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7988
Jan eb-v,,-t 5,652-5 etc CL ffL) i'1G ��1-1 t�1Ct{O lCt� / | Owner 8 Jan Court LLC File#: 7080 ' Address: 58525 CR48 Code: 17FA | � . Agent Info Martin O. Finnegan, Esq. P0 Box 1452 ' | K8o��uo ' k NY11952 \ � � Phone 631-315'6070 � |Fax: ' EnnoU: mfinnegon@nnrthfork.law /� \�/ / /)�J / � ` , r BOARD MEMBERS *0 SO(/j�o 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. N Office Location: G Town Annex/First Floor Nicholas Planamento Margaret Steinbugler �lij'COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov ; Z J4 ZONING BOARD OF APPEALS MA= TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20,2025 ZBA FILE: #7988 NAME OF APPLICANT: 8 Jan Court LLC PROPERTY LOCATION: 58525 CR 48, Greenport,NY SCTM No. 1000-44-2-17 SEORA 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 25 and the Suffolk County Department of Planning issued its reply dated December 18, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. Comments were attached to this application and are as follows: 1. The building is within the 100-year flood plain per the 100-500-year flood zone. 2. No stormwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. 3. . Erosion and sediment control measures should be required during and immediately after construction. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated February 14,2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department as well as the records available, it is recommended that the proposed action is INCONSISTENT with the LWRP policy standards, Policy #1 and Policy 4.1,and therefore is INCONSISTENT with the LWRP. In summary,the proposed lot coverage of 100%is not consistent with this policy. It sets a precedent for constructing habitual dwellings prone to repetitive loss in designated structural hazard area from storms, including hurricanes. Furthermore,the proposed as-built deck is residential and,therefore, is not a"water-dependent use". The structure is located entirely within the Coastal Erosion Hazard Area(CEHA)and in the FEMA"VE"Velocity Hazard Flood Zone. Structures located within these areas are subject to repetitive loss from storm events. The parcel and portion of the structure are located within the FEMA Velocity Hazard Flood zone AE 16',having a high probability of loss of the structure. Page 2, March 20,2025 #7988, 8 Jan Court, LLC SCTM No. 1000-44-2-17 It is recommended that the Board require that the deck area be redesigned to comply with the original building permit and that the purpose of the CEHA and FEMA Zones be considered to avoid and to minimize repetitive structural damage and loss with these vulnerable, high-wave energy area. A Board of Trustees Wetlands Permit was issued in 2023 (Permit 10439&10439)for a replacement bulkhead. However,based upon personal inspection of the subject property and surrounding neighborhood by Board members, the testimony by the applicant's attorney and architect at the public hearing,and the conditions of approval required herein,the Board now finds the subject action CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 12,450 square foot non-conforming parcel located in RR Zoning District.The northerly property line fronting the Long Island Sound measures 104.68 feet,the easterly property line measures 137.00 feet,the southerly property line measures 100.18 and is adjacent to County Road 48 (Middle Road), and the westerly property line measures 112.00 feet. The property is improved with a one-story frame dwelling with an attached wood deck on the seaward side and a one-story frame seasonal cottage with an attached wood deck on the seaward side as shown on the survey map prepared by Angelo Joseph Cecere, LS and dated December 30,2022. BASIS OF APPLICATION: Request for Variances from Article VII, Section 280-36 and the Building Inspector's October 18, 2024 Notice of Disapproval based on an application for a permit to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single-family dwelling, both located in the Coastal Erosion Hazard Area; at 1)dwelling located less than the code required minimum front yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 25%; 3) seasonal cottage is a non-conforming building containing a non-conforming use which shall not be enlarged,reconstructed, structurally altered or moved, unless such building is changed to a conforming use; located at: 58525 County Road 48, (Adj. to Long Island Sound) Greenport,NY. SCTM No. 1000-44-2-17. RELIEF REQUESTED: The applicant requests variances to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single-family dwelling. The proposed construction to the existing single-family dwelling is not permitted pursuant Bulk Schedule for Districts RR,which requires a minimum of front yard setback of 35 feet and maximum lot coverage of 25%. The survey shows the front yard setback at .9 feet. The survey shows the entire property seaward of the Coastal Erosion Hazard Line; therefore, it has no buildable land and lot coverage is determined to be 100%. Additionally, the proposed construction to the existing seasonal cottage, on this non-conforming lot in the RR District, is not allowed pursuant to Article XXIII, Section 280-123 which states: "A non-conforming building containing a non-conforming use shall not be enlarged,reconstructed or structurally altered or moved,except as set forth below: unless the use of such building is changed to conforming use". This project will also require Trustees approval. ADDITIONAL INFORMATION: The dwellings located along the seaward(North) side of CR 48 were primarily built prior to Zoning and many have required variance relief for improvements over the years. The applicant's attorney/agent listed prior ZBA decisions in the subject area in the Memo of Law. However,these decisions were either decided before the LWRP law and the CEHA law went into effect or were not on point with this application. The seasonal cottage has no Certificate of Occupancy (CO). A new CO will be required for both buildings, along with Southold Town Board of Trustees approval. FINDINGS OF FACT/REASONS FOR BOARD ACTION; The Zoning Board of Appeals held a public hearing on this application on March 6,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property Page 3,March 20,2025 . #7988, 8 Jan Court,LLC SCTM No. 1000-44-2-17 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 U67-b(3)(b)(1). Granting of the variance relief will not cause an undesirable change in the character of the neighborhood or a detriment to nearby properties. County Road 48 is one of two primary,heavily trafficked roads in Southold Town. In addition to residential structures,there are commercial buildings in the area. Most of the dwellings fronting on Long Island Sound along this section of County Road 48, like the subject . dwelling and cottage,generally pre-date zoning and the implementation of the LWRP and the Coastal Erosion Hazard Zone codes, and were built very close to Long Island Sound. The subject residential structures are quite dilapidated and in need of repair. In their current condition,they are an eyesore. The adjacent property to the east is a motel and restaurant. The adjacent property to the west is an open bulkheaded beach area. The applicant is planning cosmetic fixes to both dwellings to improve the aesthetic look of the buildings, including improving the roofline,and replacing old windows with new functional windows in the primary dwelling,and relocating the entry door of the cottage to a safer and more functional location on the east side of the building. (The existing cottage door faces the short driveway and conflicts with the parking of vehicles and safe ingress and egress to the cottage). The property owner recently installed a new bulkhead and plans to construct a new deck over the existing steep and dangerous concrete steps that separate the cottage and the dwelling. This new deck will serve as the platform for the new cottage entry.No increase in the footprint of either building is proposed. These renovations will be in line with other approved renovations of homes along Long Island Sound in this area. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance.The degree of pre-existing non-conformity of this property and both the subject dwelling and seasonal cottage requires variance relief for any renovation. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 97% relief from the code for the front yard setback. However, there will be no increase in the footprint, and the large flower box in the front yard will be removed. Because the entire property is within the CEHA, as are all properties on the North side of this section of County Road 48, the lot is considered to be unbuildable, thus creating a lot coverage of 100%. However,the actual lot coverage is a conforming 19.1%and the change to the relocation of the cottage front door and replacement of windows is de minimus. 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, and receive approvals from the Southold Town Board of Trustees. 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations to a seasonal cottage and single-family dwelling 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 variances as applied for, and shown the Site Plan and Architectural Drawings prepared by John C. Gramlich,Architect,and dated October 8,2024, labeled CV-1,D-1.1,A-1.1,A-1.2,A-2.1,and A-2.2. Page 4,March 20,2025 #7988,8 Jan Court,LLC SCTM No. 1000-44-2-17 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall apply to Southold Town Board of Trustees for a Wetlands Permit and/or a Coastal Erosion Management Permit and receive approval(s). 2. The applicant shall obtain new Certificates of Occupancy for both the main dwelling and the "seasonal cottage". 3. The applicant shall remove the wood planter in front of the single-family dwelling. 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 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 APPROVALS)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 ofAppeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan 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 REOUIItED 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) Qeslie Kanes Weisman, hairperson Approved for filing 3 /r?� /2025 � cl l�s Receiveo' OV 2 202 WALL TYPE LEGEND DRAWING INDEX FILE LOCATION: ing Board A gals DESCRIPTION SYMBOL KEY CONSTRUCTION PLANS NEW INTERIOR PARTITIONS D-1.1 1 ST FLR DEMOLITION PLAN-MAIN HOUSE REFER TO WALL CONSTRUCTION 1ST FLR&BASEMENT DEMOLITION PLANS-COTTAGE REVISIONS: CHART _ - �„� � � � � NEW EXTERIOR WALLS A-1.1 1ST FLR CONSTRUCTION PLAN-MAIN HOUSE NO. DATE DESCRIPTION REFER TO WALL CONSTRUCTION 1ST FLR&BASEMENT CONSTRUCTION PLANS-COTTAGE 03.28.2024 ADD SKYPLANE LINE CHART zi� A-1.2 ROOF PLAN 10.08.2024,CHANGE STORAGE ROOM REFER TO SECTIONS&PLANS FOR 2TO RECREATION ROOM 58525 COUNTY Rwuw"" 48 GREENPORT , NY 19144 ADDITIONAL MATERIALS EXTERIOR ELEVATIONS E A-2.0 EXTERIOR ELEVATIONS 4 NEW POURED CONCRETE WALL REFER TO PLAN FOR THICKNESS. A-2.1 EXTERIOR ELEVATIONS c� MATERIAL SPECIFICS - REFER TO GENERAL NOTES FOR , , .'. A-2.2 EXTERIOR ELEVATIONS EXTERIOR ALTERATIONS6 _ A-2.3 EXTERIOR ELEVATIONS 7 - NEW CONCRETE MASONRY UNIT(CMU) WALL 8 - REFER TO PLAN FOR THICKNESS. 9 REFER TO GENERAL NOTES FOR MATERIAL SPECIFICS EXISTING WALLS EXISTING FRAMED WALLS TO REMAIN. COORDINATE FINISHES ACCORDING TO WORK SCOPE NYS STATE LAW: UNAUTHORIZED ALTERATION OR NEW OPENING IN EXISTING WALLS ADDITION TO ARCHITECTURAL I EXISTING TO REMAIN WITH NEW OPNG PLANS OR SPECIFICATIONS i ADDED. REFER TO STRUCTURAL PLANS BEARING A LICENSED ARCHITECT'S II &SECTIONS FOR ADDTL INFO. '' SEAL IS A VIOLATION OF PART 69.5.B OF TITLE 8 OF THE j OFFICIAL COMPILATION, CODES I DEMOLITION RULES AND REGULATIONS ALL ITEMS&SYSTEMS BEING REMOVED __________ OF THE STATE OF NEW YORK. i SHALL BE COMPLETED IN A MANNER _ WHICH COORDINATES WITH THE INTENT -------- , OF NEW CONSTRUCTION € I� 1 � ! � � ARCHITECTS SEAL& SIGNATURE: — _. SYMBOL LEGEND { I ATTIC ACCESS PANEL 22"x30"CLEAR OPENING REFER TO <� SECTION R807 OF NYS RESIDENTIAL CODE I � t__��€ EXHAUST FAN i REFER TO SECTION R303.3 OF NYS f%LMA RESIDENTIAL CODE I I I SMOKE DETECTORREVIEWED REFER TO CODE COMPLIANCE NOTES SD } € ! 4 I ON SHEET CC-1 O DECISION .Ly_.._ I I { M CARBON MONOXIDE DETECTOR DATE _ _.__ .. _ ... .. ........ REFER TO CODE COMPLIANCE NOTES CM ON SHEET CC-1 WINDOW DESIGNATION REFER TO PLANS&SCHEDULES W101 DOOR DESIGNATION ! � 7 REFER TO PLANS&SCHEDULES ABBREVIATIONS 7 100 . ROOM NAME&NUMBER Room Name " lot 101 �J A.B. ANCHOR BOLT LNDG LANDING O 5 AFF ABOVE FINISHED FLOOR LVL LAMINATED STRAND LUMBER , O6748 LINE) WALL TYPE DESIGNATION AVG AVERAGE „ TIE FP01 ; . EM C FE. ----� M.B. MOISTURE BARRIER # 1.3►W BD BOARD MFG MANUFACTURER DETAIL&/OR ELEVATION G2' B.O. BOTTOM OF ML MICROLAM DESIGNATION 4 BSMT BASEMENT M.O. MASONRY OPENING JOHN C. GRAMLICH p HIGN WATER ' "" CONCH p ARCHITECT CJ CONTROL JOINT NIC NOT IN CONTRACT CJ CEILING JOIST esp— ' � • •� • BULKHEID WINDOWS CONIC CONCRETE O.C. ON CENTER 248 ROUTE 25A-SUITE 3066 CT COLLAR TIE EAST SETAUKET, NY 11733 F WINDOWS AS MFG BY: DH3'Ox5'0 PL HT PLATE HEIGHT TEL (631)384-1752 GRAVEL Y coANDERSEN 400 SERIES OR EQUAL DBL DOUBLE PSL PARELLEL STRAND LUMBER JCGRAMLICH@GMAIL.COM = w vJ WINDOWS ARE TO CONFORM WITH: TYP•WINDOW DJ DECK JOIST REMOVE— m u- �� DWG DRAWING RJ ROOF JOIST CLIENT INFO: ( LtJ SECTION R303 FOR LIGHT VENTILATION OPENING WOOD DECK 81 SECTION R308 FOR GLAZING SPECIFICATIONSR.O. ROUGH OPENI `\ SF) I ¢ CC) EJ EXPANSION JOINT RR ROOF RAFTER JESSICA & BRYAN • Y UNITS LABELLED AS"EGRESS"MUST MEET OR EXCEED: EL ELEVATION KARP p WOOD DECK 1 2.0 6-4 SECTION R310 FOR EMERGENCY ESCAPE&RESCUE EXIST'G EXISTING SIM SIMILAR 1 /'� /'� 0 INCLUDING: EXT EXTERIOR 58525 COUNTY RD 48 1 O.O ` STORAGE GE WOOD ' CLEAR OPEN WIDTH CLEAR OPEN AREA OOF 20"&HEIGHT OF 24" T.O. TOP OF GREENPORT, NY 11944 DECK Cp F.F. FINISH FLOOR TYP TYPICAL WINDOW DESIGNATION EXAMPLES: FLR FLOOR DH=DOUBLE HUNG C=CASEMENT P=PICTURE A=AWNING FJ FLOOR JOIST UN UNLESS NOTED J EX:DH3'Ox5'0= DOUBLE HUNG UNIT 3'-O"WIDE x 5'-0"HIGH FND FOUNDATION Cif o 1 STY. cV , PROJECT INFO: Q 22.0 f FTG FOOTING V.B. VAPOR BARRIER 714 FRA. COTT. o 9 FOVE STAIR 12.3 GATE � VERT VERTICAL s ( ) �' 5 METAL FE. ^ 58525 COUNTY RD 48 h , PROP. GLAM GLULAM VIF VERIFY IN FIELD p 1 O.Ot WOOD DECK ,�? TANK DOORS GREENPORT, NY 11944 _ p(� HDR HEADER WD WOOD 20.3'� `� 16.9 EXTERIOR FULL GLASS DOORS AS MFG BY: HORIZ HORIZONTAL {y '� ^ ANDERSEN 400 SERIES OR EQUAL +6° LOCATION MAP ("� CK LEVEL WITH DRIVEWA / ''-361�, ��" `� VUJI- (� EXTERIOR SOLID&HALF GLASS DOOR AS MFG BY: d� INT INTERIOR `�'✓ CO D DIRECTLY OVER EXIST'[ WOOD L� �J AS SELECTED BY OWNER EXT. DOOR PROJECT TITLE: p I co I . (55 SF) NO CHANGE IN LOT PLAT o Lo CODE & ZONNG & PROJECT DATA KARP RESIDENCE COVERAGE > DOORS LABELLED AS"EGRESS": ' c Y 0 MUST MEET OR EXCEED ALL EMERGENCY ESCAPE �•.- CONC. DRIVEWAY �, b+ TOWN TOWN OF SOUTHOLD PROJECT DESCRIPTION: °°""✓ / RESCUE OPENING CODE AS WINDOWS(R310) G° ``�y(A_y) o I STY o 'V/�' 6P • _�/ y RENOVE STAIR. ZONE EXTERIOR ALTERATIONS Gj M (20 SF) ---I t� DOOR DESIGNATION EXAMPLE: (_ �r FR. RES. '� INT. DCOR �'V N = 3'Ox6'8=T-0"WIDE x 6'-8"HIGH TAX MAP NUMBER PHASE: CD �.� 58525 OCCUPANCY RESIDENTIAL-SINGLE FAMILY CONSTRUCTION CD Greerlport 1N6st `VFEMA NIA ' . BUILDING AREA CALCULATIONS CHECKED BY: INCEPTION DATE: ons€,!;re:r ;s :eAZ.ictk ,., it'!ci61f FE. CONSTRUCTION TYPE 5B JCG 03.14.2023 DESCRIPTION EXIST'G NEW TOTAL N�+a�. °a`z'„I c$ yrt 0.7 W - ENERGY CODE 2020 ENERGY CONSERVATION DRAWN BY: CURRENT DATE: FIRST FLOOR HOUSE 1,321 SF 0 SF 1,321 S, CONSTRUCTION OF NYS CODE .: FIRST FLOOR COTTAGE 406 SF 0 SF 406 SF Nortft=:>rr#J�k#rid ®� REFER TO H.E.R.S. RATER DATA JCG 10.08.2024 PLANTER 1 2' GATE TOTAL LIVING AREA 1,727 SF BUILDING CODE 2020 NYS RESIDENTIAL BLDG CODE �. O DRAWING TITLE: g "p . . N HOUSE REAR DECK 1 &2 472 SF 0 SF 472 SF2020 EXISTING BUILDING HOUSE EAST SIDE STAIR 20 SF -20 SF 0 SF EXISTING BUILDING CODE COD WOOD WALL CODE OF NYS COVER UTIL. CTG DECK OVER CONICSTAIR 55 SF 0 SF 55 SF ADDITIONAL REFER TO GENERAL NOTES& DESIGN CRITERIA SHEETS FOR tk COTTAGE REAR DECK 164 SF 0 SF 164 SF NOTES,SPECS,CLIMATIC DATA, POLE 70036 > » SCHEDULES, ETC t. > tl 20 SHEET NO: 100 , 18 :p PERMITS&FILING ALL TRADES SHALL FILE FOR SITE PLAN PERMITS, PAY ALL FEES, &PROVIDE ALL NECESSARY SCALE : 1 - 10� - Oil DOCUMENTS AS REQ'D BY TIHOE & LOCAL JURISDICTION EXTERIOR DEMO NOTES FILE LOCATION: 1. REMOVE ALL EXISTING EXTERIOR SIDING&SOFFITS TO — —� Received ACCOMMODATE NEW SIDING. REMOVE EXISTING"HOUSE WRAP". REVISIONS: NOV 2 6 2024 1 1 2. REMOVE ALL EXISTING DOORS&WINDOWS AS SHOWN. --- NO. DATE DESCRIPTION . _____ 3. REMOVE ALL EXISTING ROOFING t•g _ ..