUCTURAL \ I I 3-9" g BRACKET c� o it 2x8 kR 1 C 2x8 RR 16"OC I 2x8 _ I I I I u' ~ \ L YOV R I LAYOVER RI GE i I FZ ---- I J w I I I it I I I ARCHITECT'S SEAL&SIGNATURE: � �� U 2x8 DECK 00 �D 0 " W ¢ @ I I I I JOISTS x co Z) \ I � � _ _ J I `I `I ED A w N CD I ___— - I III @16"OC I ��P PC+ I N N N I I p w \ I / o II I S� J4 to to of 'll III III 0 0 I S1�RUCTURAL (2)2x8 HDR wl II II w I w \ I / w BRASIDE)(EA (3)SIDES °N"°j Lu LU ILL! V4/ ZLu > _ _ _ _ _ _ j2 11 d x11g LVL RIDGE _ _ N 1 Ico N — �,� —�1( N t III III t c� -r- ~= "' � 14'-6" I I I EXIST G EXIST'G EXIST G Q3845� Q` 14'-6" I I '9� TRUSS ON CENTER SPACII � T USS ON CENTER SPACING ,- 2x8 FJ I I 2x8 FJ 2x8 FJ N a 0- R\ a II I 016"OC I 016"OC III @1111 �Of NEW D I I �3 � \ ' A-3.0 lIl II I O q o o o i p 2x8 DECK -3.0 p I �I �lll = I JOISTS I CN cli 2x8 R 16"OC 2x8 RR 16"OC L YOVER LAYOVER Ill III I I I I I I I 1 (2)1j"x7+"LVL HDR EXIST" EXIST' -Hi �=�� HDR BRACKET l I wl I 2x8 LEDGER v v l l wo `coo wo c0o I °O CNV " °o O co 11N �. L�_ cam _ - N -(2)2xBREM=- ------------------- 9. -(2)Zx$RIM ---_� o +r. ofran LY 1 I IOfII H i`XL L X--- � =====x--= J� -- -- JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 B D B D EAST SETAUKET, NY 11733 -3.0 -3.0 TEL (631)384-1752 JCGRAMLICH@GMAIL.COM qp�ol CLIENT INFO: 1ST FLR FRAMING PLAN BASEMENT FRAMING PLAN RECEIVED HAYLEY HAYLEYDONALDSON SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" N OCT 21 2025 1059 3RD AVENUE-APT 26A NEW YORK, NY 10065 ZONING BOARD OF APPEALS PROJECT INFO: 710 EAST ROAD CUTCHOGUE NY 11935 STEEL COLUMNS FRAMING NOTES ANCHOR BOLTS ENGINEERED DESIGN ASCE 7-16 •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATINNG 1. ALL DEL.HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS PROVIDE 1/2"DIA ANCHOR BOLTS,7"MIN EMBED @6'-0"OC.MINIMUM& WHERE STRUCTURAL CONDITIONS EXIST OUTSIDE OF THE SHALL BE AS NOTED NOT MORE THAN 12"FROM ENDS&INTERSECTIONS OF PLATES. PARAMETERS OF THE PRESCRIPTIVE METHODS OF THE NYS •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALLL NOTED OTHERWISE. PROVIDE(2)A.B.'S MIN. PER WALL PROVIDE A NUT&WASHER BUILDING CODE,THE ARCHITECT HAS IMPLEMENTED A SPECIFIC PROJECT TITLE: CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy =46 2 ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED TIGHTENED ON TO EACH PLATE. (IBC 2308.3.1) ENGINEERED DESIGN CONDITION IN ACCORDANCE WITH ASCE 7-16 710 EAST ROAD SKI) OTHERWISE. •DO NOT USE ADJUSTABLE COLUMNS PROJECT DESCRIPTION: •DO NOT USE 3"DIA COLUMNS 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED TUBE COLUMN PIPE COLIUMN OTHERWISE. FOOTING & SOIL CONDITIONS LOAD PATH ALTERATIONS WOOD POSTS PHASE: 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. ALL NEW FOOTINGS, PIERS, ETC. MUST BEAR ATOP"VIRGIN SOIL"OR PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTrUP COMPACTED FILL-RESULTING IN III BEARING LOAD-SEE CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL CONSTRUCTION (CD) 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. GENERAL NOTES&LOAD CHARTS. IT IS RECOMMENDED A SOIL DISCREPANCIES TO THE ARCHITECT. POSTS) IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH BORING BE TAKEN TO DETERMINE SOIL CONDITIONS PRIOR TO CHECKED BY: INCEPTION DATE: OTHERWISE. SIDE. COMMENCING FOUNDATION WORK. JCG 12.01 .2024 •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE: BEAM IT IS SUPPORTING. ED 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS oFA ..,f, C��/ -y ® SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. I Y a ® T L DRAWN BY: CURRENT DATE: WOOD POST- 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY DEC S I O N# D JCG 07.24.2025 CODE. DOWEL NOTES ��4TEC�' �> >� � `��`' --�� DRAWING TITLE: 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS REQUIRE BY CODE. 1. FASTEN NEW P.CONC FOUNDATION WALL&FOOTINGS TO EXIST'G NAILING & FRAMING CONNECTORS FRAMING PLANS WALL&FOOTING USING REBAR DOWELS. 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE 2. DOWELS SHALL BE INSTALLED FOOTING TO FOOTING WITH A "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE MINIMUM OF(2)#4 REBARS ALONG THE CENTER OF THE FOOTING CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. FACES. FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR REPORT ALL DISCREPANCIES TO THE ARCHITECT. 3. DOWELS SHALL BE INSTALLED CENTERED IN THE WIDTH OF THE PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE SHEET NO: FOUNDATION WALL @12"OC VERTICALLY. "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS 4. DOWELS SHALL BE DRILLED INTO THE III FOOTING&WALL 4" NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. MIN.&SET IN EPDXY. DOWELS SHALL EXTEND INTO THE NEW WALL LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT &FOOTING 12"MIN. WITH ANY ISSUES OR QUESTIONS I - -- - 1 GENERAL NOTES & SPECIFICATIONS FILE LOCATION: w 01 GENERAL NOTES 02 EXISTING CONDITIONS 06 WOODS & PLASTICS 09 FINISHES MATERIAL STANDARDS GENERAL 1. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING 1. ALL FRAMING LUMBER AND DETAILS OF WOOD)CONSTRUCTION SHALL CONFORM TO 1. METAL TRIM,ACCESSORIES, INCLUDING CORNER BEADS,CASING BEADS,AND EDGE 1. ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, PREFABRICATED WOOD REVISIONS: CONDITIONS AT THE SITE. THE NATIONAL DESIGN SPECIFICATIONS FOR;STRESS-GRADE LUMBER AND STEEL TRIM, SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED ON DRAWINGS. I-JOISTS, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED WOOD NO. DATE DESCRIPTION 1. ALL WORK SHALL CONFORM/)TO ALL NATIONAL,STATE,AND LOCAL CODES AND AUTHORITIES FASTENINGS INCLUDING SUPPLEMENT NO.1. FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING, TRUSSES,GYPSUM,HARDBOARD,AND STRUCTURAL PANELS, SHALL HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 2 BOTH CONTRACTOR NTR CTOR SH DAMAGE AND/OR ADJACENT OR AFFECTS AREAS TO REMAIN FROM 2 ALL LUMBER SHALL BE GRADE AS STATED,MARKED AT MILL AND SHALL BE SHALL BE CADIUM PLATED OR EQUAL RUST PROOF TREATED. CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED _ 1.1. BUILDING CODE OF MEEW YORK HEREIN. Al 1.2. ENERGY CONSERVA-XION CONSTRUCTION CODE OF NEW YORK SURFACE DRY. 2. TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR 2. ALL LUMBER WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1.3. FIRE CODE OF NEW)YORK STATE 03 CONCRETE ATTACHMENT TO METAL FURRING CHANNELS. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED BY 2 - 1.4. FUEL GAS CODE OF INEW YORK STATE 3. ALL LUMBER SHALL BE DOUGLAS FIR LARCH(I'NORTH)#2 OR BETTER THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH 1.5. MECHANICAL CODE(OF NEW YORK STATE (Fb=850 PSI), UNLESS OTHERWISE NOTED. 3. PROVIDE ALL MATERIAL AND LABOR FOR ALL INTERIOR AND EXTERIOR PAINTING, PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE AMERICAN 3 - 1.6. PLUMBING CODE OF'NEW YORK STATE 1. ALL CONCRETE TO BE 1:2:3 MIX(MAX. RATIO 66%CU. FT.WATER/CU. FT.CEMENT),3000 LB. VARNISHING,STAINING,SHELLACKING AND OILING, ETC.,OF WOODWORK. PREPARE LUMBER STANDARDS COMMITTEE OR EQUIVALENT.THE GRADEMARK SHALL 1.7. PROPERTY MAINTEMANCE CODE OF NEW YORK STATE CONCRETE MIN. @ 28 DAY COMPRESSIVE STRESS(UNLESS INDICATED OTHERWISE ON PLANS). 4. SILLS TO BE PRESSURE TREATED AND FLASHED WITH A TERMITE SHIELD. PROVIDE ALL SURFACES;CLEAN,CAULK,SANDPAPER, ETC., PRIOR TO PAINTING. PROVIDE INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING 1.8. RESIDENTIAL CODE(OF NEW YORK STATE PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SILL SEAUINSULATION. PROTECTION(DROP CLOTHS, PLASTIC SHEETS)AND CLEAN ALL SPOTS CAUSED BY AGENCY WHICH COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF '4 _ 1.9. COUNTY DEPARTMENT OF HEALTH SERVICES CODE SLABS TO HAVE A MIN.SPECIFIED COMPRESSIVE STRENGTH OF 3,500 PSI(SEE TABLE R402.2) THE WORK.COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT&OWNER. COMMERCE PS20-99. 1.10. LOCAL ZONING&BUILDING CODE 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, CONTRACTOR TO SUPPLY SAMPLES FOR APPROVAL. 5 - 2. CONCRETE TO BE READY MIXED,AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES ROOFS,AND WALLS-UNLESS OTHERWISE NOTED/ 3. GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTO A 1 2. THE CONSTRUCTION DRAWIINGS GENERALLY INDICATE THE SCOPE AND QUALITY OF THE FAHRENHEIT. 4. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACKAGING AND MIXED 90.1 STRUCTURAL GLUED LAMINATED TIMBERS. m - WORK, BUT ARE NOT PRESENTED AS BEING ABSOLUTE,ALL INCLUSIVE,OR FREE FROM 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, U.O.N. ON-SITE. BACK PAINT ALL EXTERIOR WOOD TRIM. ERRORS OR OMISSIONS. AINY AND ALL WORK AND ANY AND ALL MATERIALS NOT SPECIFICALLY 3. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. 4. ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE 7 - LISTED IN THE CONSTRUCTfION DOCUMENTS THAT ARE REQUIRED OR CAN REASONABLY OR 7. ALL BEAMS,GIRDERS, ETC.TO HAVE MIN.OF 3-1/2"BEARING/ 5. EXTERIOR WOODWORK TO BE PRIMED COMPLETELY, PRIOR TO INSTALLATION. NO PROVISIONS OF ASTM D5055 STANDARD SPECIFICATION FOR ESTABLISHING 4. ALL CONCRETE SHALL CONFORM TO ACI 301-96.ALL REINFORCEMENT OTHER THAN MESH EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS BELOW 50 DEGREES AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED NORMALLY BE INTERPRETED OR INFERRED,THEREFORE,SHALL BE FURNISHED AND INSTALLED SHALL BE DEFORMED TYPE INTERMEDIATE GRADE BILLET.WELDED WIRE FABRIC SHALL 8. MIN. HEADER TO BE 2 2"x10"UNLESS OTHERWVISE NOTED. FAHENHEIT,UNLESS PRIOR APPROVAL IS GRANTED. WOOD I-JOISTS,THIS DOCUMENT,THE GOVERNING BUILDING CODE AND ANY BY THE CONTRACTOR AS PART OF THE PROJECT SCOPE. ( ) CONFORM TO ASTM A-185.TEMPERATURE REINFORCEMENTS,SPLICES,SUPPORTS FOR ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 3. DRAWINGS ARE THE PROPERTY OF JOHN C. GRAMLICH,ARCHITECT AND SHALL NOT BE REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI-318, 1999 CONTINUOUS 9. ALL WOOD IN CONTACT WITH GROUND,CONCCRETE,OR MASONRY TO BE PRESSURE 6. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN PAINTED. EVALUATION REPORT. 9 _ REPRODUCED WITH OUT THE PERMISSION OF JOHN C.GRAMLICH,ARCHITECT. REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED TREATED. AT NON-CONTINUOUS ENDS. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH 7. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. 5. SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER 3:1 - 315-74. PROVIDE TWO#6 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS 10. AT"WET WALL"PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. SHALL MEET THE PROVISIONS OF ASTM D5456 STANDARD SPECIFICATION FOR 4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. OTHERWISE NOTED. EXTEND BARS 2'-0"BEYOND OPENINGS, HOOK ENDS. GENERALLY, SEPARATE DOUBLE JOIST THE THHICKNESS OF WALL ABOVE. SUB 8. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, FLOOR SHALL NEVER EXCEED A 16"SPAN. METHOD. THIS DOCUMEN,THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL 5. CONTINUOUS CONCRETE FOOTINGS ARE REQUIRED UNDER ALL FOUNDATION WALLS UNLESS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION NYS STATE LAW: OWNER NOTED OTHERWISE. 11. CONTRACTOR TO VERIFY THAT BEAMS,JOISTS AND HEADERS,ARE APPLIED 9. ALL GYPSUM BOARD SHALL BE 1/2"ON WALLS AND CEILING, UNLESS OTHERWISE REPORT. "CROWN UP". NOTED.WATER RESISTANT(W.R.)AT BATHROOMS AND WHERE DEEMED 5. THE OWNER IS RESPONSIBILE TO HIRE A GENERAL CONTRACTOR EXPERIENCED IN THE 6. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL.SOIL TO HAVE MIN. BEARING APPLICABLE. 6. ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE UNAUTHORIZED ALTERATION OR SUPERVISORY WORK REQUIRED TO COMPLETE THIS PROJECT. DAY TO DAY PROFESSIONAL CAPACITY OF(1.5)TON/SQ. FT. 12. NO JOIST SHALL BE CUT OR NOTCHED WITH OWT PRIOR APPROVAL. PROVISIONS OF THIS DOCUMENT,THE GOVERNING BUILDING CODE,AND ANY ADDITION TO ARCHITECTURAL SUPERVISION IS REQUIRED)FOR THE COMPLETION OF THIS PROJECT. IF ERROR OR OMISSIONS 10. 5/8",ONE HOUR RATED,TYPE'X'GYPSUM BOARD ON CEILING AND WALLS(WHERE ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI I NATIONAL PLANS OR SPECIFICATIONS OCCUR DUE TO THE ABSENICE OF QUALIFIED DIRECT SUPERVISION THEN THE OWNER SHALL BE 7. ELEVATION OF FOOTING BOTTOMS BELOW GRADE SHALL NOT BE LESS THAN REQUIRED BY THE 13. FIRESTOP ALL CONCEALED SPACES TO CODE APPLICABLE)AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET IN EACH DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS BEARING A LICENSED ARCHITECT'S RESPONSIBLE FOR ALL CORRECTIONS. LOCAL JURISDICTION AND AS STATED WITHIN THE CLIMATIC DESIGN CHART. SOIL SHALL BE DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONSTRUCTION,THE TRUSS DESIGN DRAWINGS,OR THE MANUFACTURER'S SEAL IS A VIOLATION OF PART WELL DRAINED, PUMP AS REQUIRED. FOOTINGS TO REST A MIN.OF T-0"BELOW GRADE, UNLESS 14. RAFTER HEEL CUTS SHALL NOT EXCEED 4". VIVHERE JOISTS ARE NOTCHED TO CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF CODE EVALUATION REPORT. 69.5.E OF TITLE 8 OF THE 6. ANY AND ALL CHANGES TO�WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR OTHERWISE NOTED. HEADERS SO AS TO REDUCE BEAM DEPTH, USE BRIDAL IRONS OR METAL 5/8"THICKNESS MINIMUM. OFFICIAL COMPILATION, CODES, APPROVAL, PRIOR TO COMIMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE CONNECTORS. 7. GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE RULES AND REGULATIONS TO BE FURNISHED TO OWNIER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH 8. STEPPED FOOTINGS SHALL MAINTAIN A MAXIMUM SLOPE OF ONE VERTICAL TO TWO 11. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS,AND EDGES SHALL BE TAPED PROVISIONS OF ASTM C36 6 SPECIFICATION FOR GYPSUM WALLBOARD,ASTM THE GENERAL CONTRACT. HORIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS, INCLUDING BOTTOM OF EXISTING 15. ALL JOISTS SHALL HAVE 1"x4"WOOD CROSS B31RIDGING OR SOLID BLOCKING SPACED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY C37 SPECIFICATION FOR GYPSUM LATH, OR C7ASTM 9 SPECIFICATION FOR OF THE STATE OF NEW YORK. FOOTINGS.UNEQUAL BEARING IS NOT PERMITTED. @ 8'-0"O.C. MAXIMUM. BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. GYPSUM SHEATHING BOARD. 7. THE OWNER SHALL BE RES6PONSIBLE FOR PURCHASING AND MAINTAINING HIS OWN LIABILITY INSURANCE AND,AT HIS OPTION, MAY MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM 9. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN 4'-0"FROM ANY PIER 16. PROVIDE BLOCKING FOR ALL FIXTURES,EQUIFPMENT,CABINETS, COUNTERS, ETC. 12. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL 8. HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE ARCHITECT' I AGAINST CLAIMS WHICH MAY ARISE FROM OPERATION UNDER THE CONTRACT. AND A MAXIMUM OF 50'-0"APART. REINFORCEMENT SHALL BE CONTINUOUS THROUGH OPENINGS. PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF ANSI/AHA AL35.6 S SEAL L& SIGNATURE: CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. 17. ROOF SHEATHING-1/2"CDX, MAXIMUM SPAN 116"O.C. USE SOLID SHEATHING AT HARDBOARD SIDING. 8. SOIL BEARING CAPACITY SHHALL BE DETERMINED BY WAY OF A TEST HOLE ANALYSIS ALL EAVES AND VALLEYS. 13. FASTEN GYPSUM BOARD IN ACCORDANCE WITH NYS CODE. PERFORMED BY A LICENSED SOIL ENGINEER IN ORDER TO DETERMINE THE TYPE&BEARING 9. PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS ED AAC,S! CAPACITY OF THE SOIL. REEFER TO"DESIGN CRITERIA"FOR ASSUMED BEARING CAPACITY 10. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD(MAXIMUM WIDTH 20,X 18. SUB FLOOR TO BE 3/4"THICK T&G C-D INT-APA%WITH EXTERIOR GLUE. MAXIMUM 21 FIRE SUPPRESSION OF U.S.DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I(PS \5 c aRq,y, .4 WHEN NO SOIL BORING TEST HAS BEEN PROVIDED. INFINITE LENGTH). WITH CONTROL JOINTS(SAW CUT)MAXIMUM 20'-0"O.C.). SPAN 24"O.C. FASTEN WITH CONSTRUCTION ADHESIVE AND WOOD SCREWS. 1)CONSTRUCTION AND INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF 14�011 � fn 1. SPRINKLER SYSTEM IS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH NYS 2020 COMMERCE VOLUNTARY PRODUCT STANDARD 2(PS2)PERFORE STANDARD Q CONTRACTOR 11. CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF 19. WALL SHEATHING TO BE 1/2"THICK CDX INT-AIPA WITH MAX. SPAN 24"O.C. UNLESS FOR WOOD-BASED STRUCTURAL-USE PANELS,APPLICABLE CODE """ "� k PLACEMENT. OTHERWISE NOTED ON DRAWINGS. CODE&NFPA CODE. * r.. , � r"�� EVALUATION REPORTS. ) . , . 9. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING 2. SYSTEM MUST BE DESIGNED BY A QUALIFIED ENGINEER. CONDITIONS AT THE SITE. 12. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES. 07 THERMAL & MOISTURE PROTECTION10. ORIENTED-STRAND BOARD(OSB),WAFERBOARD ORIENTED-STRAND BOARD S _�_ OPENINGS SHALL BE PLACED SO THAT STRENGTH OF STRUCTURAL MEMBERS IS NOT OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS 0 7 Q` 3. SYSTEM DESIGN MUST BE PRESENTED IN THE FORM OF DRAWINGS& qT 3$05 10. THE GENERAL CONTRACTOR IS EXPECTED TO BEAN EXPERT IN HIS FIELD AND SHALL VERIFY AFFECTED. 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS SPECIFICATION TO THE BUILDING DEPARTMENT&THE FIRE MARSHALL FOR OF U.S. DEPARTMENT OF CORNMERCE VOLUNTARY PRODUCT STANDARD 2 F OF N i ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO(COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE 04 MASONRY MANUFACTURER SUGGESTS. APPROVAL. (PS2)PERFORM ANCEVOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS OR APPLICABLE CODE EVALUATION REPORTS. RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR 2. A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE 4. ALL ITEMS SHALL BE COORDINATED WITH THE ARCHITECT&MEP ENGINEER. HIDDEN JOB CONDITIONS. 1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM AND PAYMENT. 11. PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO STANDARD C-90 GRADE N UNITS. 5. PROVIDE DRAWINGS TO THE ARCHITECT PRIOR TO SUBMISSION TO THE TOWN OR ANSI A208.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S FLASHING TO BE ALUMINUM,COPPER OR, LEAD COATED COPPER, 16 GUAGE TO BE FIRE MARSHALL CODE EVALUATION REPORT. 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER, UPON SUBSTANTIAL COMPLETION OF THE 2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALL ABOVE AND BELOW 3. LAPPED AND SOLDERED ACCORDING TO BEST)PRACTICES. - WORK,A WRITTEN GUARAMTEE TO COVER A PERIOD OF TWO YEARS FROM THE DATE OF GRADE. 12. FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE t` •� 22 & 23 PLUMBING & MECHANICAL SUBSTANTIAL COMPLETION)AND ACCEPTANCE BY THE OWNER. PROVISIONS OFANSI/AHA A194.1 CELLULOSIC FIBERBOARD OR ASTM C208 '`�, 11 3. ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED SOLID WITH CONCRETE. 4. GUTTERS AND LEADERS TO BE SEAMLESS ALIUMINIUM,COLOR PER SPECIFICATIONS. STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATING BOARD. � 12. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL PITCH TO LEADERS.CONNECT TO SITE DRAINJAGE AS DETAILED. PLUMBING MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE RESPONSIBLE FOR THE 4. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'-0"O.C. MAXIMUM USING 13. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 5. COLOR SAMPLES OF SIDING AND TRIM SHALL BE SUBMITTED TO OWNER FOR STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. c;CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR PREPa10ULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ON DRAWINGS.ALL 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE CONSIDERATION AND DIRECTION. BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE APPROVAL. AND FAUCET LOCATIONS AS PER PLANS AND CODES. PROVIDE PROPER VENTING,TO DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I(PS-1), THE a 'a: TRUSS TYPE(9)GAUGE)AND PLACED 1'-4"O.C.VERTICALLY,WIDTH AS RECOMMENDED BY CODE. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS SET 13. ALL BUILDING LINES, ELEVATIONS AND GRADES SHALL BE SET BY A LICENSED LAND MANUFACTURER. 6. INDIBATCATED INSULATION W BE KRAFT,OR FOIL TYPE FIBERGLASS BLANKETS OR AS FINISH. FORTH IN APPLICABLE CODE EVALUATION REPORTS. ,;. SURVEYOR. INDICATED ON DRAWINGS. SPRAY FOAM TYPE INSULATION SHALL BE AS INIDICATED. 11. � d" 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT, NO ALL INSULATION SHALL BE CUT TO FIT SNUGL'.Y BUT WITHOUT COMPACTION BETWEEN MECHANICAL 14. ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS 14. THE CONTRACTOR SHALL t`VOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OF CINDER BLOCK PERMITTED. BLOCK TO BE CLEAN AND PLUMB. THERE SHALL BE NO 7. SPECIFIED IN M2.2.1 THROUGH M 2.2.7. jel EQUIPMENT AND SHALL ROUTINELY KEEP THE PREMISES AND SURRROUNDING AREA FREE EARS ON ALL ['') � DIMENSIONAL VARIATION IN EXCESS OF 1/4".USE TYPE M CEMENT MORTAR,ALL MEASURED ALL EXTERIOR FRAMING MEMBERS AS INDICAITED ON DRAWINGS AND SHALL BE 2. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YN.f ;.,Ift FROM ACCUMULATION OF WVASTE MATERIALS OR RUBBISH. AT THE END OF EACH DAYS WORK BY VOLUME PER ASTM C270-73. TACKED SECURELY IN PLACE, IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE PARTS AND LABOR,AND FOR FIVE YEAR ON COMPRESSOR. 15. BOLTS SHALL COMPLY WITH ANSIlASME B 18.2.1 SQUARE AND HEX BOLTS AND HE SHALL LEAVE THE SITE IIN AS ORDERLY A CONDITION AS POSSIBLE. MANUFACTURER. ALL TEARS AND PENETRATIIONS TO THE VAPOR BARRIER SHALL BE SCREWS(INCH SERIES). 6. ALL NECESSARY WIRING,ANCHORING DEVICES, INSERTS AND ITEMS RELATED TO OTHER CAREFULLY PATCHED AND SEALED PRIOR TO,INSTALLATION OF FINISHHED 3. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS, MANUFACTURERS PRINTED - - - 15. THE CONTRACTOR SHALL PROTECT ALL ADJACENT OR AFFECTED AREAS TO REMAIN FROM TRADES,ATTACHING TO CONCRETE, SHALL BE INSTALLED BY MASON CONTRACTOR. SURFACES. LITERATURE, CUTS, BROCHURES, CATALOGUES AND PERFORMANCE TABLES TO BE 16. LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ASME B18.2.1 SQUARE BOTH CONSTRUCTION DAM1AGE AND/OR WEATHER PENETRATION. SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PROIR TO JOB START. AND HEX BOLTS AND SCREWS(INCH SERIES). JOHN C. GRAMLICH 7. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO DUR-O-WALL OR 8. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF UNLESS OTHERWISE DIRECTED. ARCHITECT SILL AND CORNERS. 16. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTABLE EQUAL,TO HAVE NO.9 SIDE BAR X NO.9 CROSS BARS. REINFORCEMENT SHALL BE OF INSULATION AT PLATE LINES, 17. TRUSS METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF AND RECOMMENDED PRACTICE OF THE TRADE. WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS'REQUIRED, 4. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. ANSI/TPI 1 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED 9. ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES SHALL BE 248 ROUTE 25A-SUITE#3066 NO LESS THAN 5/8"MORTAR COVER OVER THE SIDE RODS, HEAVIER GAUGE WOOD TRUSS CONSTRUCTION,THE GOVERNING BUILDING CODE,AND ANY INSTALLED WITH AN AIR SPACE CLEARANCE OF 3 INCH MINIMUM,OR AS PER THE 5. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE EAST SETAUKET, NY 11733 17. CONTRACTOR IS RESPONSIIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. ADDITIONAL REQUIREMENTS AS FORTH IN THE MANUFACTURER'S CODE ALLOWANCES AS SPECIFIED BY THE LIGHTING FIXTURE MANUFACTURER BASED UPON WEATHERTIGHT. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALANT. EVALUATION REPORTS. 18. THE CONTRACTOR SHALL E BE LICENSED&INSURED IN ACCORDANCE WITH ALL LOCAL&STATE 8. IF CONCRETE BLOCK FOUNDATIONS ARE USED,CONCRETE BLOCK SHALL BE ASTM-145 U.L.RATINGS AND APPROVALS,WHICHEVER IS3 STRICTER. TEL(631)384-1752 AGENCIES HAVING JURISD14CTION&AS RELEVANT TO THE ACTS OR WORK PERFORMED. WITH FULL MORTAR BEDS AND HORIZONTAL STEEL REINFORCEMENT EVERY SECOND 10. CAULK EXTERIOR JOINTS.OPENINGS AT PENETRATIONS OF UTILITY SERVICES, ETC., 6. HEATING TO BE DESIGNED TO PROVIDE 70°F WITH OUTDOOR DESIGNED AIR 18. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE JCGRAMLICH@GMAIL.COM COURSE. FILL CORES SOLID AT CORNERS. FILL UPPER 2 BLOCK COURSES SOLID FOR SHALL BE CAULKED,GASKETED, WEATHER-STTRIPPED,ALL OTHERWISE SEALED. TEMPERATURE OF 0°F AND A 15 MPH WIND. ARE SPECIFIED,MINIMUM ASTM A653,STRUCTURAL QUALITY,GRADE 33 STEEL 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF ALL ANCHOR BOLTS. SHALL BE USED.OTHER METAL CONNECTORS SHALL MEET THE HIS EMPLOYEES,SUBCONTRACTORS,THEIR AGENTS AND EMPLOYEES,AND OTHERS 7. AIR CONDITIONING SYSTEM TO BE SELF CONTAINED AND DESIGNED AS FOLLOWS: REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL CLIENT INFO: PERFORMING PORTIONS OIF THE WORK UNDER CONTRACT TO THE CONTRACTOR. 05 METALS 08 DOORS & WINDOWS 7.1. OUTDOOR DESIGN TEMPERATURES SHALL BE BASED ON THE CURRENT REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION A.S.H.R.A.E.TEMPERATURES AT 2-1/2%FREQUENCY. REPORTS. HAYLEY 20. THE CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT 1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 1. CONTRACTOR TO SUBMIT WRITTEN(1) AR WARRANTY TO REPAIR/REPLACE 7.2. INDOOR DESIGN SHALL BE BASED 78'D.B.AND 50%R.H. FOR SUMMER AND 73' DONALDSON INCORPORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT ALL SPECIFICATIONS AND RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL DEFECTIVE MATERIALS WORKMANSHHIP.IP. W VIVARRANTY PERIOD TO BEGIN AFTER FOR WINTER. 19. NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR WORK WILL BE OF GOOD Q CONSTRUCTION i . QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE DATE OF FINAL ACCEPTANCE OF ALL WORK. DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. 1059 3RD AVENUE-APT 26A YEAR AFTER COMPLETION. 2. ALL DOORS TO BE HUNG WITHING 48 HOURS(AFTER DELIVERY. DOORS THAT HAVE 26 ELECTRICAL NEW YORK, NY 10065 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST TO OWNER. 20. PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE 21. THE CONTRACTOR SHALL SUPERVISE THE WORK USING HIS BEST SKILLS AND ATTENTION. THE 1. THE ELECTRICIAN IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL MAKE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS,TECHNIQUES, 2.1. ALL HOT ROLLED SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASST. 3. ALL GLAZING SHALL COMPLY WITH SECTION R308 OF INTERNATIONAL CODE PROVISIONS FOR ALL ELECTRICAL WORK INCLUDING: SWITCHING, POWER FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK WITH A572 GRADE 50 OR ASST. 36. ALL PROPOSED HOT ROLLED SHAPE FRAMING REQUIREMENTS, SERVICE REQUIREMENTS, HEATING VENTILATING AND AIR OTHER TRADES. CONDITIONING WIRING, ETC., SO AS TO MAKE THE PREMISES OPERATIONAL FOR 21. SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 WOODSCREWS(INCH MEMBERS SHALL CONFORM TO A572 UNLESS SPECIFICALLY NOTED ON THE 4. ALL GLAZING SHALL BE IDENTIFIED AS PER SECTION R308 OF 2020 RCNYS PLAN THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. THE OWNER AND MEET ALL PROVISIONS OF ALL PREVAILING ELECTRICAL CODES SERIES). PROJECT INFO: 22. UNLESS OTHERWISE SPECIIFICALLY NOTED,THE CONTRACTOR SHALL PROVIDE AND PAY FOR 2.2. ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE REQUIREMENTS OF 5. ALL GLASS TO BE A MIN.OF INSULATED LOW-IE, DOUBLE PANE GLASS, UNLESS AND THE REQUIREMENTS OF THE NEW YORK STATE BOARD OF FIRE ALL LABOR,MATERIALS, EC1lUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY, ASST.A36. OTHERWISE SPECIFIED. UNDERWRITERS. A N.Y.S.B.F.U. CERTIFICATE IS TO BE PRESENTED TO THE MATERIAL HANDLING & STORAGE 710 EAST ROAD OWNER AT THE COMPLETION OF THE JOB. CUTCHOGUE NY 11935 TRANSPORTATION,AND OTFHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER 2.3. ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL CONFORM TO 6. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER EXECUTION AND COMPLETHON OF THE WORK. THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 SKI). 2. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. 1. ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH CLEARANCES ARE PROVIDED. WATER-RESISTANT TARPS.ALL TARPS SHALL BE SECURED TO GROUND OR 23. HE CONTRACTOR SHALL ATT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG 3. ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN ACCORDANCE WITH STRUCTURE TO PREVENT WIND UPLIFT. HIS EMPLOYEES,AND SHALL NOT EMPLOY ON THE WORK AN UNFIT PERSON OR ANYONE NOT 7. GLAZING IN ALL DOORS&SKYLIGHTS SHALL E8E TEMPERED GLASS 3. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. DISC STANDARDS AND TO SATISFY THE BEAMS END REACTIONS. THE CONTRACTOR SKILLED IN THE TASK ASSIGNED TO HIM. SHALL SUBMIT CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. THE 8. GLAZING IN WINDOWS THAT ARE 18"OR LESS'OF FINISHED FLOOR,AND HAVE AN 4. ALL ELECTRICAL WIRING,FIXTURES,OUTLETS,SWITCHES,AND EQUIPMENT TO BE 2. ALL MATERIALS SHALL BE STOCK-PILED NEATLY&IN AN ORGANIZED MANNER. CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW INDIVIDUAL PANE OF GLASS 9 SF OR LARGER„AND HAVE THE TOP EDGE OF GLASS PROPERLY GROUNDED. LOSS OF MATERIALS DUE TO LACK OF ORGANIZATION WILL BE THE PROJECT TITLE: 24. ANY AND ALL CHANGES TO I WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR CONTRACTORS SOLE RESPONSIBILITY&COST. YORK STATE AND SHALL BEAR HIS SIGNATURE AND PROFESSIONAL SEAL. THE 36"OR MORE ABOVE THE FINISHED FLOOR,AND ARE ADJACENT A WALKING 71 O EAST ROAD APPROVAL, PRIOR TO COMWENCEMENT.ALL PRICING INCLUDING CREDITS, OR ADDITIONS ARE CALCULATIONS SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS. SURFACE SHALL BE TEMPERED GLASS, UNLESS OTHERWISE NOTED. 5. SUBMIT LAYOUT DRAWINGS, MANUFACTURERS LITERATURE,CUTS AND SPECS. TO BE:FURNISHED TO OWNIER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH FOR ACCEPTANCE AND APPROVALS BEFORE START OF WORK. 31 & 33 SITE WORK PROJECT DESCRIPTION: THE GENERAL CONTRACT. 9. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 4. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A325 AND SHALL BE 3/4 DIA. 6. COORDINATE LAYOUT DRAWINGS WITH HVAC, PLUMBING, ETC.AND PROVIDE 1. CONTRACTOR SHALL CLEAR&GRUB THE ENTIRE AREA AS REQUIRED TO FACILITATE ALTERATIONS 25. THE CONTRACTOR SHALL PAY ALL SALES,CONSUMER, USE AND OTHER SIMILAR TAXES TYPE'F'(SLIP CRITICAL)UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. MANUFACTURER'S SPECIFICATIONS. PROPER WIRING AND ELECTRICAL OPERATIONS FOR ALL EQUIPMENT. THE CONSTRUCTION PROCESS. REMOVE ALL BRANCHES,STUMPS, ROOTS, ETC.& REQUIRED BY LAW AND SHALL SECURE ALL PERMITS, FEES AND LICENSES NECESSARY FOR 10. ALL WINDOWS TO BE CAULKED AND SEALED AS PER 2020 ENERGY CONSERVATION DISPOSE OF OFF SITE. PHASE: THE EXECUTION OF THE WORK. 5. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF 7. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO CODE OF NEW YORK STATE. CONSTRUCTION (CD) THE AMERICAN WELDING SOCIETY(A.W.S.)"STRUCTURAL WELDING CODE AS THE INTERNATIONAL CODE SECTIONS FOR ELECTRICAL. 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUB-SURFACE UTILITIES 26. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE'S AS WILL PROTECT HIM APPLICABLE WITH REGARD TO WORK CONFORMING TO THE AISC. 11. PROVIDE FLASHING PANS UNDER ALL SLIDING3 GLASS DOORS,WINDOWS,OR ANY &TAKE PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. HAND DIG/EXCAVATE FROM CLAIMS UNDER WORIKMEN'S CONDENSATION ACTS AND OTHER EMPLOYEE BENEFIT OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"'OF AN EXTERIOR SURFACE. 8. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON AS READ.NOTIFY PROPER AUTHORITIES, INSPECTORS,AS REQUIRED BY LOCAL& CHECKED BY: INCEPTION DATE: ACTS, FROM CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURY, INCLUDING DEATH,AND 6. STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH E70XX ELECTRODES. COMPLETION OF WORK. STATE CODE. FROM CLAIMS FOR DAMAGES TO PROPERTY WHICH MAY ARISE OUT OF OR RESULT FROM THE WELDERS MUST HAVE CURRENT NEW YORK STATE CERTIFICATION. 12. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL JCG 12.01.2024 CONTRACTOR'S OPERATIOINS UNDER THIS CONTRACT,WHETHER SUCH OPERATIONS BE BY 9. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WITH CHAPTERS 34-43 AND 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED 12"IN DEPTH. HIMSELF OR BY ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SCREENS AND HARDWARE NECESSARY FOR FPROPER FUNCTION OF SUCH UNITS. COMPACTION SHALL BE AT A MINIMUM OF 95%OF THE MODIFIED PROCTOR DENSITY 7. STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED WITH ONE SHOP COAT LOCAL BUILDING DEPARTMENT. DRAWN BY: CURRENT DATE: ANY OF THEM. THIS INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF AND AT OPTIMUM MOISTURE CONTENT.THE MATERIAL SHALL CONTAIN LESS THAN LIABILITY SPECIFIED AS PART OF THE CONTRACT DOCUMENTS OR REQUIRED BY LAW, OF APPROVED PAINT. EXISTING STEEL IS TOUCHED UP WHERE THE PAINT FINISH 13. ALL GLASS IS TO BE FREE OF SCRATCHES ANID IMPERFECTIONS. GLASS SHOULD 10. SMOKE DETECTORS SHALL BE INSTALLED PER N.Y.S.CODE SECTION R314. 12%PASSING THE#200 SIEVE. JCG 07.24.2025 WHICHEVER IS THE GREATER,AND SHALL INCLUDE CONTRACTUAL LIABILITY INSURANCE. HAS BEEN DAMAGED. STRUCTURAL STEELL S SURR FACES IN CONTACT WITH CONCRETE BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. SHALL NOT BE PAINTED. IN LIEU OF PAINTING,THE CONTRACTOR IS TO PROVIDE FOR 10.1. GENERALLY,VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS WITH CERTIFICATE OF SUCH INSURANCE SHALL BE FILED WITH THE OWNER. 4. CONTRACTOR SHALL STRIP&STOCKPILE ALL TOPSOIL LOCATED WITHIN THE THE GALVANIZING OF ALL EXPOSED STEEL. 14. FOR WINDOW MANUFACTURER SUBSTITUTIONS-IT IS THE RESPONSIBILITY OF THE BATTERY BACK-UP IN: DRAWING TITLE: 27. UNLESS OTHERWISE PROVIDED,THE OWNER SHALL PURCHASE AND MAINTAIN PROPERTY CONTRACTOR TO VERIFY THAT THE CHARACTIERISTICS OF THE WINDOW MATCH 10.1.1. EACH SLEEPING ROOM CONSTRUCTION AREA LIMITS. INSURANCE UPON THE ENTIRE WORK AT THE SITE TO THE FULL INSURABLE VALUE THEREOF. 8. STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PRIMED AND PAINTED WITH THE CHARACTERISTICS OF THE WINDOWS SPECIFIED ON THE PLANS. THE 10.1.2. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE GENERAL NOTES 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EIXSTING THIS INSURANCE SHALL INCLUDE THE INTERESTS OF THE OWNER,THE CONTRACTOR AND TOP COATS WITH AN APPROVED PAINT SYSTEM. CHARACTERISTICS AREAS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, VICINITY OF THE BEDROOMS ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA,AND EGRESS AREA/WIDTH/ 10.1.3. EVERY LEVEL OF DWELLING(BASMENT, FIRST FLOOR,&SECOND FLOOR, STRUCTURE,FOOTING&/OR FOUNDATIONS DURING EXCAVATION&!OR BACKFILLING. SUBCONTRACTORS IN THE'WORK AND SHALL INSURE AGAINST THE PERILS OF FIRE, EXTENDED HEIGHT. ETC.) ANY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA COVERAGE,VANDALISM AND MALICIOUS MISCHIEF. ANY INSURED LOSS TO BE ADJUSTED WITH 9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL WORK. UNDERPINNING&SIMILAR PROCESSES AT THAT CONTRACTORS EXPENSE. THE OWNER AND MADE PAYABLE TO THE OWNER AS TRUSTEE FOR THE INSURED AS THEIR SHOP DRAWINGS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION OR 15. ALL WINDOWS AND DOORS SHALL MEET A DESIGN PRESSURE EXCEEDING VALUES SHEET NO: INTEREST MAY APPEAR,SUBJECT TO THE REQUIREMENTS OF THE MORTGAGE CLAUSE. THE CONSTRUCTION. IN TABLE 301.2(2)OF 2020 CODE OF NEW YOR(K STATE. 6. ALL SOILS SHALL BE TESTED FOR PROPER BEARING CAPACITIES AS REQUIRED BY OWNER SHALL FILE A COPY'OF ALL POLICIES WITH THE CONTRACTOR,AS REQUESTED, PRIOR LOCAL&STATE CODES.ALL SOIL SHALL MAINTAIN THE MINIMUM VALUE BEARING TO THE COMMENCEMENT OF THE WORK. THE OWNER AND THE CONTRACTOR WAIVE ALL 16. WINDOWS/GLAZING IN TUB/SHOWER ENCLOSURES(INCLUDING"SHOWER DOORS") CAPACITY AS STATED AND WHERE REQUIRED INCLUSIVE OF BUT NOT LIMITED TO: RIGHTS AGAINST EACH OTHER FOR DAMAGES CAUSED BY FIRE OR OTHER PERILS TO THE AND WITHIN STAIRWAYS SHALL BE TEMPERED GLASS AS PER 2020 CODE OF NEW SPREAD FOOTINGS, FOUNDATION WALL FOOTINGS,PIER FOOTIINGS,&POST EXTENT COVERED BY INSURANCE PROVIDED UNDER THIS PARAGRAPH. THE CONTRACTOR YORK STATE, SECTION R308. FOOTINGS. SHALL.REQUIRE SIMILAR WAIVERS BY SUBCONTRACTORS. im 17. GLASS/GLAZING TO BE CLEANED PRIOR TO FIINAL INSPECTION. 7. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. (3N 1 i PLUMBING RISER PLUMBING RISER NOTES DETECTOR MOUNTING HD sD CM CARBON MONOXIDE ALARMS CM BUILDING CODE REFERENCE FILE LOCATION: P3103.1 ROOF EXTENSION 4-in. SECTION R315 OPEN VENT PIPES THATEXTEND THROUGH A ROOF SHALL BE Dead-Sit CARBON MONOXIDE ALARMS NOTE: minimum THE FOLLOWING BUILDING CODE SECTION ARE NOT ALL INCLUSIVE AND ARE INCLUDED FOR REFERENCE ONLY.ALL TERMINATED NOT LESS THAN 6"ABOVE THE ROOF OR 6"ABOVE space [NY] R315.1 General. Carbon monoxide alarms shall be TRADES MUST REFER TO THE APPROPRIATE BUILDING CODE DOCUMENTS FOR DETAILED INFORMATION BIEYOND THE ANTICIPATED SNOWACCUMULATION,WHICHEVER IS Ceding provided in accordance with Section 915 of the Fire Code of NYS. WHAT IS PROVIDED BELOW REVISIONS: GREATER.WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK 2020 Fire Code of New York State CHAPTER 3-BUILDING PLANNING NO. DATE DESCRIPTION OR SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT [NY]915.1General. SECTION R301 PIPES SHALL TERMINATE NOT LESS THAN T-0"ABOVE THE ROOF. _ ' I New and existing residential buildings shall be provided with carbon monoxide DESIGN CRITERIA P3103.2 FROST CLOSURE ; .: detection(herein as CMD)and notification in accordance with this Section R301.2 Climatic and geographic design criteria.Buildings shall be constructed in accordance with the provisions of this code as WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN i 915. limited by the provisions of this section.Additional criteria shall be established by the local jurisdiction and set forth in Table 2 - TEMPERATURE IS 0 DEG.F(-18 DEG.C)OR LESS,VENT i"m R301.2(1).(Refer to table in this drawing set). EXTENSIONS THROUGH AROOF OR WALL SHALL BE NOT LESS .... [NY] 915.3.1 Residential Buildings That Contain a Fuel-Burning _ THAN 3"IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT Appliance SECTION R302 3 SHALL BE MADE NOT LESS THAN V-O"INSIDE THE THERMAL Best CMD shall be installed in residential buildings in all rooms,occupiable space, FIRE-RESISTANT CONSTRUCTION ENVELOPE OF THE BUILDING. Clever 12-in. dwelling units, sleeping areas,and sleeping units that contain a fuel-burning 4 - 11E'rr~s �� R302.6 Dwelling-garage fire separation.The garage shall be separated as required by Table R302.6.(Refer to Table iin this 4"(DMAINOt- , ; , tT1r1Xit1tUfp appliance. drawing set). STACK&VENT PLUMBING TRAP SIZES ;; 5 - ( [NY] 915.3.1.2 Rooms With Communicating Openings R302.11 Fireblocking.In combustible construction,fireblocking shall be provided to cut off both vertical and horizontal concealed •°y. ` CMD shall be installed in a central or otherwise approved location in draft openings and to form an effective fire barrier between stories,and between a top story and the roof space.Fireblocking shall 6 - occupiable space that have a direct communicating opening to a room that TRAP SIZE �•j `-- be provided in wood-framed construction in the following locations: e contains a fuel-burning appliance. -� PLUMBING FIXTURE MINIMUM Acceptable 1. In concealed spaces of stud walls and partitions,including furred spaces and parallel rows of studs or staggered sttuds,as I (inches) here follows: 7 N 915.3.1.3 DwellingUnits and Sleeping Units That Contain a Bathtub(with or without shower head and/or l i; [ � P g 1.1. Vertically at the ceiling and floor levels. I whirlpool attachments) 2 Fuel-Burning Appliance 1.2. Horizontally at intervals not exceeding 10 feet. 8 I Bidet 11/4 CMD shall t installed outside of sleeping areas and within u feet of the 2• At interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop ceilings and crave _ r____� 2 entrance to the sleeping areas in dwelling units and sleeping units that ceilings. 