—.._.__.-___.—._.._. .__�._i Zoning Boares of Appeals I I � 03.28.2024 ADD SKYPLANE LINE ---- --------- 4. REMOVE ALL EXISTING ROOF GUTTERS,SCUPPERS& Ezis LEADERS. (:MANGE STORAGE ROOM - - 2 10.08.2024 TO RECREATION ROOM 5. REMOVE ALL EXISTING EXTERIOR LIGHTS&THE LIKE. - �- � _J _J _J _J I � ,'' ------- ------� DEMOLITION GENERAL NOTES 5 - --; - �' � .__.Ext._Deck____..__� 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING IIII REMOVE EXIST'G WINDOWS I �' � '""--I ALL PHASES OF DEMOLITION&CONSTRUCTION- IIII &DOOR.PREPARE FOR NEW -- i ExjsYg. i CONTRACTORS MUST DISPOSE OF DEBRIS OFF SITE LEGALLY. _ ------- i II -- ----- 7 IIII DOORS&WINDOWS _ ________ 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS III REMOVE EXIST'G WINDOW FOR REMOVE EXIST'G WINDOW TO--III j j � —"-- `� RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE $ — NEW WINDOW FRAME&CLOSE UP OPNG I----------- __ I OWNER/ARCHITECT PRIOR TO COMMENCING WORK. I I I I ----------- , -- — g - —�a 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. ---------- I I REFER TO GENERAL NOTES SHEET FOR ADDITIONAL I I f REQUIREMENTS. I I I ——— — -------------------- ------------------------------ 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL I WORK WITH THE G.C.&EACH RESPECTIVE TRADE.ALL NYS STATE LAW: REMOVE EXIST'G WINDOWS DISCREPENCIES ARE TO BE VERIFIED W/THE ARCHITECT. &DOOR.PREPARE FOR NEW I. DOORS 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE UNAUTHORIZED ALTERATION OR I ADEQUATELY PROTECTED DURING ALL PHASES OF ADDITION TO ARCHITECTURAL CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR PLANS OR SPECIFICATIONS REMOVE PORTION EXIST'G REMOVE PORTION EXIST'G —� REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE WALL FOR NEW WINDOW OPNG WALL FOR NEW DOOR OPNG I /� SATISFACTION OF THE ARCHITECT. BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART ....--____- —_—_--._--.___._ _ _ I.___ �� REMOVE PORTION E 6. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED 69.5.E OF TITLE 8 OF THE Ext. WALL FOR NEW WINDOW — — --- q STRUCTURAL SHORING SHOWN OR NOT SHOWN ON OFFICIAL COMPILATION, CODES, WINDOW OPNG DRAWINGS.ALL NEW OPENINGS WITHIN EXISTING WALLS RULES AND REGULATIONS Exist' SHALL BE EXECUTED IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. OF THE STATE OF NEW YORK. ,p III i i i i Ir ; — -- } 7. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT \ II II II II I -- L—REMOVE ROOF JOISTS ABOVE EXISTING SPACES&ITEMS. ARCHITECT'S SEAL&SIGNATURE: 8. EXISTING ELECTRICAL,MECHANICAL,&PLUMBING ITEMS NOT II II II II II I __ _ REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED �(�,1�D A _ _ L L L I- L I , — —————— CONTRACTORS . 'C 7122=zm -11 ( ) ,,�c� � � h► REMOVE EXIST'G WINDOW TO REMOVE EXIST'G DOOR TO- ? �Cti FRAME&CLOSE UP OPNG FRAME&CLOSE UP OPNG REMOVE PORTION EXISTG REMOVE PORTION EXIST'G 9. CONTRACTORS SHALL TAKE CAUTION DURING REMOVAL TO �� �O C� A WALL&EXIST'G DOOR FOR WALL&EXIST'G DOOR& PRESERVE ADJACENT FINISHES,AS WELL AS ELECTRICAL, NEW WINDOW OPNG WINDOW FOR NEW DOOR OPNG MECHANICAL,&PLUMBING ITEMS.REMOVE EXIST'G FRAMED WALLS 'k ©© &FINISHES IN THIS AREA TO RESTORE AREA BACK TO IIII ORIGINAL STORAGE TYPE USE ©© FINAL MAP FOFN�W REMOVE PORTION EXIST'G REVIEWED BY Z BA —— — —=EMOVE WALL FOR NEW DOOR OPNGDECISION#0 I r==�� DATED : EXIST'G WINDOW TO= I tt AA CLOSE UP MASONRY OPNG �i� I II ,°'�'""�°• �•----R I �� \� I II :Y � IIII EMOVE EXIST'G WINDOW TO REMOVE EXIST'G WINDOW TO— CLOSE UP MASONRY OPNG CLOSE UP MASONRY OPNG f,. REMOVE EXIST'G DOOR T y FRAME&CLOSE UP OPNG Unfinished Cellar O I REMOVE EXIST'G WOOD � O REMOVE PORTION EXIST G I — I Exist g 6 WALL&EXIST'G WINDOW FOR I FRAMED LANDING&STEPS REMOVE EXIST'G DOOR NEW WINDOW OPNG J FOR NEW DOOR JOHN C. GRAMLICH IIII ARCHITECT o REMOVE PORTION EXIST'G _V WALL FOR NEW WINDOW OPNG 248 ROUTE 25A-SUITE#3066 EZZ2 EAST SETAUKET, NY 11733 TEL (631)384-1752 JCGRAMLICH@GMAIL.COM EMOVE EXIST'G WINDOW TO REMOVE EXIST'G WINDOW' REMOVE EXIST'G WINDOW TO REMOVE EXIST'G WINDOW FOR REMOVE PORTION EXIST'G CLIENT INFO: IIII--R ��11 CLOSE UP MASONRY OPNG CLOSE UP MASONRY OPNG FRAME&CLOSE UP OPNG NEWWINDOW WALL&EXIST'G WINDOW FOR J ESS I CA & B RYAN NEW WINDOW OPNG N KARP FIRST FLOOR DEMO PLAN 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT INFO: 58525 COUNTY RD 48 2 C TTAG E C E L LA R D E M O PLAN GREENPORT, NY 11944 PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS _ REMOVE ROOF&STRUCTURE PHASE: CONSTRUCTION (CD) REMOVE DOOR CHECKED BY: INCEPTION DATE: JCG 03.14.2023 �-i r, s-� REMOVE WINDOW 'i � I i�i I IIV//M/ II Ilp-�-•- I I DRAWN BY: CURRENT DATE: IILj II V %; II I JCG 10.08.2024 Gl� REMOVE WINDOW II I REMOVE WINDOW �r!/� � LL =— _ � I DRAWING TITLE: REMOVE WINDOW I 1ST FLOOR DEMOLITION PLAN SHEET NO: 3 NORTH ELEVATION DEMO NOTES FILE LOCATION: STAIRS STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL Receive STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN REVISIONS: ACCORDANCE WITH NYS BUILDING CODE. -_---_..-___---._,. -_.-__-..___.,--_-.-,-_----._--___-----_-_._ NO. DATE DESCRIPTION Nov 2 6 2024 DIMENSIONS FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF DRAWINGS. ADD SKYPLANE UNE ' I I 03.28.2024 FIRE BLOCKING CHANGE STORAGE ROOM Zoning f30aro 0t Appeals r------� PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR lO.O8.2024 ` --- .-- -'EXt:-Cottage'-De-ck-T-"-""-""_-" ---- CODE REQUIREMENTS 2 TO RECREATION ROOM I I Exist'g r------� DRAFT STOPPING 3 ------------� PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR �--- ----- - - - -- l_ CODE REQUIREMENTS 4 SLIP RESISTAN WALKING SURFACES ] ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE I --- ------ ---------- - { j - - - j MATERIALS&CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS 6 - � -" -- - I BEING SLIP RESISTANT.ARCHITECT RECOMMENDS THAT ALL j--- --------j WALKING SURFACES BE OF A TEXTURE TO PROVIDE A SAFE PATH OF 7 _ TRAVEL - A 1 Ext._.Deck 2 8 Exist'g, 9 V I' � �-----------� � _�.....__._..._-__� WINDOW NOTES DATED: - ------------� i ._�..�..._...,-_i D I I I D r___________� i '--- I 1. ALL WINDOWS ARE TO BE AS SPECIFIED IN SCHEDULES -3.0 I I I -3 0 I 1 i _ I 2. GC SHALL ASSIST THE ARCHITECT&OWNER IN THE SELECTION ------------ ---- T OF COLOR, HARDWARE,GLAZING, ETC. r � --- - ----1 2.1. PROVIDE SELECTION OPTIONS TO THE ARCHITECT NYS STATE LAW: ----------- I I - -- --� 2.2. ALL ITEMS REQUIRE ARCHITECT&OWNER APPROVAL. r------------ I 3. GC SHALL PROVIDE SHOP DRAWINGS FOR EVERY WINDOW NEW FRAMED DECK SHALL BE INSTALLED I DIRECTLY OVER THE EXIST'G RCONC STAIR 1 1ECGL�f[31=17 00R 10'0xfi'82'�� UNAUTHORIZED ALTERATION OR I St d10 _____ _____________ __________________ ___ � __ PROVIDED FROM THE WINDOW MANUFACTURER. Ex st'g BULKHEAD WITH NO ADDITIONAL ( 3.1. GC SHALL THOROUGHLY REVIEW SHOP DRAWINGS PRIOR TO ADDITION TO ARCHITECTURAL DISTURBANCE TO THE GROUND.NO CHANGE 1 ISSUING SHOP DRAWINGS TO ARCHITECT FOR APPROVAL. PLANS OR SPECIFICATIONS -- --- IN LOT COVERAGE.DECK SHALL BE WOOD I 4. ALL WINDOWS SHALL BE INSTALLED WITH THE FOLLOWING BEARING A LICENSED ARCHITECT'S FRAMED WITH COMPOSITE DECKING 1 COMPONENTS AS REQUIRED BY THE MANUFACTURER: SEAL IS A VIOLATION OF PART _ SURFACE&6'0"H PRIVACY FENCE RAILING. i ( 4.1. WRB-WEATHER RESISTANT BARRIER(HOUSE WRAP) 69.5.E OF TITLE 8 OF THE REFER TO ELEVATIONS&SECTIONS 4.2. PANNING MATERIAL- FLEX/METAL OFFICIAL COMPILATION, CODES, I � - I - `� _ I 4.3. FLASHING MATERIAL-TAPE 1 4.4. INSULATION-REFER TO ENERGY DETAILS,SHEET CC-1 RULES AND REGULATIONS N U I gyp+ 1 ___ -__ ___- _ -B I B 4.5. SEALANT-REFER TO ENERGY DETAILS, SHEET CC-1 OF THE STATE OF NEW YORK. j - - -- - - 0 PO 5. ALL GLAZING SHALL COMPLY WITH SECTION R308 NYS BUILDING CODE -. Deck _- ; ; Ext._,-Deck 1. I 6. ALL GLAZING SHALL BE IDENTIFIED PER SECTION R308 NYS ARCHITECT'S SEAL&SIGNATURE: Kitchen 1 1 Exlstg BUILDING CODE 1" Exist'g _ -- ALL GLASS TO BE A MIN.OF INSULATED LOW-E, DOUBLE PANE _ipWdr-1 ® �-- I '� - -- - j I 7. GLASS, UNLESS OTHERWISE SPECIFIED. A�DAR IL8. THE FOLLOWING GLAZING SHALL BE TEMPERED rG C �C Exist'g _ I i C- --- --- - ° j 8.1. ALL SKYLIGHTS O CD 1 1 _3;0 8.2. WINDOWS WITHIN 18"OR LESS OF FINISHED FLOOR,AND aO • HAVE AN INDIVIDUAL PANE OF GLASS 9 SF OR LARGER,AND C) O o _ P10'Ox3'8 - x I HAVE THE TOP EDGE OF GLASS 36"OR MORE ABOVE THE --- I FINISHED FLOOR,AND ARE ADJACENT TO A WALKING SURFACE SHALL BE TEMPERED GLASS, UNLESS OTHERWISE NOTED. \ 1 I 8.3. WINDOWS IN TUB/SHOWER ENCLOSURES. 9. ALL WINDOWS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH o Ox NE� ' Recreation Room MANUFACTURER'S SPECIFICATIONS. xi 10. ALL WINDOWS TO BE CAULKED AND SEALED IN ACCORDANCE (D 01 WITH NYS ENERGY CODE. TOP OF DECK LE EL 1 Kitchen at-in-Kitchen SD 11. PROVIDE FLASHING PANS UNDER ALL WINDOWS,OR ANY OTHER WITH TOP OF o I x�E stgg- xlstg " =-- '� -----= io ©©I I TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN EXTERIOR SURFACE. /'� DRIVEWAY x Living Rm Q. \ 12. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 1 Exist'g ( GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ` j \ EXIST'G INSULATED 13. ALL WINDOWS SHALL MEET A DESIGN PRESSURE EXCEEDING DEMISING WALL VALUES IN TABLE 301.2(2)OF 2020 NYS BUILDING CODE. LO ! a I I N I WINDOWS 107 WINDOWS AS MFG BY: -pall - - - - - - - - - AS NOTED IN SCHEDULES xlstg D I I I WINDOWS ARE TO CONFORM WITH: TYP.WINDOW I I SECTION R303 FOR LIGHT VENTILATION -I- - - - ( SECTION R308 FOR GLAZING SPECIFICATIONS UNITS LABELLED AS"EGRESS"MUST MEET OR EXCEED: I , O CI/I I SECTION R310 FOR EMERGENCY ESCAPE&RESCUE I I INCLUDING: JOHN C. GRAMLICH Cn X g o I / CLEAR OPEN AREA OF 5.7 s ft " t> wv LPL J O Bath-1 q ARCHITECT Dining CLEAR OPEN WIDTH OF 20"&HEIGHT OF 24" wN Exist'g wv I Rm WINDOW DESIGNATION EXAMPLES: --- 248 ROUTE 25A-SUITE#3066 Bedrm-1 Exist'g DH=DOUBLE HUNG C=CASEMENT P=PICTURE A=AWNING 1 I EAST SETAUKET NY 11733 - - ram. »- = + �• ,, EX: DH3'Ox5'0=DOUBLE HUNG UNIT 3'-0"WIDE x 5'-0"HIGH A Exist'g �o I o TEL(631)384-1752 -3 0 CI ® N 3 0 DOOR NOTES JCGRAMLICH@GMAIL.COM Exist' I U / 1. ALL DOORS ARE TO BE AS SPECIFIED IN SCHEDULES CLIENT INFO: ❑ ❑ I 2. GC SHALL ASSIST THE ARCHITECT&OWNER IN THE SELECTION JESSICA & BRYAN OF COLOR, HARDWARE,GLAZING, ETC. 2.1. PROVIDE SELECTION OPTIONS TO THE ARCHITECT ALL KARP XIST�G CMU '+': `::°. '`:`�- '' '-� I ITEMS REQUIRE ARCHITECT&OWNER APPROVAL. - C2'4x5'0 C24x5'0 C '4x5'0IL] 3. GC SHALL PROVIDE SHOP DRAWINGS FOR EVERY DOOR -C \I PROVIDED FROM THE WINDOW MANUFACTURER. 58525 COUNTY RD 48 3.1. GC SHALL THOROUGHLY REVIEW SHOP DRAWINGS PRIOR GREENPORT, NY 11944 -3.0 TO ISSUING SHOP DRAWINGS TO ARCHITECT FOR Planting Area APPROVAL. Exist'g 4. ALL DOORS SHALL BE INSTALLED WITH THE FOLLOWING COMPONENTS AS REQUIRED BY THE MANUFACTURER: 4.1. WRB-WEATHER RESISTANT BARRIER(HOUSE WRAP) PROJECT INFO: D D 4.2. PANNING MATERIAL- FLEX/METAL -3.0 -3.0 4.3. FLASHING MATERIAL-TAPE 58525 COUNTY RD 48 4.4. INSULATION-REFER TO ENERGY DETAILS, SHEET CC-1 4.5. SEALANT-REFER TO ENERGY DETAILS, SHEET CC-1 GREENPORT, NY 11944 5. ALL GLAZING SHALL COMPLY WITH SECTION R308 NYS BUILDING CODE Unfinished Cellar 6. ALL GLAZING SHALL BE IDENTIFIED PER SECTION R308 NYS xlstg BUILDING CODE �O THERWISE SPECIFIED. 7. ALL GLASS TO BE A MIN.OF INSULATED LOW-E, DOUBLE PANE �+ 8. ALL DOOR SHALLOBE TEMPERED GLAZING PROJECT TITLE: 9. ALL DOORS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH KARP RESIDENCE RST LO O R PLAN MANUFACTURER'S SPECIFICATIONS. I � 10. ALL DOORS TO BE CAULKED AND SEALED IN ACCORDANCE WITH PROJECT DESCRIPTION: NYS ENERGY CODE. EXTERIOR ALTERATIONS SCALE : 1/4" = 1' - 0" 11. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS„ OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN PHASE: EXTERIOR SURFACE. 12. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED 13. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CONSTRUCTION (CD) GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. CHECKED BY: INCEPTION DATE: 14. ALL DOORS SHALL MEET A DESIGN PRESSURE EXCEEDING JCG 03.14.2023 VALUES IN TABLE 301.2(2)OF 2020 NYS BUILDING CODE. DRAWN BY: CURRENT DATE: FINISHES BY OTHERS JCG 10.08.2024 ALL FINISHES ARE SELECTED BY OWNER or OWNER'S DRAWING TITLE: REPRESENTATIVE U.N.O.ON THE PLANS. FINISHES ARE INCLUSIVE 1ST FLOOR PLAN OF BUT NOT LIMITED TO: • FLOORS:CARPET,TILE,WOOD FINISHES, ETC N • WALLS: PAINT,COLOR • CEILINGS: PAINT,COLOR, SUSPENDED GRIDS • MOULDINGS&CASINGS:COLOR&TYPE COTTAGE MILLWORK: DESIGN, STYLE,COLOR,MATERIALS SHEET NO: CELLAR PLAN DOORS: COLOR,STYLE, HARDWARE COLOR&STYLE • KITCHEN CABINETS,COUNTERS • APPLIANCES • PLUMBING FIXTURES:TOILETS, BATHS,SHOWERS,SINKS,ETC • PLUMBING ACCESSORIES: FAUCETS,TOWEL RACKS&THE LIKE I -7���%' PITCH ROOF COMPONENTS R-1 FILE LOCATION: G'CCIVed MATERIAL DESCRIPTION STANDING SEAM ASPHALT SHINGLES REVISIONS: - - -- - -� � - _ - - - - -I NOV 292024 DECKING 1/2"PLYWOOD SHEATHING NO. DATE DESCRIPTION Zoning Board at Appeals ADD SKYPLANE LINE � VENTILATING& 30#ROOF FELT OR APPROVED ALTERNATE 3.28.2024 UNDERLAYMENT zi � 10.08.2024 CHANGE STORAGE ROOM ICE&WATER SHIELD SELF ADHERING 2 TO RECREATION ROOM I I 3 - METAL FLASHING ALUM 26 GA DRIP EDGE ALUM 24GA 5 GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA 6 I I. 11 II Li - I I 11 _ II PITCH ROOF NOTES 8 - l66i �I liI GC SHALL INSTALL A PITCHED ROOF SYSTEM IN ACCORDANCE WITH 9 THE PITCH ROOF COMPONENTS MATERIAL SCHEDULE. n I II II it ROOF SHALL PITCH AS NOTED ON DRAWINGS I—-—_— I� PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS II II �-----� Ij- �I w I I I I PITCH ROOF IS A VENTED ROOF VIA SOFFIT VENTS&RIDGE VENT NYS STATE LAW: 6:12 Q 6:12 Ir'---'- UNAUTHORIZED ALTERATION OR =0 V I ADDITION TO ARCHITECTURAL EXIST G EXIST'G 1, I ICE BARRIER PLANS OR SPECIFICATIONS UU) U BEARING A LICENSED ARCHITECT'S W li I I PROVIDE ICE BARRIER NOT FEWER THAN(2)LAYERS OF SEAL IS A VIOLATION OF PART UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERING 69.5.B OF TITLE 8 OF THE li 7:12 7:12 I I POLYMER-MODIFIED BITUMEN. ICE BARRIER SHALL EXTEND FROM OFFICIAL COMPILATION, CODES, Ii w I I THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS RULES AND REGULATIONS I I THAN 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING,36" Ir - - - - - - --- -- - - o_ FOR 8/12 PITCH(R905.1.2) OF THE STATE OF NEW YORK. II — — I II I i TWO LA,Es of un►tEMA*rrrE►vrr ARCHITECT'S SEAL&SIGNATURE: I I ROOF DECK CEMENTED TOGETHER OR WATERPROOFING MEN RANE ED A I i �- -_� II c = -' I I I RAFTER (- C - - - ] .._.- __._. it II II 1I t �'� 0,705rt � - 1IOF NEy`I 7:1I2 1 1 7:12 11 2r Mitt �I H I I w LI I I 1 1 —V i CXMIOR WALL— (D 11 I � 11 jl 04 co I I I I I Li I;77 y -, _ Li W II � I1 ______�— ______- - - I 1 w II I I i i I coI I F1 EXI ST G RIDGE II w II � � Io I1 I � H- - - - - - - - - I 1 I I . , > err Ir - - - - - - - - - - - - - - - ��� r�__ _=±_3------________ ________� I II I I F- 1 II A� y � Em Li 77 P_ II I II II II XI L - J I I I w I I I I JOHN C. GRAMLICH w 1 — 1 II I II II ARCHITECT LF FINAL MAP 1 L — _ � 1 1 I I I I I M~� 248 ROUTE 25A- 1 7:12 w 11 7:12 Li REVIEWED B EAST SETAU KET, NY 1E173366 F1 � 1 I �► DECISFON.�# :77 TEL (631)384-1752 I I L1 I I I I I 1 1 DAT E D: JCGRAMLICH@GMAIL.COM II it II I F, II II II I II II CLIENT INFO: L-L - = -� J _ L _ _ J I JESSICA & BRYAN- - T 7 - - - - - - - - - - - KARP 58525 COUNTY RD 48 GREENPORT, NY 11944 N PROJECT INFO: (14ROOF, PLAN58525 COUNTY RD 48 ALE . 1/4 - 1 - 0 GREENPORT, NY 11944 PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 03.14.2023 DRAWN BY: CURRENT DATE: JCG 10.08.2024 DRAWING TITLE: ROOF PLAN SHEET NO: Aml ■ Received / NOV 2 6 2024 \ FILE LOCATION: Zoning Board of Appear \ \ / \ REVISIONS: \ / NO. DATE DESCRIPTION P \\ 1 ADD SKYPLANE LINE i 03.28.2024 10.08.2024 CHANGE STORAGE ROOM TO RECREATION ROOM 3 - / / _ 7 10.0' 16.9 I NYS STATE LAW: 1 IIIH It It Iti UNAUTHORIZED ALTERATION OR ADDITION TO _.._...... ......_.__.,........_..._...__._.__.,_..,....._._._._.._...._.,.._............................. .. ARCHITECTURAL -- - PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE SOUTH ELEVATION - COTTAGE �Sca� OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. ARCHITECT'S SEAL& SIGNATURE: PROPOSED D'aRC i �,7805� r2' FINAL MAP '�,�� � OF NEB \ REVIEWED BY ;SBA INDICATES ROOF \\� DECISION# MODIFICATION. SEE \� DATED PROPOSED ELEVATION \��/ C�F l ' I JOHN C. GRAMLICH I I ARCHITECT 10 0� I 16.�' I 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL (631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN KARP SOUTH ELEVATION - COTTAGE SOUTH ELEVATION - MAIN HOUSE 58525 GREEN ORTYY 1 48 1 1 GREENPORT, NY 11944 PROJECT INFO: EXISTING 58525 COUNTY RD 48 GREENPORT, NY 11944 1A 1 PROJECT TITLE: KARP RESIDENCE 2 PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: ❑ 2 JCG 03.14.2023 -2. DRAWN BY: CURRENT DATE: JCG 10.08.2024 DRAWING TITLE: 1 EXTERIOR -2. Q IL ELEVATIONS N SHEET NO: 1 KEY PLAN FILE LOCATION: Received \ ' \ s 2024 NOV 2 6 \ `- REVISIONS: i \ � Zoning 80al l or A NO. DATE DESCRIPTION / I \ ADD SKYPLANE LINE 03.28.2024 <X2 10.08.20 CHANGE STORAGE ROOM 24 TO RECREATION ROOM /' ► \ " I 3 - �' 4 - � I \ 16.9' 10.01 NYS STATE LAW: UNAUTHORIZED ALTERATION OR Hil I ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.8 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. NORTH ELEVATION�- MA�IN1 HOUSE NORTH ELE WA�TlON�- COTTAGE ARCHITECT'S SEAL& SIGNATURE: REAR p ,SAE ARC PROPOSED \ 03805'1 OF NEB i' INDICATES ROOF \\�/ MODIFICATION, SEE PROPOSED ELEVATION � �� ���� \ FINAL MAP REVI E -:D BY Z BA \ DAT JOHN C. GRAMLICH ARCHITECT 16.9' i 10.01 EAST SETAUKET NY SUITE 66 733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN KARP 58525 COUNTY RD 48 GREENPORT, NY 11944 NORTH ELEVATION �- MW Wl OUSE NORTH ELEVATION - COTTAGE REAR PROJECT INFO: 58525 COUNTY RD 48 GREENPORT, NY 11944 1A 1 -2.1EXISTI 'N'kOG -2.1 PROJECT TITLE: KARP RESIDENCE _-. 2 PROJECT DESCRIPTION: 1 N.3 EXTERIOR ALTERATIONS 1 2 1 PHASE: CONSTRUCTION (CD) ~i CHECKED BY: INCEPTION DATE: ❑ ❑ 2 JCG 03.14.2023 -2' DRAWN BY: CURRENT DATE: 1 A --- --- = JCG 10.08.2024 , Id `'' DRAWING TITLE: 1 EXTERIOR -2. ELEVATIONS N SHEET NO: 1 KEY PLAN e � '[ ge ReCeived \ FILE LOCATION: NpV 2 6 2024 \ \ I \ ,(� REVISIONS: \ V Z.an�nc.� '�3UFi pf fopeats \ NO. DATE DESCRIPTION \\ 3.28.2024 ADD SKYPLANE LINE 2 10.08.2024 CHANGE STORAGE ROOM TO RECREA'ION ROOM Olt 4 - 5All - t E O NYS STATE LAW: C I I E � I I I UNAUTHORIZED ALTERATION OR m ADDITION TO ARCHITECTURAL I ( ! PLANS OR SPECIFICATIONS € I SEAL IS A VIOLATION OF PART BEARING A LICENSED ARCHITECT'S 4111 = 1 [,F 3 69.5.B OF TITLE 8 OF THE LLFOFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. EAST ELEVATION - MAIN HOUSE WEST ELF - - ATION MAIN HOUSE )1 .2 ARCHITECT'S SEAL& SIGNATURE: SCALE : 1/4 1 - 0 R.SIDE SCALE : 1/4„ — 1, - 0 L.SIDE vED ARC FINAL MAP � � REVIEWED BY7BA PROPOSEDDECISION# ���� \\ DATE D 0 `P�.��, \ I 4$'pP NEW \ s INDICATES ROOF MODIFICATION. SEE PROPOSED ELEVATION INDICATES ROOF MODIFICATION. SEE PROPOSED ELEVATION\4 - - - - -- - - - - - - - � - - - - - -i I - - - - - - - - - - - - I I \ 1A I INDICATES ROOF INDICATES ROOF MODIFICATION. SEE MODIFICATION. SEE PROPOSED ELEVATION PROPOSED ELEVATION r �- - - - - - - - - - - - - - -I - - - - - - - - - - - - - I I J L JOHN C. GRAMLICH ARCHITECT 248 ROUTE 25A-SUITE#3066 O EAST SETAUKET, NY 11733 I TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN KARP 58525 COUNTY RD 48 GREENPORT, NY 11944 !, )1 .2 PROJECT INFO: 2 EAST ELEVATION - MAIN HOUSE WEST ELEVATION - MAIN HOUSE 58525 COUNTY RD48 GREENPORT, NY 11944 EXIST11\4G - PROJECT TITLE: ------ F9 KARP RESIDENCE 2 PROJECT DESCRIPTION: 1 -2.3 - EXTERIOR ALTERATIONS 1 -2 1 PHASE: -2.3 CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: -- El 2 JCG 03.14.2023 ❑ -2. DRAWN BY: CURRENT DATE: JCG 10.08.2024 DRAWING TITLE: 1 EXTERIOR -2. DUO ELEVATIONS N SHEET NO: II 1 KEY PLAN --7 FILE LOCATION: s� I Received `\ N NOV 2 6 2024 � `� REVISIONS: NO. DATE DESCRIPTION Zoning Boara of Appeals 3.28.2024 ADD SKYPLANE LINE CHANGE STORAGE ROOM f� 2 10.08.2024 TO RECREATION ROOM \ ,\ I 4 - 6 - 8 - NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS I BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, PROPOSED DECK DIRECTLY OVER RULES AND REGULATIONS EXIST'G CONC STAIRS (STAIRS TO OF THE STATE OF NEW YORK. BE ABANDONED)(NO CHANGE IN LOT COVERAGE) ARCHITECT'S SEAL& SIGNATURE: EAST ELEVATION - COTTAGE WEST ELEVATION - COTTAGE FINAL SAP DaR� CA " - ' - " REVIEWED Y ZBA S : 1/4 - 1 0 L.SIDE of DECISION# 41gi;�g \ DATED: I =� 90=2- P. PROPOSED FOF NEB F Al I JOHN C. GRAMLICH 25.0' ARCHITECT 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 TEL(631)384-1752 — JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN - - - - - - - - - - - - - - -- - KARP 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT INFO: 2 EAST ELEVATION - COTTAGE WEST ELEVATION - COTTAGE 58525 COUNTY RD48 GREENPORT, NY 11944 EXISTING 1A 1 NA-2.IF PROJECT TITLE: KARP RESIDENCE 2 PROJECT DESCRIPTION: 1 -2.3 EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: ❑ 2 JCG 03.14.2023 El -2' DRAWN BY: CURRENT DATE: 1 A --- --- - JCG 10.08.2024 -------------- --------------- DRAWING TITLE: 1 EXTERIOR -2. ELEVATIONS N SHEET NO: 1 KEY PLAN A 1=2 J-13-1 ^ MAILING ADDRESS: C CE LOCATION: Q� .. P.O.Box 1179 Jt / ,Town Hall Annex 437 55 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) G� �; Telephone:631765-1938 y(f Southold,NY 11971 �' ►� �O LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD Received MEMORANDUM FEB 1-4 2025 To: Leslie Weisman,Chair Zoning Board Of AppaajS Members of the Zoning Board of Appeals -q From: Mark Terry,AICP 1 Assistant Town Planning Director LWRP Coordinator Date: February 14,2025 Re: LWRP Coastal Consistency Review for ZBA File Ref 8 JAN COURT,LLC-#7988 SCTM 1000-44-2-17. 8 JAN COURT, LLC #7988 - Request for Variances from Article VII, Section 280-36 and the Building Inspector's October 18, 2024 Notice of Disapproval based on an application for a permit to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single family dwelling, both located in the Coastal Erosion Hazard Area; at 1) dwelling located less than the code required minimum front yard setback of 35 feet; 2)more than the code permitted maximum lot coverage of 20%; 3) seasonal cottage is a nonconforming building containing a nonconforming use which shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use; located at: 58525 County Road 48, (Adj, to Long Island Sound)Greenport,NY. SCTM No. 100044-2-17. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available to me,the proposal is recommended as INCONSISTENT with the below LWRP policies. A Board of Trustees Wetlands Permit was issued in 2023 (Permit 10439& 10439)for a replacement bulkhead. 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. The structure does not enhance community character and sets a precedent on lots in the neighborhood and within the community. The proposed lot coverage of 100% is not consistent with this policy.It sets a precedent for constructing habitual dwellings prone to repetitive loss in designated structural hazard areas from storms, including hurricanes. Policy 4.1. Minimize losses of human life and structures from flooding and erosion hazards. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development that is not water-dependent as far away from coastal hazard areas as practical. b. Avoid hazards by siting structures to maximize the distance from Coastal Erosion Hazard Areas. The proposed as-built deck is residential and, therefore, is not a "water- dependent use". The structure is located entirely within the Coastal Erosion Hazard Area(CEHA). Further,the structure is also located within the FEMA"VE"velocity hazard flood zone designation. Structures located within these areas are subject to repetitive loss from storm events. The parcel and portion of the structure are located within the FEMA Velocity Hazard flood zone AE 16'. The probability of loss of the structure is high. It is recommended that the Board require that the deck area be redesigned to comply with the original building permit and that the purpose of the CEHA and FEMA Flood Zones be to avoid and minimize repetitive structural damage and loss within these vulnerable,high-wave energy areas. What is a seasonal cottage use? Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney COUNTY OF SUFFOLK EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER December 18, 2024 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal He Number 8 Jan Court, LLC #7988 Comment: 1. The building is within the 100-year flood plain per the 100-500-year flood zone. 2. No stormwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. . 3. Erosion and sentiment control measures should be required during and immediately after construction. Very truly yours, A"A I e C5_"2y� By Christine DeSalvo Joseph E. Sanzano, Planning Director JES/cd Division of Planning &Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2nd FI ■ P.O.BOX 6100 m.HAUPPAUGE,NY 11788-0099■ (631)853-5191 `_ L FORM NO. 3 Received TOWN OF SOUTHOLD BUILDING DEPARTMENT NOV 2 6 2024 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: July 23,2024 RENEWED: October 18,2024 TO: 8 Jan Court LLC 41 Brayton Court North South Setauket,NY 11720 Please take notice that your application dated October 3,2023: For permit to:construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single-family dwelling at: Location of property: 58525 CR 48,Greenport,NY County Tax Map No. 1000- Section 44 Block 2 Lot 17 Is returned herewith and disapproved on the following grounds: The proggsed construction to the existing 'n le-famil dwelH P-isnotiDermitted ursuant Bulk Schedule for Districts RR. w ' ' s a minimum front yard setback of 35 feet and maximum lot coverage of 25%. The survey shows the front yard setback at.9 feet. The survey shows the entire property seaward of the coastal era ' n hazard line; therefore,it has no buildable land and a lot coverage of 100%& Additionally, the proposed construction to the existing seasonal cottaa ,on this non- conforming lot in the RR District,is not allowed purs`u"an to rticle XXIII, Section 280- 123 which states: "A non-conformingbuilding uilding containing a non-conforming use shall not be enlarged, reconstructed or structurally altered or moved exce t asset forth below: unless the use of such buildingis changed to a conforming use." Received Nov 2 6 2024 The proposed construction to the existing seasonal cottage is categorized as an Alteration-Level 2 pursuant 2020 Existing Building Code of New York StateAg,VAOQoara of Appeals 603. This project will require Trustees approvals. You may apply to them directly at this time. Authoriz&d Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r ,.I APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS-11 Er AREA VARIANCE Received House No.58525 Street COUNTY ROAD 48 Hamlet GREENPORT NOVI-M4 SCTM 1000 Section:044.00 Block:02.00 Lot(s) 0 17.000 Lot Size: 12,450SF Zone RR Zoning Board f Appeals I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 10/18/2024 BASED ON SURVEY/SITE PLAN DATED 03/14/2023 Owner(s):8 JAN COURT LLC Mailing Address: 41 BRAYTON COURT NORTH, SOUTH SETAUKET, NY 11720 Telephone: 631-839-2328 Fax: N/A Email: BOYSMA1015@GMAIL.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: MARTIN D. FINNEGAN, ESQ. for 6 Owner( ) Other: Address: PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Telephone: 631-315-6070 Fax: N/A Email: MFINN EGAN@NORTHFORK.LAW Please check to specify who you wisp correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), M Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 03/14/2023 and DENIED AN APPLICATION DATED 10/03/2023 FOR: (A 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: 123 &236 Type of A peal. An Appeal is made for: (V�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, (\4 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 off ce for assistance) Page 2, Area Variance Application Revised 6/2023 Received REASONS FOR APPEAL NOV 2 6 2024 (Please be specific, additional sheets may be used with preparer's signature notarize d): Zoning Board of Appeals 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted, because: SEE ATTACHED NARRATIVE. 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: SEE ATTACHED NARRATIVE. 3. The amount of relief requested is not substantial because: SEE ATTACHED NARRATIVE. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHED NARRATIVE. 5. Has the alleged difficulty been self created? { } Yes,or { } No Why: SEE ATTACHED NARRATIVE. • Are there any Covenants or Restrictions concerning this land? 1V4 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. 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 on terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSU OMPLIAN E WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this . 5 day ANNALISE OUELLETTE of NOVEMBER 2024 NOTARY PUBLIC-STATE OF NEW YORK No.01OU6409457 Qualified,in Suffolk County Notary Public My Commission Expires 09-28-2028 ATTACHMENT TO AREA VARIANCE APPLICATION pl§ceived 8 JAN COURT LLC Nov 2 6 2024 REASONS FOR APPEAL: Zoning Board of Appeals The Applicant is appealing the Building Inspector's Notice of Disapproval, last renewed on October 18, 2024, for a building permit to construct additions and alterations to an existing single family dwelling and seasonal cottage on a .286 acre parcel located in the RR zoning District on Long Island Sound. The entire parcel and all improvements lie seaward of the Coastal Erosion Line. The proposed construction to the Main house consists of the removal of the flat roof on the northeast side of the house and replacement with a pitched roof as well as the replacement of certain doors and windows, which has been deemed to constitute an increase in the degree of the nonconforming .9 feet front yard setback at less than the minimum 35 feet, with lot coverage deemed to be at 100% (due to the CEHL) exceeding the allowable 25% in the bulk schedule for the RR zone. The alteration to the seasonal cottage consists of the relocation of the existing south facing front door to the east side of the pre-existing non- conforming cottage. For the following reasons, the Applicant submits that variances from Sections 280-123 and 280-36 of the Town Code are warranted: 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The subject parcel is uniquely located on CR 48 in Greenport, directly west of the Soundview Inn. There are 5 improved lots to the west of the parcel that are improved with single family residences that were constructed and/or renovated with the benefit of variance relief for, among other things, setbacks and lot coverage. Those homes are all located in the R-40 zoning district with more stringent setback requirements. All construction will take place within the footprint of the existing structure with no new ground disturbance. While the proposed roof construction will increase,the height of the house, it will not extend the nonconforming front yard setback or increase the existing lot coverage. The proposed construction is essentially cosmetic in nature and will improve the aesthetics of the home resulting in a positive change to the neighborhood with no detriment to nearby properties. 2. The benefit sought by the Applicant CANNOT be achieved by some feasible method for the applicant to pursue other than an area variance, because: The Applicant is seeking the benefit of an aesthetically pleasing home with an improved roofline with functional windows and access. The cottage door faces the short driveway on CR 48 making access cumbersome when a vehicle is parked there. Because of the Walz Interpretation, and the pre- existing nonconforming cottage, any alteration to this house and c % g° 1ed require variance relief even though there will be no increase in the nonconformity of the existing setbacks or lot coverage and the alteratb"2a M24 largely cosmetic. zoning i3oard of Appeals 3. The amount of requested relief is not substantial because: While the variance for the front yard would seem substantial for ground level disturbance, it is not in this instance since the construction will only increase the pitch of the house. The lot coverage relief is only necessitated by the CEHL which deems the parcel as unbuildable. The actual lot coverage is a conforming 19.1% which is even compliant with the neighboring R-40 restrictions. And the proposed relocation of the door to the cottage and replacement with a window is arguably deminimus in nature and will not increase the degree of nonconformity of the cottage. 4. The variance will NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because: As stated previously, the proposed construction amounts to a facelift of the house and cottage to improve accessibility and aesthetics. All work will be done within the existing footprint that was established years ago when the home and cottage were constructed. Granting of variance relief will not have an adverse impact on the physical conditions in the neighborhood and will permit the renovation of the home and cottage in a manner that is entirely consistent with the character of neighboring homes. In addition, as a Type II action, there is no perceivable environmental impact stemming from the proposed renovation. 