9 TO r-1 "01 3"01 Clothes washer standpipe _ contain a fuel-burning appliance. g I I Dishwasher(on separate trap) 1�! ATTIC PULL DOWN STAIR 3. In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall coomply with - I I z Section R302.7. I I Floor drain 2 [NY] 915.3.3 Residential Buildings With an Attached Motor Vehicle 1 I I 4. At openings around vents,pipes,ducts,cables and wires at ceiling and floor level,with an approved material to resist the AA1510B ALUMINUM ATTIC STAIR AS MF Related Occupancy I Kitchen sink(one or h��o traps,with or free passage of flame and products of combustion.The material filling this annular space shall not be required to meet the I I 1 BY WERNER CMD shall be installed in a central or otherwise approved location in each I I without dishwasher and food waste disposer) 1 /2 (1 ASTM E136 requirements. Bhth-1 I ATTIC ACCESS STAIR DESIGNED TO FIT occupiable space in a commercial building and within 10 feet of the entrance NYS STATE LAW: I I Laundry tub(cue or more compuhuents) l'z to sleeping areas and sleeping units in residential buildings and commercial 5. For the fireblocking of chimneys and fireplaces,see Section R1003.19. I xist' I IN OPENING 18M L MINIMUM P 9 P 9 g 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. I Lavatory 1 !,, t 250L6 MAXIMUM LOAD CAPACITY buildings that: Have a communicating opening with an attached motor vehicle related UNAUTHORIZED ALTERATION OR Shower(based on the total flow rate through SECTION R302 showerheads and bod s rays SECTION R807 occupancy, ADDITION TO ARCHITECTURAL p ) , ' FIRE-RESISTANT CONSTRUCTION Flowrate: ATTIC ACCESS Share one or more common walls with an attached motor vehicle related PLANS OR SPECIFICATIONS I R302.12 Draftstopping.In combustible construction where there is usable space both above and below the concealed space of a I 5.7 gpm and less 1'!2 ,KK . R807.1 Attic access. Buildin s with occupancy,or 9 floor-ceiling assembly,draftstops shall be installed so that the area of the concealed space does not exceed 1,000 squalre feet. BEARING A LICENSED ARCHITECT'S More than 5.7 gpm up to 12.3 gpm 2 combustible ceilingor roof construction shall Are located one story above or below a motor vehicle related occupancy. More than 12.3 gpm up to 25.8 gpm 3 e�, Draftstopping shall divide the concealed SEAL IS A VIOLATION OF PART More than 25.8 gpm up to 55.G gpm 4 t P have an attic access opening to attic areas space into approximately equal areas.Where the assembly is enclosed by a floor membrane above and a ceiling memblrane 69.5.B OF TITLE 8 OF THE "-'° that have a vertical height of 30 inches 762 [NY] 915.4.1.1 Power Source 2"0 1 "PJ 3"OJ 9 ( below,draftstopping shall be provided in floor-ceiling assemblies under the following circumstances: mm or greater over an area of not less than CMD alarms shall receive their primary power from the building wiring where OFFICIAL COMPILATION, CODES, ) 9 1. Ceiling is suspended under the floor framing. 30 square feet 2.8 m2 .The vertical height such wiring is served from a commercial source,and when primary power is RULES AND REGULATIONS q ( ) 9 2. Floor framing is cronstructed of truss-type open-web or perforated members. FIXTURE CLEARANCES r+ shall be measured from the top of the ceil-ing interrupted,shall receive power from a battery.Wiring shall be permanent and OF THE STATE OF NEW YORK. 2------- - ------- framing members to the underside of the roof without a disconnecting switch other than that required for overcurrent 2"fd 1fdl 9 SECTION R303 9 I I framin members. protection. I �. Exceptions: LIGHT,VENTILATION AND HEATING The rough-framed opening shall be not less p R303.1 Habitable rooms.Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of I I than 22 inches by 30 inches(559 mm by 762 Existing residential buildings unless otherwise required by the Uniform Code. ARCHITECT'S SEAL& SIGNATURE: I -- O 'c* ` Carbon monoxide alarms installed in accordance with an earlier version of the such rooms.Natural ventilation shall be through windows,skylights,doors, louvers or other approved openings to the outdoor air. I I mm)and shall be located in a hallway or Such openings shall be provided with ready other location with read access.Where Uniform Code may be cord-type or direct plug when permitted by such code. Y access or shall otherwise be readily controllable by the building occupants.The openable area to the outdoors shall be not less I located in a wall,the opening shall be not less RED Aq Ln�I, I than 4 percent of the floor area being ventilated. �E C r Kitchen I ( 24M than 22 inches wide by 30 inches high(559 [NY] 915.4.1.3 Combination Alarms �c� G 1 tiles. "-AFMI" mm wide b 762 mm high).Where the access A combination carbon monoxide/smoke alarm shall be an acceptable U Y 9 )• R303.8 Exterior stairway y P g P g illumination.Exterior stairways shall be provided with an artificial light source located at the to landing is located in a ceiling,minimum unobstructed alternative to a carbon monoxide alarm,provided that: w f lwx. �� r raxr�ucrw The combination alarm is installed in a location and in a manner that satisfies of the stairway.Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial head-room in the attic space shall be 30 ;A light source located at the bottom landing of the stairway. ;.tea inches 762 mm at some point above the the Uniform Code requirements for both carbon monoxide alarms and smoke ? = FRESH AIR I access measured verticallyfrom the bottom alarms,or =� The rooms ,areas ,ors aces that the combination alarm serves are also SECTION R304 of ceiling framing members. See Section O O P O GRADE MINIMUM ROOM AREAS q==p �_=p on M1305.1.3 for access requirements where served by a code compliant smoke alarm or fire alarm system in the instances mechanical equipment is located in attics. that a smoke alarm or fire alarm system is required by the Uniform Code. R304.1 Minimum area.Habitable rooms shall have a floor area of not less than 70 square feet. ��T 03g05'1 ` Q` 12-0 1 „0 TO Exception:Ki.chens. 4"0 MAIN 4'O 4 O A,P P L I AN C E S IN ATTICS CODE R304.2 Minimum dimensions.Habitable rooms shall be not less than 7 feet in any horizontal dimension. CF N�`N S ANITARY LINE SMOKE ALARMS & HEAT sD HD TO SANITARY SECTION R305 SYSTEM = �+ CEILING HEIGHT tzr M1 305.1.2 Appliances in attics.Attics containing appli-antes shall be provided SECTION R314 R305.1 Minimum height.Habitable space,hallways and portions of basements containing these spaces shall have a ceiling HOUSE TRAP with an opening and a clear and unobstructed passageway large enough to SMOKE ALARMS AND HEAT DETECTION height of not less than 7 feet.Bathrooms,toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 allow removal of the largest appliance, but not less than 30 inches(762 mm) inches. higlh and 22 inches(559 mm)wide and not more than 20 feet(6096 mm)long [NY] R314.2.1 New construction.Smoke alarms shall be provided in - Exceptions: measured along the centerline of the passageway from the opening to the dwelling units. Heat detection shall be provided in new attached garages. 1. For rooms with sloped ceilings,the required floor area of the room shall have a ceiling height of not less than 5 feet and not appliance.The passageway shall have continuous solid flooring in actor-dance less thar 50 percent of the required floor area shall have a ceiling height of not less than 7 feet. w•An a-x with Chapter 5 not less than 24 inches(610 tutu)wide.A level service space [NY] R314.2.2 Smoke alarms in existing buildings. 2. The ceuing height above bathroom and toilet room fixtures shall be such that the fixture is capable of being used for its r < " nott less than 30 inches(762 mm)deep and 30 inches(762 mm)wide shall be Existing dwellings undergoing repair,alteration,change of occupancy, intended purpose.A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches present along all sides of the appliance where access is required.The clear addition or relocation shall be provided with smoke alarms as required by above an area of not less than 30 inches by 30 inches at the showerhead. access opening dimensions shall be not less than of 20 inches by 30 inches Appendix J. 3. Beams,girders,ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 (50)8 mrn by 762 mm), and large enough to allow removal of the largest feet 4 inches of the finished floor. appliance. [NY] R314.2.3 Attached garages.Heat detection rated for the ambient Exceptions: outdoor temperatures shall be installed in new garages that are attached to or SECTION R308 1. The passageway and level service space are not required where the located within new and existing dwellings. Heat detection shall be installed in " GLAZING appliance can be serviced and removed through the required opening. a central location and in accordance with the manufacturer's instructions. ' . R308.4 Hazardous locations.The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific 2. V\,here the passageway is unobstructed and not less than 6 feet(1829 Exception: Heat detection shall not be required in dwellings without hazardous locations for the purposes of glazing. mrm)high and 22 inches(559 commercial power. R308.4.1 Glazing in doors.Glazing in fixed and operable panels of swinging,sliding and bifold doors shall be considered to be a g mnn) wide for its entire length,the passageway shall be not more than 50 feet hazardous location. (15i 250 mm)long. R314.3 Location.Smoke alarms shall be installed in the following locations: R308.4.2 Glazing adjacent to doors.Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be 1. In each sleeping room. a hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor or walking surface and it WIND SPEED 2• Outside each separate sleeping area in the immediate vicinity of the meets either of the following conditions: JOHN C. GRAMLICH bedrooms. 1. Where the glazing is within 24 inches(610 mm)of either side of the door in the plane of the door in a closed position. ARCHITECT 3. On each additional story of the dwelling, including basements and 2, Where the glazing Is on a wall less than 180 degrees 314 rad from the lane of the door in a closed position and within 24 12E6 VMPH-USE 130 MPF WIND SPEED PER ASCE 7-16 9 9• 9 ( • ) P habitable attics and not including crawl spaces and uninhabitable attics. In inches(610 tutu)of the hinge side of an in-swinging door. dwellings or dwelling units with split levels and without an intervening door ll R308.4.3 Glazing in windows.Glazing in an individual fixed or operable panel that meets all of the following conditions shall be 248 ROUTE 25A-SUITE#3066 between the adjacent levels,a smoke alarm installed on the upper level sha considered to be a hazardous location: suffice for the adjacent lower level provided that the lower level is less than EAST SETAUKET, NY 11733 1. The exposed area of an individual pane is larger than 9 square feet(0.836 m2). one full story below the upper level. 