5. Has the alleged difficulty been self-created? I } Yes, or {X} No Why: To any extent that the difficulty be deemed self-created, pursuant to New York Town Law §267-B (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION -lid 8 JAN COURT LLC APPLICANT: SCTM No. 1000-04 NAW61000 1.For Demolition of Existing Building Areas NOV 2 6 2024 Please describe areas being removed: Doors&Windows removed&replaced in main house&cottage. Flat.roof over NorthEast side of main house to-be removed. Currently.showing sin rAppeals Remove siding &roofing material of main house&cottage. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: No Extension proposed. New roof over NorthEast side of house. Dimensions of new second floor: No existing or new 2nd floor. Dimensions of floor above second level: N/A Height(from existing natural grade): Highest point above grade= 19'-8" (to_new roof ridge) Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No. 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: 1-Story main house with gable pitch roof over main body&flat roof.over NorthEast side of house. 1-Story Cottage with gable roof. Cottage has a cellar housing mechanical items-boiler&HWH. Number of Floors and Changes WITH Alterations: No additions or additional stories added to either a ing. New gable roof over failing flat roof of main house. New doors, windows, siding, &roofing for main&cottage. IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: Main house= 1,321 sf. Cottage=406sf Proposed increase of building coverage: no increase proposed. Square footage of your lot: 12,467.60 sf Percentage of coverage of your lot by building area(lot coverage) 13.86/6 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): Main house= 1,321sf. Cottage=406sf For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280,Section 280-208 of the Town Code): Cottage:Yes. Main house: No. Existing front wall (south)side of house is 1.2'from property line. V.Purpose of New Construction: Repair the failing flat roof. Replace siding &roof materials that are also showing signs of failure. Replace doors&windows which are all outdated. Create an overall better appearance to what is is currently an eye sore. 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: Main house:South side, front of main house is 1.2'from property line making sky plane implausible. Cottage:Currently front door faces head in parking. Difficult to park, exit the vehicle, &enter the cottage.Also, 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. lacks a sense of privacy when leaving door open in the summer. _Tkevised 6/2023 QUESTIONNAIRE Received FOR FILING WITH YOUR ZBA APPLICATION NOV 2 6 2024 A. Is the subject premises currently listed on the real estate market for sale? Yes X No Zoning Board of Appeals B. Are there any proposals to change or alter land contours? X No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? YES 2.)Are those areas shown on the survey submitted with this application? YES 3.)Is the property bulk headed between the wetlands area and the upland building area? YES 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? YES Please confirm status of your inquiry or application with the Board of Trustees: PENDING 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? 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: 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. 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. I. Please list present use or operations conducted at your property, and/or the proposed use J. (examples:existing single family,proposed:same with garage,pool or other) 11/15/2024 Aut signature Date ` FORM NO. S TOWN OF SOUTHOLD Receive BUILDING DEPARTMENT lid Town Clerk's Office NOV 2 6 2024 Southold, N. Y. Zoning Board of Appeals Certificate Of Occupancy NoA7654 . . . . . . Date . . . . . . . . . . . y . . . 1.1. . . . . . . .. 1977 . THIS CERTIFIES that the building located at 31/.8 .OR27. . . . . . . . . . . . . . . . . . Street Map No. = . . . . . . . . . Block Nq z . . . . . . . .Lot Now -argeliport I1•MY•. . . . . . . . . . r q re�en s j9t. dtr+e 1 ,S s code conforms substantially to the b e .before• Apr. 23 . . . . ., 1957. . pursuant to whicnpt e e No dated . . . . . . . . . . .May. Al . . . ., 1977. ., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is .94a .Privato. .Qno. fgaily .dwoUing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to .Alfonso.@ Gonave fft • -Cola.Lillo• • • • • • • olmers • • • • (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval Pre-. 0XIStInt. . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No.pro—. existing. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . HOUSE NUMBER . . . .MO. . . . Street . . GAmty. Ao*i. .2`4i'- 0(orth AmM. Areanport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . �f Building inspector i FORM NO.4 Received —10 TOWN OF SOUTHOLD NOV 2 6 2024 BUILDING DEPARTMENT Town Clerk's Office Zoning Board of Appeals Southold, N.Y. Certificate Of Occupancy No. . . .?�969. . . . . . . . Date . . . . . .June.�. . . . . . . . . . . . . . . . . . .. 100. THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property 5$525 t;ounty ktd 2 . . . . . . . . . . I. . . . . . . . . . . . . . . . House 1110. Street Hamlet County Tax Map No. 1000 Section . . . 44 . . . . . .Block . . . . . � . . . . . . . .Lot . . ?. . . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated Jule.6. . . . . . . . . . . , 19 8P.pursuant to which Building Permit No. . . . 1Q799Z . . . . . . . . . . dated Jun e 9 . . . . . . 19 . . . ,was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . . . One Family Dwelling (with larger deck) The certificate is issued to Or1zx lz Ax slalanyan . . . . . . . . . . . . . . . . . . . . . . . (owner, nni2l of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector Rev 4/79 FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold,N.Y. Received Certificate Of Occupancy NOV 2 6 2024 No. . . 2.1,5770. . . Date . . . . . May 22,Zonin798 rd of Appeals . . . . . . . . . . . . . . . . . . . . THIS CERTIFIES that the building . . . storage shed .addition. Location of Property . .5852.5, . . . . . . . . . . Countx ,R eenp oad .#48 . . . . . Grort House No. Street -Hem%i County Tax Map No. 1000 Section . . . .44. . . . . .Block . . . . .0?. . . . . . ..Lot . . . . . .17. . .. . . .. . Subdivision . . . . . . . . . . . .$. . . . . . . . . . . . . . . . . .Filed Map No. . . X.. . .Lot No. . . . . X . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated august. .2'7, 19.W pursuant to which Building Permit No. . . . . 14274Z. . . .. . . . . . dated . . . . . . .Sept=ber. .13,.;.9.$5 - 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 . . . . . . . . . 121X30' Storage shed addition to an existing one-family dwelling. The certificate is issued to . . , , , , , ONNIK & ARAKSI ARSLANYAN townerAmmamil . of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . . . . . . . . .IN/A . . . . . . . .. . . . . . . . . . .. . UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . . . . . . . . . . . .N/A . . . . . . . . .. . . . . . . . . .. . PLUMBERS CERTIFICATION DATED: N/A . . . . .. . .. . . . . . . . . . . . . . . Building Inspector Rev.1/81 qff <- Receive . .' flown Tru Board Of Southold „�'' ill �24•.e `4�1 I SOUTHOLD, NEW YORK oara of :•: r Ap ' DATE: ..81.26/..9� s PERMIT NO. .�a�r,�3.. ... �.- , ISSUED TO ONNIK ARSLANY.AN.............. .............................................. « Aut4oriftatio' n Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the , State of New York 1952; and the Southold Town Ordinance en- titled REGULATING AND THE PLACING OF OBSTRUCTIONS 1 IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND GRAVEL OR OTHER MATERIALS FROM i �y^/ `;�: `''' • LANDS UNDER TOWN WATERS;" and in accordance with the r'�' ,�` � wry � .•; Resolution of The Board adopted at a meeting held on ...812..64.9.3...... �r !I +: 19.....93, and in consideration of the sum of $. ..... . paid by .. ... ... a` of ........ .... ........... ........................... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, f ,a� of Southold Town Trustees authorizes and permits the following: Storm Damage Permit to replace concrete seawall with 98 1.f� - ' of navy style timber bulkhead and a 45 l.f. return along the & western property line, as shown on plans stamped NYSDEC al appr ved A r'1 2I, g9 ►ti PAW m acca'rdence wii Ae detailed specifications as presented in the originating application. R. « G '' \ r `<il IN WITNESS WHEREOF, The said Board of Trustees here- i :,. S by causes its Corporate Seal to be affixed, and these presents to ; be subscribed by a majority of the said Board as of this date. r � - l .1. , r--:............. Trustees • �—..�: -'.�?�;"xS.Perrii. �`"°�In�G's.�,..ait;!,.•r..:.�s' •�. —��='w__� "'.;'r."rl'r_ +'�+pj, Mir :r�s ,,;.`: ���" �tsr,',,. x•' •� F� ','.: ,: :a� 4� . ...,';� � 3! •. a � 0 �'.S7vJgC .iCyFL!i^.E�:�xr '4RBC5"Y4.''L^. /.2.:'�SS �d7Y,,!Y7L'Vl'IVL+'!.''.` II'itlrlJ' 9P,4?"T..:2Y9Ln.PkT...�7`;1L"r�CZG.'%YEr,,•. mmr5!wx1•?g7i=` �St51`'nr^�^"g� ��y w Received rig BOARD OF SOUTHOLD TOWN TRUSTEE&V 2 6 2024k- �" SOUTHOLD,NEW YORK Zoning Board of Appeals . a PERMIT NO. 10439&10439C DATE: AUGUST 16,2023 ISSUED TO: 8 JAN COURT,LLC ?=�3 `C PROPERTY ADDRESS: 58525 C.R.48,GREENPORT SCTM#1000-44-2-17 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Augustr . 16,2023 and in consideration of application fee in the sum of 2500.00 paid by 8 Jan Court,LLC and subject 5:•` ,• to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and . / permits the following: Wetland Permit to remove and replace in-place 96 linear feet of existing bulkhead with new vinyl r, :e.. bulkhead,and raised 18" higher than existing bulkhead; replace and extend existing bulkhead return r using vinyl sheathing to a,total of 56 linear feet,and 18" higher than existing.return; install 150 cubic �;• ,;: yards of backfill landward of the new bulkhead and return; remove existing concrete patio(wraps 4'„ ��• Y around cottage)and replace with gravel;existing wood planter to be removed;and all decks,steps and driveways to remain in place;with the condition that the entire property be established and perpetually maintained as a non-turf buffer;and as depicted on the revised site plan prepared b AJC Land p p P P Y :• , Surveying PLLC,last dated August 30,2023,and stamped approved on September 18,2023.. c.• `�. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, = . and these presents to be subscribed by a majority of the said Board as of the day and year first above written. 1 O��guF ��C4 CA IV ,5 p.S r�� • `•y r � � yl'• �, y '�- ,azsz�xrs:�te�ecrss�s�3srx��s�carseas;L :,,xzuss�r:�s�Gs�;,�ortc;,a.�aa�rcc4m�c,1u^ �,aazu�.zvw+.���nc'usscru�s;�s .: �'�s�rsusin~ . =S y i '.�� � �"!r• w,x �••0:. � .., ' S'' ��u tli� 1•..��� �L :•'� :,a,.},`i•rs�4 • ;� .r„tY : _� Received AGRICULTURAL DATA STATEMENT NOV 2 6 2024 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:8 JAN COURT LLC 2. Address of Applicant:41 BRAYTON COURT NORTH, SOUTH SETAUKET, NY 11720 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: ADDITIONS &ALTERATIONS TO EXISTING COTTAGE AND HOME. 6. Location of Property: (Road and Tax map Number)58525 CR 48, GREENPORT, NY 11944 #1000-044.00-02.00-017.000 7. Is the parcel within 500 feet of a farm operation? Yes { } No 8. Is this parcel actively farmed? { ) Yes WNo 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 ` 2. 3. 4. 5. 6. (Pleas use the back o 's page are additional property owners) 11 /15 /2024 Signature of Applican 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. - pc' Short Environmental Assessment Form 1�� Part 1 -Project Information NON 2 6 2024 Instructions for Completing 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: 8 JAN COURT LLC AREA VARIANCE RELIEF Project Location(describe,and attach a location map): 58525 CR 48,GREENPORT,NY 11944(SCTM#1000-044.00-02.00-017.000) Brief Description of Proposed Action: CONSTRUCTION OF ADDITIONS AND ALTERATIONS TO EXISTING SINGLE-FAMILY RESIDENCE AND ALTERATION OF SEASONAL COTTAGE. Name of Applicant or Sponsor: Telephone: 631-315-6070 MARTIN D. FINNEGAN, ESQ. E-Mail: MFINNEGAN9 NORTH FORK.LAW Address: PO BOX 1452, 13250 MAIN ROAD City/PO: State: Zip Code: MATTITUCK NY 11952 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 ❑ 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 government.Agency? NO YES If Yes, list agency(s)name and permit or approval:SOUTHOLD TRUSTEES CEHA&WETLANDS PERMIT ❑ 3. a. Total acreage of the site of the proposed action? 0.286 acres b.Total acreage to be physically disturbed? 0.00 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.286 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 r 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built o r2l eat24pe? IVD �LUU�L ❑ ❑✓ 7. Is the site of the proposed action located in, or does it adjoin,a state listed CritiZOrgBgir b4itaq Ar NO YES LONG ISLAND SOUND;COASTAL EROSION HAZARD AREA If Yes,identify: r1 [?T- NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Elaction? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site, or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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? ❑ b. Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that octu.Win,or are likely to be found on the project site. __;eck all that apply: mShoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional 119 ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, Iis e y the e or NO YES Federal government as threatened or endangered? Northern Long-eared Bat NOV 2 6 2024 ❑ 16. Is the project site located in the 100-year flood plan? NO YES Zoning Board of Appeal ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: PER CHAPTER 236 OF TOWN CODE. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes,explain the purpose and size of the impoundment: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponstfftnte,• MA FINNEGAN Date: 11/15/2024 Signature: Title:AGENT/ATTORNEY PRINT FORM Page 3 of 3 EAF Mapper Summary Repc Wedi- "taay, October 30, 20241:11 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are ] answered by the EAF Mapper.Additional information on any EAF f'{• question can b �01 g the EAF Workbooks. Although u° the EAF Mappi -to-date digital data available to ,4:=2 e r ale . DEC,you may also need to contact local or other data sources in order r to obtain data not providte�d by the Mapper.Digital data is not a 130 �� J y �' ai u2-24r � substitute for agenc Y rr -bT024 d $ 2-0 R6smuka ill, scum", p �nin Boat i .realsg t rnon a dot` S'OU$1C?I o ii Island T t0 c rn vrts 'c?Urld il'amj n ffa Radheskecy L rs 8 rrile •, tf7 ro or f 14k.4 2 2�12�t 2.13 w 1 E` Crrrnl I fNt fENy , tUrcS'E�5. ?�U� f�rta u Y SL s EsYi�rl> y 4,5 ..,.r,In i.f6i6 ll�:�610ENT tx, 4¢ 'IV . :. _L £penStrAdt iap�on#i� Uta and 'FI, igarttdi, to i ,a` � 5[A rye, c it'S na To 5 --: �: ._- tt" �1t r �1nfi� `lJsll�G ,,Es °nai 5,•i�PS jPart 1 /Question 7 [Critical Environmental No Areal i Part 1 /Question 12a [National or State No ;Register of Historic Places or State Eligible ;Sites] ;Part 1 /Question 12b [Archeological Sites] No ;Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] _ 'Part 1 /Question 1..5 [Threatened or Northern Long-eared Bat Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Yes j !Part 1 /Question 20 [Remediation Site] No ----------------—- -- _- --- Short Environmental Assessment Form - EAF Mapper Summary Report I Board of Zoning Appeals Application NOV 2 6 2024 OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) Zoning Board of Appeals BRYAN J. KARP, SOLE MEMBER 41 BRAYTON COURT NORTH, I, OF 8 JAN COURT, LLC residing at (Print property owner's name) (Mailing Address) S. SETAUKET, NY 11720, do hereby authorize MARTIN D. FINNEGAN (Agent) & FINNEGAN LAW, P.C. 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 REOUMED TIME FRAME DESCRIBED HEREIN. wner's Signature) 8 JAN COURT, LLC BY: BRYAN J. KARP, SOLE MEMBER (Print Owner's Name) r PORTIA GELORMINO Notary Public.State of New York NO.01GE6427218 Qualified in Suffolk County My Commission Expires Dec 20,2025 APPLICANT/OWNER Received TRANSACTIONAL DISCLOSURE FORM NOV 2 6 2024 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: BRYAN J. KARP, SOLE MEMBER OF 8 JAN COURT, LLC (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 X 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 corporation in which the town officer or employee owns more than 5%of the shares. YES NO X 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 th' day of_�'2o24 Signature �� � � J URT, LLCAtAA_IQA�" Print Name BY: BRYAN J. KARP,SOLE MEMBER PORTIA GELORMINO Notary Public-State of New York NO.01GE6a272s8 Qualified in Suffolk Goumv My Commission Expires Dec 20.2:: ...ter+-.... po-eive AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM Nov. 2 6 2024 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®t11bat Rood NWahwealS action is necessary to avoid same. YOUR NAME : MARTIN D. FINNEGAN (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 X 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 corporation in which the town officer or employee owns more than 5% of the shares. X 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 day of _,20j�_ Signature Print Name MARTIN D. FINNEGAN AMENDMENT TO THE OPERATING AGREEMENT NOV 2 2024 of 8 Jan Court,LLC Zoning Board of Appeals. Article One-Amendment Section 1. Parties to this Amendment THIS Amendment to the Operating Agreement(this"Amendment")of 8 Jan Court,LLC is entered into as of the 711 day of November,2017,by and between 8 Jan Court,LLC,a New York limited liability company (the "Company"), and Bryan Karp, as the sole member of the limited liability company (the "Member"). Section 2.Amendment Recitals WHEREAS,the Company purchased 58525 Country Road 48,Greenport,NY 11944 on October 19,2023 (shown on Schedule B) WHEREAS, A fully executed PDF or electronic copy of this Amendment shall have the same force an effect as an originally executed Amendment. This Amendment may be executed in any number of counterparts and each will be considered an original. MEM E B an Karp THE COMPA 259 OI er L C By: anPry s Sole Member Page 1 of 2 Schedule B Received NOV 2 6 2024 Real Property owned: Zoning Board of Appeals 1. 58525 Country Road 48,Greenport�NY 11944 Page 2 of 2 "F OPERATING AGREEMENT V NU'6 � 0 26c4 OF Zoning Board of Appeals 8 JAN COURT, LLC THIS OPERATING AGREEMENT (this "Agreement") of 8 JAN COURT, LLC is entered into as of the 711 day of November, 2017, by and between 8 JAN COURT, LLC, a New York limited liability company (the "Company"), and BRYAN J. KARP, as the sole member of the limited liability company (the "Member"). The Member formed the Company pursuant to and in accordance with the Limited Liability Company Act, as amended from time to time, of the State of New York (the "Act"), and the Member and the Company hereby agree as follows: 1. Name. The name of the Company is 8 JAN COURT,LLC. 2. Purpose. The Company is formed for the object and purpose of real estate holdings, and the nature of the business to be conducted and promoted by the Company is engaging in any lawful act or activity for which limited liability companies may be formed under the Act. 3. Powers of the Company. The Company shall have the power and authority to take any and all actions necessary, appropriate, advisable, convenient or incidental to or for the furtherance of the purpose set forth in Section 2, including, but not limited to,the power: a. to conduct its business, carry on its operations and have and exercise the powers granted to a limited liability company by the Act in any state, territory, district or possession of the United States or in any foreign country that may be necessary, convenient or incidental to the accomplishment of the purpose of the Company; b. to acquire, by purchase, lease, contribution of property or otherwise, and to own, hold, operate, maintain, finance, improve, lease, sell, convey, mortgage, transfer, demolish or dispose of any real or personal property that may be necessary, convenient or incidental to the accomplishment of the purpose of the Company; C. to enter into, perform and carry out contracts of any kind, including, without limitation, contracts with the Member or any person or other entity that directly or indirectly controls, is controlled by, or is under common control with the Member (any such person or entity, an "Affiliate"), or any agent of the Company necessary to, in connection with, convenient to, or incidental to, the accomplishment of the purpose of the Company. For purposes of the definition of Affiliate, the term "control" means possession, directly or indirectly, of the power to direct or cause the direction of the management and policies of an entity, whether through ownership of voting securities or otherwise; d. to purchase, take, receive, subscribe for or otherwise acquire, own, hold, vote, use, employ, sell, mortgage, lend, pledge, or otherwise dispose of, and otherwise use and deal in and with, shares or other interests in or obligations of domestic or foreign corporations, Page 1 of 8 M1 l associations, general or limited partnerships (including, without limitation, the power to be admitted as a partner thereof and to exercise the rights and perform the duties created thereby), trusts, limited liability companies (including, without limitation, the power to be 0-s/ admitted as a member or appointed as a manager thereof and to exercise the.ri and b0 perform the duties created thereby), and other entities or individuals, 496 hirect obligations of the United States or any foreign country or of any government, te, territory, governmental district or municipality or of any instrumentality o� e. to lend money for any proper purpose, to invest and reinvest its fix -,gnIdO%dtateAMX" hold real and personal property for the payment of funds so loaned or invested; f. to sue and be sued, commence, prosecute, defend and participate in administrative or other proceedings, in its name; g. to appoint employees and agents of the Company, and define their duties and fix their compensation; h. to indemnify any person or entity and to obtain any and all types of insurance; i. to cease its activities and cancel its insurance; j. to negotiate, enter into, renegotiate, extend, renew, terminate, modify, amend, waive, execute, acknowledge or take any other action with respect to any lease, contract or security agreement; k. to borrow money and issue evidences of indebtedness, and to secure the same by a mortgage, pledge or other lien on any or all of the assets of the Company; 1. to pay, collect, compromise, litigate, arbitrate or otherwise adjust or settle any and all other claims or demands of or against the Company or to hold such proceeds against the payment of contingent liabilities; and M. to make, execute, acknowledge and file any and all documents or instruments necessary, convenient or incidental to the accomplishment of the purpose of the Company. The Company may merge with, consolidate into, or convert into, another limited liability company or other business entity upon the approval of the Member, in its sole discretion. 4. Member. The name and mailing address of the Member is set forth in Schedule A attached hereto. 5. Powers of Member. The Member shall have the power to exercise any and all rights and powers granted to the Member pursuant to the express terms of this Agreement, including, without limitation, those enumerated in Section 6.2 hereof. Except as otherwise specifically provided by this Agreement or required by the Act, the Member shall have the power to act for and on behalf of, and to bind, the Company. The Member is hereby designated as an authorized person, with the meaning of the Act, to execute, deliver and file the Certificate of Formation of the Company, and take such other actions as may be directed by the Member in writing. Page 2 of 8 6. Management. Received 6.1 Management of the Company. NOV 2 6 2024 The Member is an agent of the Company's business, and the actions of the M�begtWcen o u��peals capacity and in accordance with this Agreement shall bind the Company. The Member shall have full, exclusive and complete discretion to manage and control the business and affairs of the Company, to make all decisions affecting the business and affairs of the Company and to take all such actions as it deems necessary or appropriate to accomplish the purpose of the Company as set forth herein. The Member shall be the sole person or entity with the power to bind the Company, except and to the extent that such power is expressly delegated to any other person or entity by the Member, and such delegation shall not cause the Member to cease to be the Member. The Member may appoint individuals or officers with or without such titles as the Manager may determine, including the titles of President, Vice President, Treasurer, Secretary, and Assistant Secretary, to act on or behalf of the Company with such power and authority as the Member may delegate in writing to any such persons. Unless the authority of the officer in question is limited by the document appointing such officer or is otherwise specified by the Member, any officer so approved shall have the same authority to act for the Company as a corresponding officer of a New York corporation would have to act for a New York corporation in the absence of a specific delegation of authority. 6.2 Powers of the Member. The Member shall have the right, power and authority, in the management of the business and affairs of the Company, to do or cause to be done any and all acts deemed by the Member to be necessary or appropriate to effectuate the business, purposes and objectives of the Company, at the expense of the Company. Without limiting the generality of the foregoing, the Member shall have the power and authority to, and to direct any officer of the Company appointed as provided in Section 6.1 hereof to: a. establish a record date with respect to all actions to be taken hereunder that require a record date be established, including with respect to allocations and distributions; b. bring and defend on behalf of the Company actions and proceedings at law or in equity before any court or governmental, administrative or other regulatory agency, body or commission or otherwise; and C. execute all documents or instruments, perform all duties and powers and do all things for and on behalf of the Company in all matters necessary, desirable, convenient or incidental to the purpose of the Company, including, without limitation, all documents, agreements and instruments related to the making of investments of Company funds. The expression of any power or authority of the Member in this Agreement shall not in any way limit or exclude any other power or authority of the Member which is not specifically or expressly set forth in this Agreement. Page 3 of 8 6.3 No Management by Other Persons or Entities. Received Except and only to the extent expressly delegated by the Member or as otherwise seta r 1 &s Agreement, no person or entity other than the Member shall be an agent of the Co goaydoo av Appeals any right, power or authority to transact any business in the name of the Company or to act r or on behalf of or to bind the Company. 6.4 Reliance by Third Parties. Any person or entity dealing with the Company or the Member may rely upon a certificate signed by the Member as to: a. the identity of the Member; b. the existence or non-existence of any fact or facts which constitute a condition precedent to acts by the Member or are in any other manner germane to the affairs of the Company; C. the persons who or entities which are authorized to execute and deliver any instrument or document of or on behalf of the Company; or d. any act or failure to act by the Company or as to any other matter whatsoever involving the Company or the Member. 6.5 Records and Information. Unless otherwise required by a mandatory provision of law, neither the Company nor the Member shall have any obligation to maintain any books or records of the Company; provided, that the Member may keep books and records of the Company and may, from time to time, designate recordkeeping requirements for the Company. 7. Dissolution. The existence of the Company shall be perpetual unless the Company is dissolved and terminated in accordance with this Section 7. The Company shall dissolve, and its affairs shall be wound up upon the first to occur of the following: (a) the written consent of the Member, (b) when there is no remaining Member of the Company, unless (i)the holders of a majority of the financial rights in the Company agree in writing within one (1) year after the cessation of membership of the last member, to continue the legal existence of the Company and to appoint one or more new members of the Company, as permitted by the Act, or (ii) a new or substitute member is automatically admitted as a member of the Company pursuant to Section 14 hereof, or (c)the entry of a decree of judicial dissolution under the Act. 8. Initial Capital Contribution. The initial capital contribution of the Member is set forth on Schedule A attached hereto. 9. Additional Contributions. The Member may, but is not required to, make any additional capital contribution to the Company. 10. Allocation of Profits and Losses: Tax Status. The Company's profits and losses shall be allocated to the Member. At all times when the Company has only one member (who owns Page 4 of 8 100% of the limited liability company interests in the Company), it is the intention of the Member that the Company be disregarded for income tax purposes. �1 " Received 11. Distributions. Distributions shall be made to the Member at the times and in the amounts determined by the Member,to the extent permitted by the Act. NOV 2 6 2024 12. Assignments. The Member may assign in whole or in part its limited lWailroty&AWNYAppeals interest. 13. Resignation. The Member may not resign from the Company, unless the Member provides written notification of such resignation to the Company. Neither the filing of a voluntary or involuntary petition for relief by or against the Member under Title 11 of the United States Code, nor any other event specified in Section 18-304 of the Act will cause the Member to cease to be a member of the Company. 14. Admission of Additional Members. One or more additional members of the Company may be admitted to the Company with the consent of the Member. Prior to or contemporaneously with the admission of any such additional member of the Company, the Member shall amend this Agreement to make such changes as the Member shall determine to reflect the fact that the Company shall have more than one member. Notwithstanding the foregoing, so long as there shall be only one member of the Company, an assignee of such sole member of the Company shall be admitted as a substitute member automatically in the event that the such sole member's entire membership interest (including financial and other rights) in the Company is voluntarily transferred (whether upon the death of the sole member of the Company or otherwise) to such assignee. 15. Liability of Member. The Member shall not have any liability for the obligations or liabilities of the Company. 16. Indemnification. 16.1 Exculpation. No Member shall be liable to the Company or any other person, firm or entity for any loss, damage or claim incurred by reason of any act or omission performed or omitted by such Member on behalf of the Company. A Member and the officers of the Company shall be fully protected in relying upon the records of the Company and upon such information, opinions, reports, or statements presented to the Company or such officer by any person, firm or entity as to matters within the professional or expert competence of such person or entity and who or which has been selected by or on behalf of the Company, including information, opinions, reports or statements as to the value and amount of the assets, liabilities, profits, losses, or any other facts pertinent to the existence and amount of assets from which distributions to the Member might properly be paid. To the extent that, at law or in equity, a Member or any officer of the Company thereof has duties (including fiduciary duties) and liabilities relating thereto to the Company or to any other Member, a Member or an officer acting under this Agreement shall not be liable to the Company or to any other Member for its reliance on the provisions of this Agreement. The provisions of Page 5 of 8 this Agreement, to the extent that they restrict the duties and liabilities of a Member or an officer otherwise existing at law or in equity, are agreed by the Member to replace such other duties and liabilities of such Member and such officers. Received .