2. The bottom edge of the glazing is less than 18 inches(457 mm)above the floor. TEL(631)384-1752 4. Smoke alarms shall be installed not less than 3 feet horizontally from 3. The top edge of the glazing is more than 36 inches(914 mm)above the floor. JCGRAMLICH@GMAIL.COM the door or opening of a bathroom that contains a bathtub or shower unless 4. One or more walking surfaces are within 36 inches(914 mm),measured horizontally and in a straight line,of the gllazing. this would prevent placement of a smoke alarm required by this section. SECTION R310 CLIENT INFO: R314.3.1 Installation near cooking appliances.Smoke EMERGENCY ESCAPE AND RESCUE OPENINGS alarms shall not be installed in the following locations unless this would HAYLEY prevent placement of a smoke alarm in a location required by Section R314.3. R310.1 Emergency escape and rescue opening required.Basements,habitable attics and every sleeping room shall I have not DO NALDSO N 1. Ionization smoke alarms shall not be installed less than 20 feet(6096 less than one operable emergency escape and rescue opening.Where basements contain one or more sleeping rooms„an mm)horizontally from a permanently installed cooking appliance. emergency escape and rescue opening shall be 2. Ionization smoke alarms with an alarm-silencing switch shall not be required in each sleeping room.Emergency escape and rescue openings shall open directly into a public way,or to a yeard or court 1059 3RD AVENUE-APT 26A installed less than 10 feet horizontally from a permanently installed cooking that opens to a public way. NEW YORK, NY 10065 appliance. Exceptions: 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1. Storm shelters and basements used only to house mechanical equipment not exceeding a total floor area of 200 square feet. horizontall (Refer to additional notes&details within this drawing set) [NY] R314.4 Interconnection.Where more than one smoke alarm is SECTION R311 R311.5.341: LANDINGS R311.5.6.2: HANDRAIL CONTINUITY MEANS OF EGRESS PROJECT INFO: FLOOR OR LANDING REQ'D TOP& MUST EXTEND FULL LENGTH OF STAIR& required to be installed within an individual dwelling unit in accordance with R311.1 Means of egress.Dwellings shall be provided with a means of egress in accordance with this section.The meatus of R PROTECTION Section R actuation the alarm devices shall be interconnected in such a manner P p g p g 710 EAST ROAD BOTTOM OF ALL STAIRS MUST BE RETURNED OR TERMINATE IN UNDER STAIR egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to 12'-0"MAX VERTICAL RISE BETWEEN NEWEL POSTS. NEWELS OR VOLUTES that the actuation of one alarm will activate all of the alarms in the individual the required egress door without requiring travel through a garage.The required egress door shall open directly into a public way dwelling unit. Physical interconnection of smoke alarms shall not be required CUTCHOGUE NY 11935 FLOORS OR LANDINGS ARE ALLOWED OVER LOWEST TREAD R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE VVALLS,UNDER-STAIR where listed wireless alarms are installed and all alarms sound upon or to a yard or court that opens to a public way. T-O"MIN WIDTH(BUT NOT LESS THiAN SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. STAIRWAY SERVED) R311.5.3: HEADROOM activation : one alarm. R311.2 Egress door.Not less than one egress door shall be provided for each dwelling unit.The egress door shall be T-O"MIN DEPTH(MEASURED DIRE(CTION 6'-8"MIN HEADROOM MEASURED Exception:Smoke alarms and alarms installed to satisfy Section s where side-hinged,and shall provide a clear width of not less than 32 inches where measured between the face of the door and the stop, OF TRAVEL) VERTICALLY FROM SLOPED PLANE shall not be required al r interconnected to existing smoke alarms where with the door ooen 90 degrees.The clear height of the door opening shall be not less than 78 inches in height measured from the GARAGE O P N G & SEPARATION such existing smoke alarms are not interconnected d where such new smoke to of the R303.6:STAIRWAY ILLUMINATION ADJOINING TREAD NOSINGS&TO alarm or alarm is not capable of being interconnected to the existing smoke P INTERIOR&EXTERIOR STAIRS RECOUIRE LNDG FLOOR SURFACE alarms. threshold to the bottom of the stop.Other doors shall not be required to comply with these minimum dimensions.Egress doors PROJECT TITLE: ARTIFICIAL ILLUMINATION CAPABLLE OF R302.5.1 OPENING PROTECTION.OPENINGS FROM A PRIVATE shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. 710 EAST ROAD (1)FT CANDLE MIN [NY] R314.4.1 Heat detection interconnection.Heat detection shall be - GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.O11-HER OPENINGS connected to an alarm or smoke alarm that is installed in the dwelling unit. R311.5.341: LANDINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE each SS THAN 1-3/8"IN Alarms and smoke alarms that are installed for this purpose shall be located 11.3 Floors and landings at exterior doors.There shall be a landing or floor on each side of each exterior door.T width of FLOOR OR LANDING REQ'D TOP& THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1-3/8"THICK,OR 20-MINUTE FIRE-RATED in a hallway,room or other location that will provide occupant notification. each landing shall be not less than the door served.Landings shall have a dimension of not less than 36 inches measured in the PROJECT DESCRIPTION: e direction of travel.The slope at exterior landings shall not exceed 1/4 unit vertical in 12 units horizontal(2 percent). ALTERATIONS BOTTOM OF ALL STAIRS DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. 12'-0"MAX VERTICAL RISE [NY] R314.6 Power source.Smoke alarms and heat detection shall receive BETWEEN FLOORS OR LANDINGS R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR(CEILINGS SEPARATING their primary power from the building wiring where such wiring is served from R311.6 Hallways.The width of a hallway shall be not less than 3 feet. PHASE: TOP OF RUN THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET'STEEL OR OTHER a commercial source and,where primary power is interrupted,shall receive Refert Stairways. R312.1 GUARDS APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE power from a battery.Wiring shall be permanent and without a disconnecting Refer to notes&details within this drawing set. CONSTRUCTION (CD) R31 1.5.6: HANDRAILS PROVIDE AT OPEN SIDES OF STAIRS switch other than those required for overcurrent protection. ATLEAST(1 - j WITH TOTAL RISE OF 30"OR MORE R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECT SECTION R314 ION R302.6 SHALL BE Exceptions: CHECKED BY: INCEPTION DATE: PROVIDE HANDRAIL ON Z) ABOVE THE FLOOR.GUARDS SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. 1. Smoke alarms shall be permitted to be battery operated where installed a MIN. 34"HT MEASURED VERTICALLY in buildings without commercial power. SMOKE ALARMS AND HEAT DETECTION SIDEE OF STAIR WITH(4)AT MORE JCG 12.01 .2024 RISEERS FROM TREAD NOSING R302.6 DWELLING-GARAGE FIRE SEPARATION.THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. Refer to notes within this drawing set. R31 1.5.6.3: HANDRAIL GRIP SIZE � 2. Smoke alarms installed in accordance with Section R314.2.2 shall be ,,f R311.5.6.1: HANDRAIL HEIGHT OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM B30ARD SHALL COMPLY permitted to be battery powered. DRAWN BY: CURRENT DATE: CIRICULAR: 1-1/4"O.D. MIN&2"MAX. > 34"-38"MEASURED VERTICALLY FROM WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS SECTION R315 31 1/2"MIN CLEAR R31 1.5.1:WIDTH SLOPED PLANE ADJOINING TREAD THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. CARBON MONOXIDE ALARMS JCG 07.24.2025 [NY] APPENDIX J Refer to notes within this drawing set. 31-11/2"MIN CLEAR WIDTH(1)HANDRAI&27" o NOSINGS&TO LNDG FLOOR SURFACE EXISTING BUILDINGS AND STRUCTURES MIN'CLEAR WIDTH BTWN (2)HANDRAILS 00 NOTE:TOP OF GUARD CAN SERVE AS [NY] SECTION AJ601 ALTERATIONS-LEVEL 2 DRAWING TITLE: 4-1/;2"MAX. HANDRAIL PROJECTION HANDRAIL [NY] AJ601.8.1 Smoke alarms.When interior alterations occur,or when SITE SECTION R319 TABLE R302.6 one or more sleeping rooms are added or created in existing dwellings,the R319.1 DRESS BUILDING CODE R311.5.3.2:TREAD DEPTH 319.1 Address identification.Buildings shall be provided with approved address identification R312.2 GUARD OPENING LIMITATION DWELLING-GARAGE SEPARATION individual dwelling unit shall be provided with smoke alarms located as . CRITERIA BALLUSTERS(OR SIMILAR)SHALL NOT 9"MIN TREAD DEPTH(NOSE SEPARATION MATERIAL required for new dwellings;the smoke alarms shall be interconnected TO NOSE) in accordance with Section R314.4. SECTION R807 BOTTOM OF RUN ALLOW THE PASSAGE OF A4"SPHERE Not less than'/2-inch gypsum board orequaivalent applied tothe ATTIC ACCESS R311.5.3.1: RISER HEIGHT From the residence and attics Exception: In other than bed and breakfast dwellings,smoke alarms in R311.5.3.3: PROFILE garage side R807.1 Attic access.Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that 36"MIIN WIDTH 1" 8-1/4"MAX HEIGHT existing areas shall not be required to be interconnected and hard wired SHEET NO: R31 1.5.1:WIDTH NOSING NOT LESS THAN 3/4" � From habitable moms above the garage Not less than 5is-inch Tv X sum hoarrd or equivalent have a vertical height of 30 inches or greater over an area of not less than 30 square feet.The vertical height shall be measured g :Pe gyp q where interior wall or ceiling finishes are not removed to expose the structure. 