� 16.2 Indemnification. NOV 2 6 2024 To the fullest extent permitted by applicable law, a Member of the Company shall be entitled to indemnification from the Company for any loss, damage or claim incurred i�qg z& cif b(gr*Peals reason of any act or omission (whether or not constituting negligence or gross negligence) performed or omitted by such Member on behalf of the Company. The Company shall be permitted to indemnify its officers to the greatest extent permitted by applicable law. 16.3 Expenses. To the fullest extent permitted by applicable law, expenses (including legal fees) incurred by a Member in defending any claim, demand, action, suit or proceeding shall, from time to time, be advanced by the Company prior to the final disposition of such claim, demand, action, suit or proceeding upon receipt by the Company of an undertaking by or on behalf of the Member to repay such amount if it shall be determined that the Member is not entitled to be indemnified as authorized in this Section 16. 16.4 Insurance. The Company may purchase and maintain insurance, to the extent and in such amounts as the Member shall, in its sole discretion, deem reasonable, on behalf of the Member and such other persons or entities as the Member shall determine, against any liability that may be asserted against or expenses that may be incurred by any such person or entity in connection with the activities of the Company or such indemnities, regardless of whether the Company would have the power to indemnify such person or entity against such liability under the provisions of this Agreement. The Member and the Company may enter into indemnity contracts with any Member and adopt written procedures pursuant to which arrangements are made for the advancement of expenses and the funding of obligations under this Section 16 and containing such other procedures regarding indemnification as are appropriate. 17. Outside Business. The Member may engage in or possess an interest in other business ventures of any nature or description, independently or with others, similar or dissimilar to the business of the Company, and the Company and the Member shall have no rights by virtue of this Agreement in and to such independent ventures or the income or profits derived therefrom, and the pursuit of any such venture, even if competitive with the business of the Company, shall not be deemed wrongful or improper. The Member shall not be obligated to present any particular investment opportunity to the Company, whether similar or dissimilar to the business of the Company, even if such opportunity is of a character that, if presented to the Company, could be taken by the Company; and the Member or Affiliate thereof shall have the right to take for its own account (individually or as a partner, shareholder, fiduciary or otherwise) or to recommend to others any such particular investment opportunity. 18. Gender. As used herein, pronouns of one gender shall include all genders (masculine, feminine or neuter). Page 6 of 8 19. Governing Law. This Agreement shall be governed by, and construed under, the laws of the State of New York, without regard to the rules of conflict of laws thereof. Received -I I d IN WITNESS WHEREOF, the undersigned have duly executed this,&YO Agreement as of the day and year first aforesaid. Zoning hoard of Appeals MEMBER: ftga X BRYAN J. KARP THE COMPANY: 8 JAN COURT, LLC By: -- mp BRYAN J. KARP Its Sole Member Page 7 of 8 SCHEDULE A Received Name and Address of Member Initial Capital Contribution NOV 2 6 2024 BRYAN J. KARP $1.00 41 BRAYTON COURT N Zoning Board of (Appeals SOUTH SETAUKET,NY 11720 Page 8 of 8 Received Illllllllllllllllllllllllilllllllllllllllllllllllllllll NOV2 6 2024 11111111111111111111 IN Zoning Board of Appeals SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 03/09/2023 Number of Pages: 4 At: 04:36:29 PM Receipt Number : '23-0033022 TRANSFER TAX NUMBER: 22-20461 LIBER: D00013192 PAGE: 584 District: Section: Block: Lot: 1000 044.00 02 .00 017.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $915,000 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO APT $200.00 NO Transfer tax $0.00 NO Comm.Pres $15,300..00 NO Fees Paid $15,695.00 TRANSFER TAX NUMBER: 22-20461 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County F 2 � RECORDED 2023 Mar 09 04:36:29 PM Number of pages Vincent OFieo �) SUFFOLK COUNTY o/ri( L D00013192 �n���Y . This document will be public P 584 record.Please remove all DT# 22-20461 Social Security.Numbers prior to recording. ��� 62024 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps zoning, BOarcd Of A 3 FEES l�Aea[a Page/Filing Fee ,1 Mortgage Amt. (-+I- Handling 20. 00 i.Basic Tax2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-5217(County) Sub,Total Spec./Add, EA-5217(State) TOT.MTG.TAX Dual Town_'Dual County R.P:T.S.A. o(a0.c o Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax Certified Co The property covered by this mortgage is Copy or will be improved by a one.or two NYSSurcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total J If N0,see appropriam tax clause on page# of1hilinstrurneft. 4 1 Di 23006255 1000 044.00 0200 017000 )17.000 5 Community Preseivollon Fund ,^,''-O ��11 Real Pr( P T S n Amou nt$ V Tax ser R CGR A Agern 15-FE IIIIfIIIIIIIIIIIIIIII�IIIIIIII�IIII�IQIIIIII CPF Due $ B-2 Verifici -- —-- Improved_ 6 Satisfactions/Discharges/Releases.List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land Aibara Reed Law Group LLC TD Attn:Blake'W.Reed TD '514 Larkfield Road.Suite 1 East Northport,NY 11731 TD Mail to: 7 Title Company Information 101 Co.Name PrFmeTime Tetle Agency,LLC 'w iw.sutfolkcountyny:gov/clerk-- — Title#10436 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by: (SPECIFY TYPE OHNSTP.UMENT). Tenni Arslanvan and Araksi Arslanvan and The premises herein is situated in Nazan Macarian SUFFOLK:000NTY.,NEW YORK. TO In the TOWN of Southold 8 Jan Court,LLC In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over L �`J BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS Received STANDARD NYBTU FORM$007 6p CAUTION:THISAGREEMENr SHOULD BE PREPARED BYANATTORNEYAND REVIEWED RVATTORNEVSFORSELLERAND NOVtl 2 6 Z024 PURCHASER BEFORE SIGNING. THIS INDENTURE,made the 6th day of December,2022,between Zoning Board of ,Appeals Tenni Arslanyan,Nazan Macarian and Araksi Arslanyan residing at 58525 County Road 48,Greenport,NY 11944 party of the first part,and 8 Jan Court,LLC ��_ S.� - ��1'Zjj residing at �� �Ya n party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN DOLLARS($10.00)AND OTHER GOOD AND VALUABLE CONSIDERATION,paid by the party of the Second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE"A"ANNEXED HERETO AND MADE A PART HEREOF BEING AND INTENDED TO BE the same premises conveyed to the parties of the first part herein by Deed from Onnik Arslanyan and Araksi Arslanyan,dated 11/23/2016 and recorded on 04/24/2017 in the Office of the Clerk of the County of as described in Liber 12909,page 876. SAID PREMISES BEING known as 58525 County Road 48,Greenport,New York 11944 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. �, 1 Tenni Arslan n 60 eh m' zI/11 cl ke"V-7 i R5 rtAti as�R o Iw 'I- Nazan Macarian ap' PRIMETIME TITLE AGENCY, LLC (NEW YORK) as Agent for AmTrust Title Insurance Company -I q OWNER'S POLICY Received SCHEDULE A DESCRIPTION NOV 2 6:2024 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereoi?2" �oa;d of Appeals situate,lying and being at Arshamomogue,Town of Southold,County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northerly side of County Road 48(Middle Road)being the southwesterly corner of the premises herein described,distant 5,748 feet,more or Iess,easterly from the intersection of the northerly side of County Road 48 and the easterly side of Sound View Avenue; RUNNING THENCE North 15 degrees 59 minutes 10 seconds West 112.00 feet(60.14 feet to high water line); THENCE along high water line of Long Island Sound North 67 degrees 48 minutes 05 seconds East 100.76 feet(tie line); '111ENE South 15 degrees 59 minutes 10 seconds East 137.00 feet(70,33 feet.to high water line)to the said northerly side.of County Road 48;and THENCE.along the same South 70 degrees 36 minutes 20 seconds West 100.18 feet to the point or place of BEGINNING. The above description being drawn in accordance with a survey made_ by Joshua R.Wicks P.L.S.,dated June 30,2022. NOTE:Being District: 1000 Section:044.00 Block:02.00 Lot: 017.000 County of Suffolk. Commonly known as 58525 County Road 48,Greenport,NY 11944 NOTE:Lot and Block shown for informational purposes only. TOGETHER with all right,title and interest of the party of the first part of,in and to the land lying in the street in front of and adjoining said premises. ALTA Owner's Policy Schedule A Description Page 1 of 1 IOWC� of RT�Of vt� Ce� 6, Z� 1.01/12! OT t1t 1arN24 CwX2c' 6�2r 1L1 -b ��-SiMu��oa,EouSi� recorded }Acknowledgment Received STATE OF NEW YORK ). SS.: NOV 2 6 2024 COUNTY OF SUFFOLK ) �b h On the UFF day of December in the year 2022 before me,the undersigned,personally appearcd�oning Board of Appeals Tenni Arslanyan,Nazan Macarian and Araksi Arslanyan personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. (signaturr ty1ce of individual taking acknowledgment) Lalghann O'Neill Notary Pubrio,State of New York Registration No.01ON6143227 ualiried In Suffolk County Commission Expires April 4,2026 TITLE NO:PT-10436 BARGAIN AND SALE DEED DISTRICT WITH COVENANTS AGAINST GRANTOR'S ACTS SECTION 044.00 BLOCK 02.06 Tenni Arslanyan,Nazan Macarian and Araksi Arslanyan LOT 017.000 COUNTY TO 8 Jan Court,LLC RETURN RECORDED DOCUMENT TO: 3Yl,l ark p 4UW 4 fhh MO 4 � .tom U4kington;NY-1.1-743-- Gt 1 t L 1 r"`.0 M. �`[ V �h� `. (W� ��--� Town of Southold =— LWRP CONSISTENCY ASSESSMENT FORM RpceeivO l q&S/ A. INSTRUCTIONS NOV 2 6 2024 1. All applicants for permits* including Town of Southold agencies?CQ19f Mpoll' iM (;CAF 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# 044.00 _02.00 _017.000 The Application has been submitted to (check appropriate response): ZONING BOARD Town Board Planning Dept. 0 Building Dept. 0 Board of Trustees 0 �OF APPEALS 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit,approval, license, certification: Nature and extent of action: CONSTRUCTION OF ADDITIONS AND/OR ALTERATIONS TO EXISTING HOME AND SEASONAL COTTAGE. Location of action:58525 CR 48, GREENPORT, NY 11944 Site acreage:0.286 Received Present land use: RESIDENTIAL WOy-2 6 2024 Present zoning classification:RR Zoning Bow-d of 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:8 JAN COURT LLC (b) Mailing address:41 BRAYTON COURT NORTH, SOUTH SETAUKET, NY 11720 (c) Telephone number: Area Code ( )631-839-2328 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? 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 ❑ Not Applicable PROPOSED ALTERATIONS WILL IMPROVE AESTHETICS OF HOME AND COTTAGE AND ENHANCE COMMUNITY CHARACTER. 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 11 Yes ❑ No ® Not Applicable Attach additional sheets if necessary ,J 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 Received •-mff, 0 Yes © No ® Not Applicable NoV 2 6 2024 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 ® Yes 0 No [] Not Applicable ALL CONSTRUCTION IS COSMETIC IN EXISTING FOOTPRINT. 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 0 No ®Not Applicable NO IMPACT ON WATER QUALITY AND SUPPLY. 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 0 No® Not Applicable I Attach additional sheets if necessary Received Policy 7. Protect and improve air quality in the Town of Southold. See LWRP S60I6A JQ024Policies Pages 32 through 34 for evaluation criteria. Zoning. �OofiG of Appeals ❑ .Yes ❑ No® Not Applicable 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 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.❑ Yen No 2 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No 0 Not Applicable Received Attach additional sheets if necessary Zoning Board o 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 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 Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No V Not Applicable Created on 5125105 11:20 AM ............ . ogo Ir i a' F , 2 a _ r I Rpr'`eived 2 6 24 i , us eats Y f f `I : • R s 4 peals Rpe- nivfia{" Ia NOV 2 6 2024 ppeals - t �Y ✓icy a y. (v�• �� r v ° / ��fl �,r�,. I ; .1�� "�f:+ � �` ; / �� ",�' a t,`r'y d t ,��.��� r � SSS � i Z�i /�✓✓.�k ��./,+iif ;'AJ � tr �y, f': /�!-//�,..uf,� r + �IG�r .'I� 1?� h,�yryz`, [!� .h,' t• �'. � t�R r 4'`4t tE�� :+ R( e,,-N;,#,.r4 l j E NOV 2 6 2024 als r Y: n :.7 . . '. . r_R'L{!V�.��"TFY.4*%.'.Pk Jt�� �� ,�,h�Ak''i �,•f�.6�v,1,Y11d7�. ; .., 'iF�. «,., .. .. .. tiM. b: �i�A'.•'. Received NOV 2 6 2024 eats `a Y F. w _ ' l r r • rj,� �v " M1 � 1J Received NOV 2 6 2024 eals , • �I r 1 I,. I LL1n Is at q, t» t� iki��d6� 'ri1.�,-. � �, *' .,-�; �i'4t��,r:�`., ."�.`x`fif �•.Ni�E�'�l� I"� 't�l� ��r�j r��,��•� �� �►.. I TOWN OF SOUTHOLD AROPERTY RECORC _ OWNER STREET - VILLAGE HDIS-T- LOT LL. gOER OWNER N _ E ACR. - � qq��n ( _ .NJT GYM ` 1 � 1Gn I Lr_ _ : �41 a Tt S V1/ TYPE OF BUILDING RES.� 5AS ( VL. FARM COMM. CB. MICS. Mkt. Value LAND j IMP. TOTAL DATE REMARKS I Q,,C,,C - 22 y d C'o a//bra 6 ee,.- x P— 3,rf` G.CQhl1j/� T� f t 111?7 So G boo, R. 'awta t 'rJF cF .'tz bkaK FC, ' avz: LAY Cx - -- _ ro. t Le .,tea.•, =25K 3-'Qnr) rs 14' AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM I Acre Value Per Value I Acre o Tillable — FRONTAGE ON WATER LU Woodland FRONTAGE ON ROAD 0 c —Meadowland DEPTH o House Plot j BULKHEAD CD Total _ � � DOCK „�s a OR TRIM-it IA t t� f , I T I I 44.-2-17 09/27/2017 M. B dg. I -- - -- i , -- Extension !� i --- ' - /3 6 Foundation �U �'�P �^ Bath �� S I l b f Ir �” I Dinette r C!4 0 _ jBasement ce Floors �i e I K. i tporrh, G�to v Ext. Interior Finish Walls LR. Breezeway I Fire Place He �DR� Garage 'Type Roof ��� c Rooms 1st Floor BR.(0 Patio !Recreation Room (Rooms 2nd Floor i FIN.- i - �. O. B. ; !Dormer i Driveway T Total I IN L/,6 w N 1\V FINNEGAN LAW, P.C. Received 13250 MAIN ROAD NOV 2 6 2024 P.O. BOX 1452 MATTITUCK,NEW YORK 11952 Zwninq Board.of Appeals (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGANQNORTHFORK.LAW By Hand November 15, 2024 Ms. Leslie Kanes Weisman, Chairperson Town of Southold Zoning Board of Appeals 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 Re: Area Variance Variance Application of 8 Jan Court LLCof 8 Jan Court LLC Premises: 58525 CR 48, Greenport, NY 11944 SCTM # 1000-044.00-02.00-017.000 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced Application, enclosed please find a check made payable to the Town of Southold in the amount of$1,250.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated October 18th, 2024. 2) Area Variance Application, including an attachment of explanation. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms for Applicant and Agent. 9) Color photographs of the subject premises. 10) Certificates of Occupancy. 11) Existing Trustees Permits. 12) Assessor's Property Record Card. 13) Current Deed. 14) LLC Operating Agreement. 15) Nine (9) survey prints prepared by AJC Land SurveyiC�dted 12/30/2022. 16) Nine (9) sets of plans prepared by JG Architect dated lgOMN Zoning Board. of Appeals Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. Very y yo s, M Finnegan MDF/ao Encl. ZBA CHECK FEES - 2024 Funding Account B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 11/19/2024 Cortapasso,JoEllen 7987 $750.00 9090 12/9/2024 11/26/2024 8 Jan Ct, LLC $1,250.00 1446 12/9/2024 Martin Finnegan for:QUAIL HOUSE 12/3/2024 LLC 7989 $750.00 1449 12/9/2024 12/3/2024 Clous,James 7990 $750.00 4485 12/9/2024 $3,500.00 RECEIVED DEC 10 = Southold Town Clerk / � 7 Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/10/24 Receipt#: 336361 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7987 $750.00 1 ZBA Application Fees 7988 $1,250.00 1 ZBA Application Fees 7989 $750.00 1 ZBA Application Fees 7990 $750.00 Total Paid: $3,500.00 Notes: Payment Type Amount Paid By CK#4485 $750.00 Clous, James CK#9090 $750.00 En-Consultants CK#1446 $1,250.00 Finnegan Law, P.C. CK#1449 $750.00 Finnegan Law, P.C. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Clous, James 3805 Bay Shore Rd Greenport, NY 11944 Clerk ID: JENNIFER Internal ID:7990 SURVEY OF PROPERTY SITUATE ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. v�1D NOV.15 2024 TAX MAP NO.: 1000-044.00-02.00-017.000 0�� l�J ZONINGBOARD GFApppAL Q DATE SURVEYED: DEC.30, 2022 L �0q 6a O 0 0 LOT AREA TO DEED LINE: 12,450 S.F.(0.286 ACRES) PER oEE� E LOT AREA TO MEAN HIGH WATER:7,365 S.F.(0.169 ACRES) VIE UNE N 6°Q'S A•0 E � � o -ELEVATIONS REFER TO (5 cli 88. -FLOOD ZONE DATA ASPER FDEMA FLOOD MAP:36103CO 157H -EFF.9/25/2009 N `O� a i v O LOT COVERAGE: O v CV DWELLING: 1320 S.F. GARAGE.: 427 S.F. DECKS: 635 S.F. TOTAL: 2382 S.F. (19.1%) `GUI �N > R,,AG N ADJ.BH. TIMBER BULKHEAD TWj 1.1 LAND N/F MARIE C. MCMANN .� LAND N/F RACHEL S.LEVIN rn _ ADJ.BH. CONCRETE 3 "f W 7 1.4 / "� -D / WOOD DECK 1 .6' � V �•. 9� Z pNE Z a 12 WOOD Z NE X w D 3 N 1 STORY DECK P FRAME 16.5',, o C �coT ZAGE N 9.9 WOOD DECK, O CQ 111 0 t QSEP 0 _ nCD ° �^ Z LINEOFEROSION 0 7W6113 _ _ •�" 36.2 (an D� O m �..�.. \ ._ .. o �..�.r^r0': 1 STORY w r' m ° IQ DR CONCRETE IVEWAY m FRAME N H In In N :plDWELLING A m °n In N #58525 m N /y 0 F.FL=12.63 BDG. D U) co 0 30 60 48.2 o.s N �Spg9� Feet WOOD PLANTER a I-AM SCALE: 1 INCH= 3 0 FEET � 70°36'20"V1/ 00.1 8 � s x� � >9 D 93 E VEMENT .r n 0 C EOGE'OF"PA LEGALNOTE3: I.COPYRIGHT2022AJCLANDSUWUINGPLLC.ALLRIGHTSRESERVED. - l}. 10 WIDE•COASTAL EROSION I-IA7J�1�D LINE ` 1 2 UNALJiHORIZEDALTERATIONORADDRTONTOTHISSURVEYMA BEARINGALICENSEDLANDSURNEYORSSEALISAVIOLATONOFSECTIO1,72—. - SUB DIVISION 2.OF NEW YORK STATE EDUCATION LAW. N 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECTCOPIES OFTHE SURVEYOR'S ORIGINAL WORK AND OPINION. `IA 4.CERTFICATONSON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT E%ISTNG CODE OF PRACTCE NORTH ROAD FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS C FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTTJTON LISTED ON O T-IISECER'nR ABONSYMAP. ��,R. q,g) (MIDDLE ROAD) `D S.THE LOCAMOATONSHERGROUN IMPROVEMENTS NSPEEMENT LC OR U 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCRUACHMENTSARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY •O UNDERGROUNDIMPROVEMENTS OR ENCROACHMENTS EYJSTOR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BY T, SSURVEY. 3 T.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR ASP CIFiC PURPOSE AND USE AND THEREFORE E ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE E OFCONSTRUCTT N. 8.ONLY SURVEYS BEARING THE MAKERS EM80SSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMSOSSEOSEAL COPIES MAY CONTAIN EDGE OF PAVEMENT O U UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS.ADDITIONS.AND CHANGES. 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. - 0) 10.ALL MEASUREMENTS REFER TO U.5.SUGV YFOOT. I� UTIL.POLE `4 UTIL POLE L I PA 161.5 D Y (n A.1C WIND,'URVEYIN EP �C------ q I 6 SLJIR�IEYIIRG &'F-1 IING FIVER 1\lI'ANORIR ., MANORU.ILL`Ex1';,1r949 C 10 MAIL: INFO@ GLANDS VEYING'COM M I� I� A� SURVEY OF'=t'f�OP -� r �l�'TY SITUATE ARSHAMOMOQUE TOWN OF SOUTHOLD 110 SUFFOLK COUNTY, N.Y. Received S�U�1D TAX MAP NO.: 1000-044.00-02.00-017.000 NOV 2 6 2024 L �OG DATE SURVEYED: DEC.30, 2022 �04 66 Zoning Board of Appeals o LOT AREA TO DEED LINE: 12,450 S.F.(0.286 ACRES) s PER DEED N d LOT AREA TO MEAN HIGH WATER:7.365 S.F.(0.169 ACRES) 6O q8,40`E o -ELEVATIONS REFER TO NAVD88.-FLOOD ZONE DATA ASPER FEMA FLOOD MAP:36103CO 157H N5 �P��ai?3o-22 o EFF.9/25/2009 a MEP . i O LOT COVERAGE: N DWELLING: 1320 S.F. �- • ' GARAGE.: 427 S.F. 3a22� i "o DECKS: 635S.F. TOTAL: 2382 S.F. ( 19.1%) �'' r\\c2N MEP ,i > G i � n ' ADJ.BH. x TIMBER BULKHEAD TY7 1.1 LAND N/F MARIE C. MCMANNAw. CONCRETE ` LAND N/F RACHEL S.LEVIN TWI 1.. '7W 7 a i' 3 v ex2o =WOOD DECK O �61 . ._.._.._.._. _ 1 .6' v CEO FIL 12X 12 w ZON ENE X w ` 3 WO N 1 STORY DECOK Li r`' a _ LO FRAME 16.5',. o tG.of HEL m COTTAGE P' 22.1 12.t 00 -`V n w rn �,.i In m O W j 20.2 N 9.9 WOOD DECK n OD W O• 1C- O ...r" V m O LISW .NE OF EROSION-,,, O .. tVy611�3.. ..�. 36.2 m m 0 a 1 STORY 1 1 II) DRIVECONCRETWAY N DWELL DRING N FRAEi o In O ^ A m D U a, LO #58525 N m N 30 60 Iz F.F 8.22.63 ED. < 0 �S09gG Feet WOOD PLANTER a LAND SCALE: 1 INCH= 30 FEET a 70D36'20"W 00.18 EDGE'OFFAVENIENT""7 LEGALNOTE.L. > ?: `� ""^ 'E' T O LINE 1.COPYRIGFIT2G22AJCLANDSURVEYINGPLLC,ALLP.IGHTSRESERVED. -v" �' �:" ,1 ^y` 'p-,,, vw'- tO WIDE C'DASTAL EROStONHA7ARD + k •�F` :. 2UNAUTHORREDALTERATONORADDMONTUTHISSURVEYMAPBEARINGALICEN.EDLANDSIJWEYOR'SSFALISAVIOLATIONOFSECTION72Cff ':`� •:: k y ky. - C.., - SUBDMSION2.OFNEWYORP.STATEEDUC MONLAW. 3.ONLY BOUNDARY SURVEY MAPSWITHTHE SURVEYOR'S EMBOSSED SEAL AP.E GENUINETRUEAND CORRECTCOPIES OFTIE SURVEYOR'S ORIGINALWORK NORTH N ANDOPINION. 1 lOR 1 H ROAD 4.CERTIFICATIONS ON'T141S BOUNDARY SURVEY MAP SIGNIFYTHAT THE MAP WAS PREPARED IN ACr_OROANCE WI'TPI THE CURRENT EYJ5TING CODE OF PRACTICE FOR LAND THE BO ADAPTEDBYTHENEW YORKSTATEASSOCIATIONOEPROFESSIONALVENDMENT LAGEINC.'INE TO E LENDING LIMBEDTOPERSONS C FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO'INE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON O THIS BOUNDARY SUR`JEY MAP. .O S.THE_OCATICATIONSDEREIN AREGROUN IMPRO EMEN OR (C R. 48) (MIDDLE ROAD) 2 fi THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NO IMPROVEMENTS KNOWN AND OFTEN MUST A ESTIMATED.IF ANY •C UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIT OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BY THIS SURVEY. 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOP.A SPECIFIC PURPOSE AND USE AND THEREFORE C U ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALL.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHERTYPE cGc OF CONSTT CRON. C B.ONLY SURVEYS BEARING THE MAKERS EMBUSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSED-SE-AL COPIES MAY CONTAIN EDGE OF PAVEMENT U UNAUTNOR17,ED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS.AND CHANGES. D PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. 10 ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT C LITIL.PD 1.UTIL •T LIPA 161 LIPA 161.5 LIPA 1 61 L N A:1C I I�ID?SURVEYIN,(YPLI: C o �. . � r 15 61�IID SL111�11'El'I N G & P N NJN L V1(0DING RIVER M°ANOR�RD M-AN ORUILLE':1 1�949 -HONE i ,MAIL: INFO@ GLAixID� ' VEYING.'COM i L) ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ---------------------------------------------------------X In the Matter of the Application of 8 JAN COURT,LLC Received #7988 MAR p 4 2025 For a variance from the requirements of Sections 280-123 8v 280-36 Zoning Board of Appeals of the Code of the Town of Southold ---------------------------------------------------------X MEMORANDUM OF LAW OF APPLICANT, 8 JAN COURT LLC, IN SUPPORT OF THE RELIEF REQUESTED FINNEGAN LAW, P.C. Attorneys for Applicant By: Martin D. Finnegan, Esq. 13250 Main Road Mattituck, New York 11952 (631) 315-6070 Dated: March 4, 2025 STATEMENT OF FACTS The Applicant is appealing the Building Inspector's Notice of Disapproval, last renewed on October 18, 2024, for a building permit to construct additions and alterations to an existing single-family dwelling and seasonal cottage on a .286 acre parcel located in the RR zoning District on Long Island Sound. The entire parcel and all improvements lie seaward of the Coastal Erosion Line. The proposed construction to the main house consists of the removal of the flat roof on the northeast side of the house and replacement with a pitched roof as well as the replacement of certain doors and windows, which has been deemed to constitute an increase in the degree of the nonconforming .9 feet front yard setback at less,than the minimum 35 feet, with lot coverage deemed to be at 100% (due to the CEHL) exceeding the allowable 25% in the bulk schedule for the RR zone. The alteration to the seasonal cottage consists of the relocation of the existing south facing front door to the east side and replacement of windows within the pre-existing non-conforming cottage. For the following reasons, the Applicant submits that variance relief from Sections 280-123 and 280-36 is warranted. POINT I THE APPLICANT HAS MET THE TEST FOR THE GRANT OF AN AREA VARIANCE SET FORTH IN TOWN LAW §267-B Under §267-B, the Applicant must demonstrate compliance with the following standards to be eligible for the issuance of a variance: (a) whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; (b) whether the benefits sought by the applicant can be achieved by some method feasible, for the applicant to pursue other than an area variance; (c) whether the requested area variance is substantial; (d) whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; and (e) whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. It is respectfully submitted that under the facts and circumstances presented here, the Applicant can clearly meet the standards set forth in Town Law§267-B and as a result, the relief requested herein should be granted. 1. The Grant Of The Variance Will Not Cause An Undesirable Change In The Character Of The Neighborhood Or Create Detriment to Nearby Properties. The subject parcel is uniquely located on CR 48 in Greenport, directly west of the Soundview Inn. There are at least 5 parcels to the west of the subject premises that are improved with single family residences that were constructed and/or renovated with the benefit of variance relief for, among other things, setbacks and lot coverage. (See, ZBA #2358 of 1977, ZBA# 2904 of 1981, ZBA# 4495 of 1997, ZBA# 5344 of 2003 and ZI3A# 6066 of 2007). It is noteworthy that all of those homes are all located in the R-40 zoning district with more stringent setback and lot coverage requirements. Here, all construction will take place within the footprint of the existing structure with no new ground disturbance. While the proposed roof construction will increase the height of the house, it will not extend the nonconforming front yard setback or increase the existing lot coverage and it is substantially conforming to the sky plane regulations. The proposed construction is essentially cosmetic in nature and will improve the aesthetics of the home resulting in a positive change to the neighborhood with no detriment to nearby properties. 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance The Applicant is seeking the benefit of an aesthetically pleasing home with an improved roofline with functional windows and access. The cottage door faces the short driveway on CR 48 making access cumbersome when a vehicle is parked there. Because of the Walz Interpretation, and the pre- existing nonconforming cottage, any alteration to this house and cottage will require variance relief even though there will be no increase in the nonconformity of the existing setbacks or lot coverage and the alterations are largely cosmetic. 3. The Area Variance Sought is Not Substantial. While the variance for the front yard would seem substantial for ground level disturbance, it is not in this instance since the construction will only increase the pitch of the house. The lot coverage relief is only necessitated by the CEHL which deems the parcel as unbuildable. The actual lot coverage is a conforming 19.1% (where 25% is allowable in the RR zone), which is even compliant with the neighboring R-40 restrictions. In addition, the proposed relocation of the door to the cottage and replacement in kind of windows is arguably deminimus in nature and will not increase the degree of nonconformity of the cottage. 4. The Grant of the Variance Will Not Have an Adverse Impact on the Physical or Environmental Conditions in the Neighborhood or District. As stated previously, the proposed construction amounts to a facelift of the house and cottage to improve accessibility and aesthetics. All work will be done within the existing footprint that was established years ago when the home and cottage were constructed. As this Board determined when variance relief was granted to 5 western neighbors, the granting of variance relief here will not have an adverse impact on the physical conditions in the neighborhood and will permit the renovation of the home and cottage in a manner that is entirely consistent with the character of neighboring homes. In addition, as a Type II action, there is no perceivable environmental impact stemming from the proposed renovation. 5. The Self Created Nature Of the Alleged Difficulty Should Not Preclude the Granting of Area Variance Relief. To any extent that the difficulty be deemed self-created, pursuant to New York Town Law §267-B (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." CONCLUSION For the reasons set forth herein, it is respectfully submitted that the standards of Town Law Section 267-b have been met and, as such, relief from the requirements set forth in Southold Town Code Sections 280-123 and 280- 36 is warranted. Dated: Mattituck, New York March 4, 2025 Respectfully Submitted, FINNEGAN LAW, P.C. Atto or pplicant Martin D. Finnegan, Esq. 13250 Main Road Mattituck, New York (631) 315-6070 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK � 00 L AFFIDAVIT OF In the Matter of the Application of. MAILINGS 8 Jan Court LLC (Name of Applicant/Owner) 58525 CR 48, Greenport, NY 11944 SCTM No. 1000- 44.-2-17 (Address of Property) (Section, Block&I.ot) COUNTY OF SUFFOLK STATE OF NEW YORK Owner, ( V)Agent MARTIN D. FINNEGAN, ESQ. r i t. dba 13250 Main Road, Mattituck _ New York, being duly sworn, deposes and says that; On the I day of February � 2025,I personally mailed a the United States Post Office in Mattituck ; 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(V) Assessors, 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,surrqunding the applicant'. er ignature) Sworn to before me this ANNALISE OUELLETTE 2 'day of February ,2025 NOTARY PUBLIC-STATE OF NEW YORK - No.010U6409457 C ! I — Qualified in Suffolk County (l�r0tary Public) My Commission Expires 09-28-2028 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 matting confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Postal .n o m m Domestic Mail Only D, For delivery information,vNit our Website at Wvvw.uSps.com9. 11�It15rttjp. M f I u 1 , m Certified Mail Fee r ,n�,c 11��':y) CD $ -D Extra Services&Fees(check box,add fee g�Pp podate) C-3 ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ Post4k C3 ❑Certified Mall Restricted Delivery $ I 1 f I f, He r'- ❑Adult Signature Required $ Lrl []Adult Signature Restricted Delivery$ Postage �1 ,ill r9 Total Postage and Fees _ Q 9atiQ sent i Suffolk County Er' - Attn: Christopher Wrede ------------ -p Street ; SC Div. of R.E. -Dept of Planning j______ to ------ D PO Box 6100 Hauppauge, NY 11788 I - SENDER- COMPLETE THIS SECTION COMPLETE THIS SFC'�")Al ON DELIVERY ■ Complete items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse X g _ so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B R by inreiVoafne) ate of Delivery or on the front if space permits. 1. Article Addressed to: D. Is ry ad ress Ifferent from ite ElYes - - --- - --- f F ❑No Suffolk County z Attn: Christopher Wrede SC Div. of R.E. —Dept of Planning \I 11787 S PO Box 6100 V , Hauppauge, NY 11788 I` r " --— -�- - — 3. Service Type ❑Priority Mail Expresso II I�Illil�'ll I'I I II I II I IIII III II'II II II II II III ❑Adult Signature ❑Registered MailT R ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ■Certified Mail® itQ_Q. Delivery 9590 9402 8241 3030 8046 78 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationT"' ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label)---— __ ❑Collect on Delivery Restricted Delivery Restricted Delivery _ 9589 0 710 5270 0683 8395 it Restricted Delivery PS Form 3811;July:2020i i PSN 7530-02-000-9053 l r Domestic Return Receipt r )j ( I it r + j ! jff j : I il — Postal • 'r oRECEIPTm o ru •. • .. • � o iN Er W-ITram-Wilirap-1 ` D" m Jf rMi f. Ij lr of m Cl! 1#r3 C}I ' 1 t:ri n r CO i 'Ta s s m Certified Mail Fee y3�•. c:i i_l9C�a. Certified Mail Fee 8c: 952 $ $ 'I;-+ 27 I Caro $ i. ' i s 9 7 ..D Extra Services&Fees(check box,add lee asf p'f Fate) -0 Extra Services&Fees(check box,add fee dS epp�p late) �: t 111 C7 ❑Return Receipt(hardcopy) $ '-1 � � ❑Return Receipt(hardcopy) $ SuI_i IiII ❑Return Receipt(electronic) $ Postmark ❑Return Receipt(electronic) $ %.I_11I i Postmark 0 ❑Certified Mall Restricted Delivery $ 1;l„I CIO Here Q ❑Certified Mail Restricted Delivery $ i,+ _� Here ❑Adult Signature Required $ '`pj:,'_! j r j ❑Adult Signature Required $ _ ru ru []Adult Signature Restricted Delivery$ ! ❑Adult Signature Restricted Delivery$ g Postage Posta a i ,I.f i r-q T.�I P.q$tage and Fees r� Total Postage and Fees P`- '�: : bChKQ o $'i='{' $ Sent To Sent To Cynthia M. Dgheim Streets D, _______, - Carla McMann cc Sheet ar tr► Giuseppe Giatrakis ____ •, 148 Central Ave. -_--_-____ D, clry sia 58670 CR 48 °� city Greenport, NY 11944 Greenport,-NY_1194-4-- - --- -. MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION &PUBLIC HEARING 8 JAN COURT LLC #7988 58525 CR 48, GREENPORT,NY 11944 SCTM 1000-44-2-17 44.