36"IMIN CLEAR WIDTH BUT NO MORE THAN 1-1/4" from the top of the ceiling framing members to the underside of the roof framing members. Structure(s)supporting floor'ceiling assemblies used for separation ---• [NY] AJ601.8.1.1 Power source.Smoke alarms shall be permitted to be Not less than !,.mch gypsum board or equ.citi alert The rough-framed opening shall be not less than 22 inches by 30 inches and shall be located in a required by this section battery operated when installed in buildings without commercial power or an Not less than'/2-inch sum board ore univalent applied to the inte- on-site electrical power system,or in buildings where existing interior hallway or other location with ready access.Where located u a wall,the opening shall i not less than 22 inches wide Iby s Garages located less than 3 feet from a dwellingunit on the same lot gypsum q PP inches high.Where the access is located in a ceiling,minimum unobstructed headroom in the attic space shall be 30 inches at g' rior side of exterior walls that are within thhis area wall or ceiling finishes are not removed to expose the structure. S D-1 �` [NY] AJ601.8.1.2 Interconnection.Smoke alarms shall not be required to some point above the access measured vertically from the bottom of ceiling framing members.See Section M1305.1.3 for � STAIRCODE DETAIL hor SI:I inch=25.A tutu,1 foot=3o.as tutu. be interconnected where battery operated alarms are permitted. access requirements where mechanical equipment is located in attics. AIR SEALING SECTIION AIR SEALING CODE REQUIREMENTS FILE LOCATION: TABLE R402.4.1.1 AIR BARRIER and INSULATION INSTALLATION COINIP01E\T AIR BARRIER CRITERIA UINSt'LATION INSTALLATION'CRITERIA REVISIONS: A contirntous air barber shall be installed in the NO. DATE DESCRIPTION building envelope. Air-gnenneable insulation shall not be used as a sealing OGeneral requirements Exterior thermal envelope contains a continuous air mnterrial. 1 _ barrier. Breaks or joints in the air barrier shall be sealed. EXTERIOR SHEATHING CAULKED The air barrier in any dropped ceilingisoft'rr shall be 2 — GLUED OR GASKETED TO TOP aligned with the insulation and any gaps in the air The iinsulntion in any dropped ceiling/soffit shall be — PLATE O Ceiling/attic barrier shall be sealed. alignned with the air banter. I 3 — Access openings.drop down stair or knee wall doors to iuico/nditioned attic spaces shall be sealed. The junction of the fontndation and sill plate shall be Cavitties within corners and headers of flame wails sealed, shall[be insulated by completely filling the cavity with I— — _ 5 _ CEILING G)YP BD TAPED a inanterial having a thermal resistance ofR-3 per inch NEW R30 SPRAY FOAM TO VNALL GYP BD O 'Wails TTte junction of the top plate and top of exterior walls minitnllun, — shall be sealed. txterrior theival envelope insulation for flamed walls 6 WALL GYP BD CAULKED shall[be instilled in substantial contact and contintiotta alignment with the air barrier. — GLUED OR GASKETED Knee walls slnAli be sealed. I I I TO PLATE , The space between window/door jonnbs and framing EXI I'�z BATT _ — — — a ♦t Indowi,skyllghh and door RIM JOIST GLUED,CAULKED,OR and skylights and flntning shall be sealed. I I INSYLATIO WITHIN EXIST'G I I 8 GASKETED TO TOP PLATE 5 Rini jolstr Rim joints shall itnchide the Air bamler. Rita Joists shall be insulated. I i I WAILS I I 9 — The air bArtier vhnil be installed of Ana exposed edge Moorr fueling tainty fitmilntion shall be installed to I of 1114111Ation. 111nhnt tin pentinneat Crtunrt with the widerside Of the 416ploor decking.or floor fl'ni+_iing cavity lnvtilAfidn I I I I I EXTERIOR SHEATHING CAULKED floors(Including nbave-garngp and s1uA11117e pennttted in he in rrtitnrt ii1[h the top side of WALL GYP BD CAULKED GLUED OR GASKETED TO WINDOW O rantllem,ed floors) sheatihing.orcotntinuotis instilatien hnstailed onthe I I I — —� — — — — — — — - — —I OR GLUED TO WINDOW PLATE R.O. tnindetrside of floor fl•Atitinn and extends ftonn the II R.O. PLATE Kittomitt to the top of all pee#ttleter firm'fl tuning I I I I I NYS STATE LAW: utetrilters. EXPANDING FOAM(MINIMAL) I I @ENTIRE PERIMETER BETWEEN Fxpti?ect earth in tun elated sonny[sljnres stinil be 1Alteere provided.lnntend of flits itrsiulatirn.tnstttatioll I I I I I UNAUTHORIZED ALTERATION OR WINDOW FRAME&R.O. Oi Crowl spare walls crvettd ii•ith a C:inss I vttpol re<61 del-Nvith shah[be pentidnently attached to the crawlspace wrilis. ADDITION TO ARCHITECTURAL vvet-lopping 1011it9 tolled. Burt shafts,utilir} peltetratirtrs,And flue shafts PLANS OR SPECIFICATIONS 0 Shifty,prtImt,"flons opellingto extetior or ttnconditiolied space sliall t>e T T BEARING A LICENSED ARCHITECT'S sen(etl. I I I SEAL IS A VIOLATION OF PART Bart In nation°cavities shall be stir to flt,or narrow, I I I I 69.5.B OF TITLE 8 OF THE Os Nitrrmv envitles cavittien shall be filled by insulation that on Installation OFFICIAL COMPILATION, CODES, readi[ily conforms to the minable Cavity space. I I I I RULES AND REGULATIONS 10 Air sealing shall he provided between the garage and I I I OF THE STATE OF NEW YORK. EXPANDING FOAM((MINIMAL)@ENTIRE O Garage separation conditioned spaces. ( I I I PERIMETER BETWEEN WINDOW Recessed light fixtures installed in the building Receessed light fixtitres installed in the building I I I I FFRAME&R.O. t i Recessed Ilghflng thermal envelope shall be sealed to the dr}wall, therimal envelope shill be air tight and IC rated. WALL GYP BD CAULKED O)R GLUED TO Batt'insulation shall be cut neatly to fit around i%riiing I I I I ARCHITECT'S SEAL&SIGNATURE: WINDOV'N R.O. PLATE t2 Plumbing and vOring and Iplumbing in exterior walls.or insulntionthat on EXTERIOR SHEATHING CAULKED instahllationreadily cetnfonns to available space shall externd behind piping and wiring. ,��RED AA� GLUED OR GASKETED TO WINDOW The air ban•ier installed at exterior walls adjacent to Extearior walls adjacent to showers and tubs shall be ��:� PLATE is Shower/tub on exterior hall showers and tubs shall separate theta from the insul:lated. l(j O� /L1 "0 showers and tubs. AA The air barrier shalt be installed behind electrical or to Electrical/ hone box on exterior wails conumanication boxes or air sealed boxes shall be p THERMAL SECTION BBB BOTTOM PLATE CAULKED,GLUED OR installed. GASKETED lf0 SUBLFLR t5 Ii�'AC register boots HVAC register boots that penetrate bitilding thennal — (P envelope shall shall be sealed to the sub SCALE /4��floor or drywall. : 1 — 1 - 0" -yj, 038051 I, WALL GYP BD CAULKEED GLUED OR When regitiredto be sealed.concealed fire sprinklers OF NEW GASKETED TO PLATE shall only be sealed in a manner that is recommended is Concealed sprinklers by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. EXTERIOR SHEATHING CAULKED a. In addition inspection of log walls shall be in accordance with the provisions of ICC-400. GLUED OR GASKETED TO BOTTOM , = PLATE O REFER TO DIAGRAMS ON SHEET EC-2 FOR EXAMPLES OF NUMBERED NOTES.'X'=GIVENI NUMBER SUBLFLR GLUED,CAULKED,OR GASKETED TO RIM JOIST r — � .. TABLE R301,2(1) 77 CLIMATIC AND GEOGRAPHIC OEStON I I ~ CEILING GYP BD TAPED___j7 ° d TO,WALL GYP BD a GROUND 'AINQDESIGN S_I.SMIG 5U0JECTTODAMAGEFRAM WINTER iCEnAFAIEti FLOOD Ant MEAN ° s+aovr spcact6 Tot�f•aPiia 5pxlalvAnd VIMMome DESIGN roosrlr+r , DCSIGN UNDERLAYMEN7 HAZARtISa FtBEYtNG ANvuAI EXIST'G R3O BATT t— _ —I WALL GYP BD CAULKED GLUED OR LOAD' (no) eITZt5 mgoN dctxis zoix+" CATEGORY weathering• �,u,= Tem+Ke TEM?'° ftCQUHtED _ INDEX TEMR .._- GASKEITED TO PLATE 20 vsf <140 No No �H*�^3R� B Severs 36' �� ++t 11d. Yes teb#d4t.�rt! 618 �52._� INSULATION WITHIN EXIST'G NEW R30 SPRAY FOAM WindExpos,rre cm*.epiry: MANUAL i0ESiGNCRITERIA' CEILING WITHIN THE ATTIC e ° 1=levat^.on t.atltiade i�inter Summer Altitude L�,daor design Design Ifraliru�1ealprrature RIM JOIST GLUED,CAULKED,OR heati"IF cooling Wrltcticmfactor terupemlum terarTralurecooling differrncx _ _ _ _ _ _ _ GASKETED T(O TOP PLATE 40'N 12 5 den 84 deg 70' 75' db A3'w#i 57.5 ' EXIST R13 BATT RIM JOIST GLUED,CAULKED,OR Cooling Wind Windvelocity Coiretkk'ttt Doily 4i'inrcr Sutntner I INSULATION WITHIN S 'G JOHN C. GRAMLICH ON WI EXI GASKETEDTtOTOPPLATE ° e temperaturedifTerenc velocitylreatirng coolinyt wet bulb, rune hurrrJt} Irii7iidity — ARCHITECT II II WAILS 30°a-FOUNDATION WALL ACTS AS AIR EXIST'G R13 BATT I I I 248 ROUTE 25A-SUITE#3066 BARRIER INSULATION WITHIN EXIST'G WALLS L — _J L - - - - - - I L — _J EAST SETAUKET, NY 11733 BOTTOM PLATE CAUILKED,GLUED TEL(631)384-1752 OR GASKETED ITO SUBLFLR ° JCGRAMLICH@GMA►L.COM WALL GYP BD CAULKED GLUED OR e GASKETiED TO PLATE a` CLIENT INFO: SLAB ACTS AS AIR BARRIER ° HAYLEY DONALDSON ° a I I I I 1059 3RD AVENUE-APT 26A EXIST'G R13 BATT I I I I NEW YORK, NY 10065 o ° e INSULATION WITHIN I I I EXIST'G WALLS I I I I I I I— 11 I e de° e I I I I PROJECT INFO: 710 EAST ROAD CUTCHOGUE NY 11935 PROJECT TITLE: RESIDENTIAL PRESCRIPTIVE R-VALUES - ZONE 4 INSULATION VALUES 710 EAST ROAD ITEM VALUE FRAMING WIDTH BATT INSULATION ALLOWANCE PROJECT DESCRIPTION: CEILING R-49 2x4 3.5" R-11 (3.5) OR R-13(3.5) OR R15(3.5) THERMAL SECTION D D ALTERATIONS FLOOR R-19 2x6 5.5" R-21 (5.5) DO NOT USE R-19 SCALE : 1/4" — 1' - 0" PHASE: WOOD FRAME)WALL R-13+R5 CONTINUOUS OR R-20 2x8 7.25" R-22(6.75") OR R-19(5.5") CONSTRUCTION (CD) BASEMENT WALL R-10 CONTINUOUS OR R13 CAVITY 2x10 9.25" R-30(8.25") CHECKED BY: INCEPTION DATE: MASS WALL R8/13 2x12 11.25" R-38(10.25") JCG 12.01.2024 UNHEATED SLABS R-10 FOR 24"BELOW OPEN CELL FOAM R 3.7 PER/IN CRAWL SPACE R-10 CONTINUOUS OR R13 CAVITY CLOSED CELL FOAM R 6.0 PER/IN DRAWN BY: CURRENT DATE:JCG 07.24.2025 FENESTRATION 0.32 U-FACTOR NOTES: SKYIGHTS 0.55 U-FACTOR • DO NOT COMPRESS FIBERGLASS INSULATION.COMPRESSING DRAWING TITLE: FIBERGLASS INSULATION WILL REDUCE THE R-VALUE. ENERGY St CODE SHGC 0.40 ALL ICYNENE PRODUCTS MUST BE INSTALLED BY A LICENSED ICYNENE INSTALLER CRITERIA NOTES: ALL PRESCRIPTIVE VALUES,ARE BASED ON CHAPTER 4 OF THE 2020 IECC.TABLE R402.1.2&R402.1.41 ENERGY CODE & H.E.R.S. RATER SHEET NO: PROJECT MUST-COMPLY WITH THE P'RESCIPTIVE MINIMUMS(SEE CHART)AS WELL AIR SEALING &THE LIKE(SEE CHARTS&DETAILS). LOCAL GOVERNMENT MAY REQUIRE THE USE OF A HERS RATER OR SIMILAR SERVICE.OWNER&/OR CONTRACTOR MUST DETERMINE&SATISFY ALL LOCAL GOVERNMENT REQUIREMENTS. WHERE A HERS RATER OR RESCHECK OR SIMILAR REPORT EXISTS, GC MUST COMPLY WITH THE INSULATION SPECIFICATION THEREIN FILE LOCATION: Wall cross-section S elf,lk� '15beet1tilng or waiter-recittive bvirrier $hall Orly be rea'e'd at bath veht fairi Window rough operilng to ceonq&)�"q cadge t�l�4vle d-o 7 an eyterior sh ea!thirig Chases and commom by-posses 1 Cop k^of Olve to rv"oor WA air T �V^j wash hoMe and dam,Itif v­J fnK-f'te ainve ran verilled REVISIONS: d ropIP-1 son garage at NO. DATE DESCRIPTION Seat fhr ceflfrq�Olt T All^Spam3, • mulamc WWII N'. A2 I l 7 1n5taflallbw',,r :427,77r r z,k!�, 'i on Henorof all I ni Y-1 L�hm Stem lit 9N` Insulate and lr,,qtnll Sot wri! Seal2ight le-retd tristIlaTe ergy A3 01 recessed fig h t sheet matenal Seal U) headers comer Seal drywal to fixtures to dryvmq WHIM Vamwz 1!�z 3t and top plate �(Vrrlen wade truntioeti top and i Seal vent boltorn, pl&6n I Insulated exial Fill] Seto Sea! Z4 pen et-,atio n With cauk m I : I qnsl,-45 or glue i� e4edrital boos plumbing 0 ard fxtlre�.to SeM lqVAC ----------4 penetratIons 0 POW or$Vr3yed foarn &YMP pe""loris I I I -,�;I Seat electrical (H celing is A5 S(recoryrendl coy-qrq Wth Insulate'd) ig I 1i" dorn'r,,ion lbsrnar�R mqtered) Seat 00tom,;13te ftInckn"I steathim led sea to itutfloor /6\ kal "eal joints. (condi'aried) �lectq r rod and in sheathin S#?,41 band y*,t Seal p"Irabons t plurnbirlg,. see Won Sraatant to swca and P13tes seat In common vall Plate to suvwl, bottorn J) Ladder CyL riiat.a A8 EATH EXHAUST VENT Use better rod and sealarlt or spray 9 lim"n amoprate for WrKkYA-,to fill Tape cc,cat*wxterw N a 7ow stud Seal gap bet",en caviti butts Send bc4tom plat': gqrz betm-wrl wndowfdorr arvf sheathing seemis(often the �W 14,VAC boot -ci!t Sea'd-pail?to W,pfile ele ticat box and Are tin to ftt to 9"Vlnor gore—to hFAAe ej-)Or -igh ovening sheall"Ina Is lt�e pftwy air Se nelimtons in". wtr:CZJK gwpeft or glue ba-ter lr`marred w4�h) d.ywall, 0111, Seal bottom plate to su!lftor Showerltub drain rough opening Sew d'yWa!'I 10 teftum plate Wh eSr web truss C! ln�q intArlstion and 1psoiled ar Seafart barri-r behli.tub(required) 1 till band joist -,PMMJW' to stew,fouridatorl,Or Vall Pon e1rafions UNAUTHORIZED ALTERATION OR -wall and T ADDITION TO ARCHITECTURAL AJr 7 w3for reg!sbv" G energy cornet' M'", or at Caulk un"er britt P 011t as M IRC703.2 I I I' b h d stud PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S eft Cal pariel bm, SEAL IS A VIOLATION OF PART _tIon gap A fecomlimrid ImeW on h t — 1_� ln*0, 14wif installed on exterior OFFICIAL COMPILATION, CODES, 169.5.13 OF TITLE 8 OF THE eir ba"r Ptel eIend Mold Hrieml*X4 beill orparrriEMttn Mow frw*ed to Alf cleal Brill"Vilolm 0111AIDNi m'N • :1 RULES AND REGULATIONS "-rs "irt,20,%p-welneotr sr f*lewi Settl w ring and OF THE STATE OF NEW YORK. CLASS I _LNind"re -— ---—-—------------------------------------ oft;C"t'v.,wm,L,1.�t CA llpmce ln:,Ilotivt� ...,.. - .`� .,- .,ti.• �M�''tt�tf+t"A9 dnr?n C't r"tr'.7*,;rin `:,a. � y�.'`• ARCHITECT'S SEAL&SIGNATURE: Attie scuttle Ift"It ^ki`lg ewld rtllet biffie to �Av_L)A&C W-fid"6NrV if #bVi11J!91i ISI Combustion chase Combustion closet r, Ct-Mb- 13&4 or.rink,11 penetrations -*,t go fl4t6tivil dcvh Olt re,All,"!";we e the*ay kt�te 6 0 %L Aft t$�FW­4yml*,k w1h 0,40 Pit tKe* F" I V e­1>wtd vt ppr 1 03805, RA�twity R!i 0"llimvIsit Ai, �OFN ty of ...... #filf�full 4!qkf I"IJI-Ifitm. blo f7f lln!�0-Or"ticirO fl,014" y r Vqull�-rl wlvptyt�51 atillc- optical I ronflitip ffir-rWrimp'll-lip jfit;lllofh lt A-P-A I NOTE AttIc pull-dowri stalm pok."te,r 4 4, ru."Of0a criwa�r. t lit d ftt6k,)n tptn,llt—il lid lc-t ptfll dwvi Ate c wlirtola _4_ -rd r t44ld 6 Jr� - 1-4 rv`r- Vgf.. - , I CI�", t,6A —,P,fs 7trtrj woo 1 '4/ InvA444 lid Oh ft�wiqf,�n col tcp Z "AWed mwe, -N 77" 10rli'vim RZ rnlnh umi R-S • In arri rAttor meorga rewremort) (G-91a rl'atOr"rent! D zz—)--v,4 r;w and top Plate K1. Insulated In jo,"St cayirr, lnwlatinn depth Waller heale'r caulked or to'""d 4 Jk#-) ��; Inst"W prrmanew CmItast IL 1;iffd'JE,V, % Set d3m voln tutroor tarr berner optic-n 2 underfoo,insulation Mitt bo requfred) Pam < 004 foal," _141",Xlyl wal i I Ili V `l/\/ Ire!,rrd or riq:d rem*ed at 8! �-Jtd&Ige WIT "n1l Va 101.10S We used(09 Of insulation) V slrr y kaml C,:,nT1Im*d WV -wells Attic knee Two-level attic Seal gno W.w,-rn fame' roxw CIO" oelkk4l IMn101*n7 Pinto BrIorn ponteNreatherrtnpnin - again-�t so"ItIreal-taild and rough opening Wth Dam*v blowl Sawed caA bq.r*er rod,or kvffn JOHN C. GRAMLICH irttstAatron CathedmItzp(l vented ceiling- Exterior penetrations cd ARCHITECT on A171k ll toofline Air pArinleable,1"(11811 Rafter on raised top plati, Attic pull-down stairs 7TO rough wenry MV bwler Cmilk A! "r� to I r,,.5!1 at n %Jge vent en Seat exterior"it rie""tions for cilia If's i fnpti-lui�door vAh i viela"h"lirt0ing icg_ "Ofg1sils,Cw1vtost with full he�hl insulaWn We rTgergoli Cares,con denmitte Fne,et, on at,four edt; required Uninvint 1J"dam', if (recomme,ded) 248 ROUTE 25A-SUITE#3066 Trac".""are used 4­, for Inevistort baffte naullitIm dalnq prew.nt So�t d,.,n I imulactm from Seat gap between franve and ft-I F at c k-itt-w3f (mrdboard cc rigid EAST SETAUKET, NY 11733 (CAqw1ill romm-ntsots) rough open,,r4 wl.�cauTP, Irwitalton -n bon 1111"Iblum through acce" backer MI or tw" (Georgia 44r� flom rd) R 11+R-5,R-15+R-3, TEL(631)384-1752 stir i W yr�t 14,drymentl -dtyw*l JCGRAMLICH@GMAIL.COM irtlinor"r-mg NOTE: 0*111ing -30 cornplPte coverage, Rals-1 tc-Vale R 71 (Oewgiz requimments) is deemed equIv2lerlt to T6 linv,,, prescriptive R-38 CondrWned CLIENT INFO: Rglid insuie aft-wer-strip do(w HAYLEY cle, at (recorriniendee) opering arid Vent b0los ll�d danu creros *r,,Itk insulation tmrd Soffi Vent I I M*nn R-5 threshold DONALDSON qC*1 1C, vol't Sot�,t Y-Ant new-roent) 1059 3RD AVENUE-APT 26A NEW YORK, NY 10065 Instaffe!d Iwsulaliorf Is in complete cortaco'e.h air barrier 0"UVIcior) AT71C CARD Erand X FiNpYass Initial InstMied W&Iriess:14" Al'gevim in trw+,Ines ar.d Settled th)Ome-,s:12" PROJECT INFO: bcvft mjvt be seolwl 00h matft vt Selted R-vafue:3S 710 EAST ROAD CUTCHOGUE NY 11935 N", t Jt, Core,Lf Ma Vent Wftleti e4erid at m�St bl[W ing 0? 4"at.—��e top of Iri,_�tflj PROJECT TITLE: mar - � ��;�r ' � , � �.,. --- _,_.....�.---'--�--- _ 710 EAST ROAD L N WfIi I'Volifilv, PROJECT DESCRIPTION: A N UAM W ALTERATIONS ✓ in, IN. PHASE: Afiltln�­t grl"_t"11"'v* 1 { .�,��- 7 0!nyllq�!"is gi lem'! Ll tt�01rh5t f2t""T Wit&. CONSTRUCTION (CD) fo-�221 INCEPTION DATE: CHECKED BY: 'M d-0111 9U ImOOI:ln�a�In hill c&1+6C1 w4h of iq 024 b,0 It.Of DRAWN BY: CURRENT DATE: V.V vA V J ­f czi.i i0ring 7— JCG 07.24.2025 4 5f,I bt� 6§uKi AkAtt' -SIL DRAWING TITLE: A ENERGY & CODE ofulm, CRITERIA Cots.�,isf�-M, levl�l insulafirjn mverage "d econmefety CON--Vd by V*11�3,+,y Inot'!ion t in types for all il`15ulafic fbktr�lcv�t IW1 W,to tit SHEET NO: HOUSE SIDE Ir-tulabom fully ill!!; Narrow ctrl�, selal'obo"got" Sial boe, fully imuisted seams and cl rr mictie - — I I __­ �, ,J ---"--.. \�.z , qms I I I -.. ...- - cmility al,top and Wtv" ------J theri insulate 16_ ZA: 7[---J LIT ------72 4-in lIi i FILE LOCATION- lu - uu 1 ; ALU REVISIONS: NO. DATE DESCRIPTION 2 - 710 EAST ROAD , CUTCHOGUE 1935 3 - 4 - 5 - EXTERIOR ALTERATIONS & NEW EXTERIOR DECKS 6 - 7 - 8 - 9 - ZONING CRITERIA _ TOWN OR VILLAGE TOWN OF SOUTHOLD ZONE R40 LOW DENSITY RESIDENTIAL /� ��j FEMA ZONE'X' NYS STATE LAW: 1 ®4 2 10 W W 110. 00 DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM UNAUTHORIZED ALTERATION OR / LOT AREA 40,000 SF 6,285 SF NO CHG NO ADDITION TO ARCHITECTURAL / BUILDING HEIGHT 32'-0"MAX 17'-6" 19'-0" YES PLANS OR SPECIFICATIONS i/ BUILDING STORIES 2.5 MAX 1 STORY 1 STORY YES BEARING A LICENSED ARCHITECT'S / SEAL IS A VIOLATION OF PART / FRONT YARD HOUSE 35'-0"MIN 25.6' 25.6' NO 69.5.E OF TITLE 8 OF THE / / F.YARD STOOP 35'-0"MIN 23.2' NO CHG, NO OFFICIAL COMPILATION, CODES, W / RULES AND REGULATIONS } ? r 35 0 F.YARD STOOP ROOF 35'-0"MIN 23.2' 23.2' NO i OF THE STATE OF NEW YORK. I O Q 0 F Y. SE i RYARD MAIN GABLE 35'-0"MIN 24.0' NO Y ai ' its W TBACK SIDE YARD HOUSE 10'-0"MIN 11.5' NO CHG, YES U ? SIDE YARD HOUSE 10'-0"MIN 16.3' NO CHG; YES ARCHITECT'S SEAL & SIGNATURE: 0 z O= i S.YARD HOUSE COMBINE 25'-0"MIN 27.8' NO CHG; YES k , �/ ``] SIDE YARD DECK 10'-0"MIN 13.5' YES �RV-D ARC - - _ - - - - S.YARD DECK COMBINED 25'-0"MIN 25.0' YES \5�� G �RqM y�A - REAR YARD HOUSE 35'-0"MIN 46.0' YES I h � ,�, € I •€ € / REAR YARD DECK 35'-0"MIN 37.9' YES EXISTING 4'-8"x T 4"COVERED LOT COVERAGE MASONRY FRONT STOOP TO REMAIN. / (3 ® "` mow• REMOVE EX.ROOF OVERHANG WHICH / DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM '37 038051 'OoPnaoia 3bo�e I I DOES NOT PROPERLY COVER THE i 14.67' STOOP&REPLACE W/ANEW ROOF& / OF NE`N S LOT SIZE 6,285 SF NO r BRACKETS / LOT COVERAGE%MAX 20% 13.6% 19% �/ YES LOT COVERAGE SF MAX 1 NEW DECK TO R.Y. F N YES fi ,257 SF 891 SF 1,253 SF HOUSE 858 FRONT STOOP 33 SF NO CHG r DECK 0 SF 127 SF ,. DECK W PERGOLA 0 SF 235 SF ( : O Exist' IHrouse /I 23 2' t/ 5 , r��oOP --------i�-------- I —) I I TO F.Y. GFA NEW REVERSE G,�BLE ROOF TI � DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM ` DOES NOT EXCEED EX.ROOF O.H SETBACK&IS BIELOW MAX HEIGHT ALLOW�p&IS WITHIN / LOT SIZE 6,285 SF NO , THE SKYPL _ANI / LOTS UP TO 10,000 SF 1,500 SF ® EX. HOUSE TO R.Y. i // i I \\ Ex 25.65 I V // ADDITIONAL SF ALLOWED 600 SF HOU r�1y F c % TOTAL SF ALLOWED 2,100 SF ® I ;; Nw, . ,,, ;. ; „ ' I 24.01 HOUSE 858 SF NO CHG, YES 42.2' -- --- --- ----- ---- --- - ® EX.&NE NEW DECK TO R.Y. W, �i'IIROOF O.H TO F Y JOHN C. GRAMLICH r S BUILDING AREA CALCULATIONS ARCHITECT O h M �O D' II / DESCRIPTION EXIST'G NEW TOTAL ~ o `O w `' w I I / 248 ROUTE 25A-SUITE#3066 C6 U 7 w ~ I L ______ / LOWER LEVEL KITCHEN 209 SF 0 SF 209 SF �I z = ------------------- -----_ / �- w Q p ,� / �_ EAST SETAUKET, NY 11733 ,'I 2 X O / UNFINISHED BASEMENT 517 SF 0 SF 517 SF Z w / TEL(631)384-1752 I w % FIRST FLOOR 858 SF 0 SF 858 SF JCGRAMLICH@GMAIL.COM /� LTOTAL LIVING AREA 1,067 SF_��. �__ .._--_ --� --- ----- ----- -- ------ �/ CLIENT INFO: ROOFED OVER FRONT STOOP 33 SF 0 SF 33 SF HAYLEY TT g�TAT �j�j �J /l UNCOVERED DECK 0 SF 127 SF 127 SF DONALDSON BLOCK DRIVEWAY V� �"�"� 1' / (�� � _ DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SF / v/ 0 1059 3RD AVENUE -APT 26A / S 31042 y 10 E 9 9 7 9 /� vV NEWYORK, NY 10065 LOT AREA 6,285 SF / / i PROJECT INFO: i 710 EAST ROAD / CUTCHOGUE NY 11935 / SITE PLAN - (D--i-CA LE : 1/8" = 1 - O�� N PROJECT TITLE: 710 EAST ROAD LOCATION MAP PROJECT DESCRIPTION: ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 12.01 .2024 r?Heat rolfig " DRAWN BY: CURRENT DATE: JCG 02.28.2025 -`` DRAWING TITLE: `¢ SITE PLAN SHEET NO: &1a� Z5