-2-17 — 58525 CR 48 N/A— Owner is Applicant 44-2-18 - 58625 CR 48 Rachel S Levin 11220 Soundview Ave. Southold, NY 11971 PostalLF) CERTIFIED o RECEIPT 44-2-16 - 58455 CR 48 Ln Domestic mail only 117 Carla McMann i m " I 148 Central Ave. CO rn Certified Mail Fee VT.u : Greenport, NY 11944 cc $ 0952 —a FAra Services&Fees(checkbox,eddleeas roRnaje) 27 E3 I-]ReturnReceipt(hardoopy) $ ❑Return Receipt(electronic) $ ) f. Postmark 44-4-4 - 58670 CR 48 M1 ❑Certified Mail Restricted Delivery $ $>I_fpi117 Here ❑Adult Signature Required $ '.fi f 1 R r"I Cynthia M. Dgheim Postage ru ❑Adult Signature Restricted Delivery$ Giuseppe Giatrakis C3 58670 CR 48 r ge and Fees CQ1!9,j;fiyr Greenport, NY 11944 C3 SentT; � Er WachM S Lev'irY - Icp Streeti T,I.220 S:oundview Aye;; 'I'--------- 44-4-3.1 - 58470 CR 48 Er atiy sit Southold NY 11971 (------------ Suffolk County Attn: Christopher Wrede. -- - _— SC Div. of R.E. - Dept oil SENDER: PO Box 6100 ! ■ Complete items 1,,2,and 3. A. Signature Hauppauge, NY 11788 ■ Print your name and address.on the reverse �.� ❑Agent so that we can return-the card to you. X : ' ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1 1_ Article,Addressed_to:,,_ D. Is deliveryaddress different from item 1? ❑Yes Rachel S Levin ' If YES,eter delivery address below: ❑No 11220 Soun'dview Ave. / Southold, NY 11971 ' II I IIIIII IIII III I II I II I IIII III II I II II I IIII I III 3. Service Type ❑Registered Priority Mail Express® ❑Adult Signature """� ❑Registered lMailym Expr 11 Adult Signature Restricted Delivery ❑Registered Mail Restrictedt N Certified Mail& De9590 9402 8241 3030 8046 61 O Certified Mail Restricted Delivery O Signature l ive Confirmation ITM•j ❑Collect on Delivery Cl Signature Confirmation t 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery snail j 9589 0 710 5270 0683 8 3 9 5 50 `Ia II Restricted Delivery ;PS Fofm =;:duly 2020.PSNt7530:02-000=9053= t 1t j 6'l f I'i ' I `i f 'f f i l i) •' i Domestic Return Receipt.j a f - . . . A. Signature ■ complete items 1,2,and 3. ❑Agent f S ■ Print your name and address on the reverse X ❑Addressee 1 SO that We can returri'the card to you. g, Received by(Printed Name) c. Date of Delivery} ■ Attach this card to the back of the mailpiece, r `oi on the front if space permits. i 1. Article Addressed to:_, ,. -.. D. Is delivery address different from item 1? ❑Yes "v If YES,enter delivery address belo p No f f Carla jamann I 148, tral Ave. Greorport,�'NY 11"944 Y f j �— �I--I I IIIIII IIII ❑Priority Mail Expre ss® 3. Service Type❑Adult RR ❑Registered Mal TM ❑Adult Signature Restricted Delivery ❑Registered Mail Restrict ed DeliveryIII III IIIIIIIIIIIIIIIIIIIIIIII ®-Certified Mall® Ii❑Certified Mail Restricted Delivery' ❑Signature ConfirmationT"' 9590 9402 8241 3030 8046 85 ❑Collect on Delivery ❑Signature Confirmation �_livery ResVicted Delivery Restricted Delivery 2. Article Number([!ansfer_from -'-------.,livery 3 estdcted Delivery 1 9589 0710 '52?a 8395 over$500) I Domestic Return Receipt PS Foim j3811,J412g1 O1PSI4 75303&-000-9053 i TOWN OF SOUTHOLD - ZONING BOARD OF APPEALS SOUTHOL:D,NEW,YORK G Q�f' LLB AFFIDAVIT OF In the Matter of the Application of: POSTING 8 Jan Court LLC 44.-2-17 SCTM No. 1.000 (Name of Applicants) (Section, Block& Lot) COUNTY OF SUFFOLK. STATE OF NEW YORK I, MARTIN D. FINNEGAN, ESQ. —_1.,8idi1jgM dba 13250 Main Road Mattituck ,New York,being duly sworn, depose and say_that: I am the( ) Owner or(V),Agent for owner of the subject property On the 2� day of February ,2025, I personally placed the Town Official Poster on subject property located at; 58525.CR 48, Greenport, NY 1194.4 indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten(10) feet or closer from the street orxight-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 d ich h aring date was shown to be March.6, 2025. (Owner/Agent Signature) Sworn to before me this Day of February 2025 ANNALISE OUELLETTE NOTARY PUBLIC-STATE OF NEW YORK (Notary Pu 1�c) f No.01 OU6409457. Qualified in Suffolk County My Commission Expires 09-28- 28 * near the entrance or driveway entrance of property,as the area most vwsi�i?e to passerby ., P „r i '� "0, rim--...• '+..ww^.�nm \ 1 0 11 4. 7-17 ...�.. is. � .��..-..+.,�--_._•.,.__._,_ ••.�» R LICE OF HEARING �- NAME CTWLI ._.-Z. � TN r: ♦RywCE.yUW44'2-yT V NT9HH "'` � � `� } ,�,p'. $ CO AC ys . VOE ETBN LOT kz d, R44E r -. � Y ,,��,,, a ��� .:� ,.•� �� �a g t. a 1 i•g 0 - a a> y l 'c i Y LEGAL NOTICE ' le, SC. ,,OLD TOWN ZONING BOARD OF APPEALS ,� - THURSDAY, MARCH 6,2025 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 l 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 1 1 971-0959,on THURSDAY, MARCH 6,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-FISHERS ISLAND COMMUNITY CENTER, INC.#7986-Request for Variances from Article 111,Section 280-14;Article III, Section 280-15;Article XXXVI,Section 280-208 and the Building Inspector's September 3,2024 Notice of Disapproval based on an application for a permit to remove an existing mobile home and to construct a new single family dwelling; 1)parcel is less than the required 120,000 sq.ft. in area for each use, proposed construction will have three uses;2)located less than the code required minimum front yard setback of 40 feet;3) located less than the code required minimum rear yard setback of 50 feet;4)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code; located at: Fox Lane,Fishers Island, NY.SCTM No. 1000-12-1-1.2. 10.10 A.M.-8 JAN COURT, LLC #7�98 -Request for Variances from Article VII,Section 280-36 and the Building Inspector's October 18,2024 Notice 5FD sapproval based on an application for a permit to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single family dwelling,both located in the Coastal Erosion Hazard Area;at 1)dwelling located less than the code required minimum front yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%;3)seasonal cottage is a nonconforming building containing a nonconforming use which shall not be enlarged, reconstructed,structurally altered or moved, unless such building is changed to a conforming use;located at:58525 County Road 48, (Adj.to Long Island Sound)Greenport, NY. SCTM No.1000-44-2-17. 10:20 A.M.-QUAIL HOUSE, LLC#7989-Request for a Variance pursuant to Chapter 236;Section 236-13V and Chapter 275;and from the Building Inspector's October 11,2024 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and porches and construct a new two-story single family dwelling;at; 1)no land having a slope equal to or greater than 20%shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functioning of natural or engineered drainage and erosion control measures except accessways to shorelines permitted by Chapter 275; furthermore natural vegetation and topography shall be retain to stabilize soils and reduce the volume of stormwater overflow;located at:2477 Oriental Avenue, Fishers Island,NY.SCTM No. 1000-10-10-6. 10:30 A.M.-ROBERT AND CAROLYN MELILLO#7991 -Request for a Variance from Article 111,Section 280-15 and the Building Inspector's October 18,2024 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool; at; 1)located in area other than the code required rear yard; located at: 1235 Wells Road(Adj.to Richmond Creek), Peconic, NY. SCTM No. 1000-75-6-13.1. 10:40 A.M.—PHILIP SICURO#8001 -Request for a Variance from Article 111,Section 280-15 and the Building Inspector's January 21,2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at; 1)located in area other than the code required rear yard; located at:490 Victoria Drive,Southold,NY.SCTM No. 1000-78-9-71.3. 10:50 A.M.-MARY BOGOVICH—#7994-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's July 30,2024, Revised November 15,2024,Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at 1)more than the code permitted maximum lot coverage of 20%; located at:720 Founders Path,Southold, NY. SCTM No.1000-64-2-18. 11:00 A.M.—BRANKO JOZIC#7996-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's November 6,2024, Notice of Disapproval based on an application for a permit to legalize"as-built" additions and alterations(inclusive of an"as-built" rear deck addition)to an existing 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;located at: 12960 Main Road, East Marion,(Adj.to Gardiners Bay)East Marion, NY. SCTM No. 1000-31-14-10. 11:10 A.M.—HASDAY 2023 FAMILY TRUST/CRAIG HASDAY,TRUSTEE#7997-Request for a Variance from Article IV,Section 280-18 and the Building Inspector's October 15,2024,revised December 5,2024 Notice of Disapproval based on an application for a permit to legalize an"as-built"9.9 ft.by 22 ft. deck addition attached to an existing single family dwelling;at 1)less than the code required minimum side yard setback of 10 feet;located at:200 MacDonalds Crossing,(adj.to Peconic Bay)Laurel. SCTM No. 1000-145-4-16. 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. Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that, no documents will be accepted by this office,but may be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: February 20,2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E. Fuentes 54375 Main Road(Office Location) P.O. Box 1179,Southold, NY 11971-0959 r 443ca6bd ._-,_ southoldtownny-gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, "Ihe undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 02/27/2025 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 04 day of March 2025 Digitally signed DOUGLASWREA by douglas w rea Notary Public•State of New York Date: 2025.03.04 NO,OIRE6398443 18:25:10 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS *0f S�UjyO Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �Q Town Annex/First Floor, Robert Lehnert,Jr. 0��. 54375 Main Road(at Youngs Avenue) Nicholas Planamento coum 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, MARCH 6, 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 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. MARCH 6, 2025: 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.aov/calendar.aspx. 10:10 A.M. - 8 JAN COURT. LLC —#7988 - Request for Variances from Article VII, Section 280-36 and the Building Inspector's October 18, 2024 Notice of Disapproval based on an application for a permit to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single family dwelling, both located in the Coastal Erosion Hazard Area; at 1) dwelling located less than the code required minimum front yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3) seasonal cottage is a nonconforming building containing a nonconforming use which shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use; located at: 58525 County Road 48, Greenport, NY. SCTM No. 1000-44-2-17. 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. Link:http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: February 20, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 63095 Main Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 11FF04, ori� Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 a - y 2 Southold,New York 11971-0959 %AWOy 1� Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: February 3, 2025 `+E;, I�N'STR+U10"TMhoNS FiOR PUiB'LIC HEAR iNl Dear Applicant; The March 6, 2025 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. Below, please see instructions required to 1 prepare for fhe 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 February 27,2025.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 adiourned 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 February 27, 2025, 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 ItS+PS Certified Mail Return Recei 51 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. We Instructions for ZBA Public Hearing Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done February 21,2025. 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 kimf@southoldtownny.gov or elizabeth.sakarellos@,town.southold.Liy.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> hfts://southoldtownny.gov/DocumentCenterNiew/l 0528/2024-FinalAssess Rol I IMPORTANT INSTRUCTIONS: ,' Scan and email the USPS mailing receipts, green signature.cards and aff davits :to. 'mf(&,southoldtownny. ov, and **PROIVIPTLY.USPS 1VIAIL* :ORIGINALS:to the 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 NNTiM.** r THE LAST DAY TOO SUB o T W + TTEN DOCLTiMENTS TUT �I O h F 'CE FOR THE B IBERS WILL BE THE + '+ - Y FR+IOR TO HE FUDLI 1. i i C1. AFTER THAT NO DO+CU�TS WILL B'E ACCEPTTEID BY THE OO FFICE BU AN BE SUBM�ITTEaD U I�HE BOA ME1MBERS AT PU13L C HEA a G Kim E. Fuentes—Board Assistant r � � ,Laserfiche Instructions` for Zoning Board of Appeals Records S 1 U THOLD � ©•� Q otutunen rvic ISitl[iWL A 4 t 4 �.r.�= � t l 1 qq j1 erg y �.'+.,+' B k :4P>r :1 '�e s S'�sP .�� }��.r tr{, �w !y♦ i�t�Cr•- i'�'" 1 niy'N ft� �r 7�{' s��tXr � a'�itj i[e6� "�+,r` lliapef l:i-S. q�adash t`=t 'TowraC,ak riOnLne.Pa�nisaW ��f'�ir�'e BecaRtsln �,: .xCa+viv� r�'.q�s t�-t'`� r .'�''��rPAp use�ee'Y��i•-l.ti��,i^`xY�v .�i �4i�w r.{ r d t��?'r'ti ��`x�ry;1.. 7aur6�rlit 'SAr<Zx;.InkE[arf3 Faxm APPLtztiom.�.,-t Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche Vleounk °® .t. •" '"'" _ acme Browse ;ear_n fown0(Suurnolo TownOfSouthold Name Pap—t rown aer. Entry Pro"mes Path tru,ees Vlln Zoning(hard of"Poems izant Creatlon date ::_'Zol,; _,2.n s., .oag`. ..._ Fine e. 2 29 Entries Last modified Metadata .:t124:iY.:a51�L'X� 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 WebUrlk .Home Or— Search Zoning 3oardO(ApQea152BA) Zoning Board of Appealsmama Page count rempgtie name (ZBA) AlPhIle'll"Index Entry rnperCes Board Actions [.aserficiie Search Guides Path:,f,�uzr Ullz Meeting Schedule, U,7 : C:. C Jr. .1 Appeeii,;ZEA) WriuceslAgendalikegal MoucesiHeanngs Creation date oehdv,. -i— -:C — Rep.rtS W2cli3, P.— Last modified Special Event Permits 5/2117017 1,'.AM Tra-rig Reci-emelts MA Ciffi—iS Metadaw ZBA Policies ElCeDhOns U9 Code 280,10C(3) jurisdiction Ust;ng ZBA 13..k.f Mapped 077 E-cm;Lots 39 .c,du,.3i P—o,. Ag,eenems.Cont-13 Leases Buik Schedules 5 Vag.I it 1 'AEntries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebL,.nk -fame Browse S.a,h 30,310 Actions Board ActionsName ga:..nt T—i— a— '9574979 980-1999 Path EA;"j,1; 2001 Creation date 2002 2003 Last modified 200� 3;211:z 3-1 -36:1 AA 2005 Metaaia 2006 zoo-, mog 5 2017 aending Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 -W P 0 C, Wnd- las[mO 7:1 I-M sa -d moos vv 'A rota r —d Above:See listed File Numbers. Click on file you are searching. cashel 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 Webl-ink Home Browse search :,ste'-zi- 'i Relevance 7016 v64 Page count:E!q Template name:Board Acuons Reset lao- Cohn shc Kns--Cashe,DROOER-e LOCAT:GN:16.1_aver 3hinve-11 C7rN'`"*I 100,9�-.26 min,mus so-vai to rerho.. -9.2017 17016.CaShel 5CTM No.1000.9-26 WLAN r:he-r-ances as COLIN _N CASHEL SK-7 ION 309 BLOC... T*,..a,Anl,-(C-he-1-0 a..342�,shers Is.and NY Show.rhore;nformaCion 7018 Page count:56 Template name:Board ALmons .4-9:30 A.M.-CO-L N r�ASHEL AND Va.nances-d' qlc:a 103.—ANN... <R!S--N CASHEL�71 01 8-R-.-St Of-000SeU Ve"IS OC-0 h Othe-na 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.-l-1. Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLlnk Home Browse Search '•..h o`s�u- o,"'-.ng i nar 7 of A0[eals 29a1•m-;tesjAgenda5jLdga1 Notice"eanngs Minutes/Agendas/Legal Name page coon[ iemptaterame Notices/Hearings '.19574979 EntryPraperaes 1980.1999 -;2000.2009 Path 2c+B taa,oY,oe:tnoE�zar,:rte 3rarC npp;'<ais ,2011 ;ZkYVValnute:;lgenoav!egat 2017 NullCic!Hearingl: . Creationdate ::'2013 7rU xt ,:2e PM -201A Last modified 2076 Metadara 20!7 He metodata as:tined Paga of 1 1 s Ent. Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebUnk r ° �;•tee,:=. �•c .,.,r Home Browse Search �,viCfiru;no,d Lx•irv;30a:':cr>o0eals;29,=.�.b'.n•,.t:i:?&en7a<;!tidal�JntevMt.lrngs 2017 2017 ,am, Ceara Template name .Aa1.05;211. Entry P-operties •Z3?-�i+�05;2:�'=;coda 1 path 23:-'Jt:0i:30"=eanng 40 sat:'.III ..Z3A-01;Oi!2017_y a Z3.4.0l'l9n017 Z Z3A•Ot:+or0+;agenda - Creation date Last modified Z3A-02!01^_017 Agenda 0 ' ''z,_.•-.` y 7_3A-02,'02!20i?-+eering l5 -02.'0 MCCaclata --'9A '-'nO t'-Y 3 . ZSA-02,16,2011'Agenda - retnf�i:i a ZBA.02:16;20+7 iPeca! 3 _<aure&aesutss ..._ y Z3A-031021 2017 ,Mheahh/pep-smearaUsrs2 ZBA-03;02.12017 Agenda Z3A-03;02R017 yeanng 65 ZBA-03!02;201 7-N 3 Z3A 03i 1612017 Agenda - ZBA-03!I6!20'7 ipecal ZSA-0406!201 Z3A-0W06!2017 Agenda Z3A:0=:'06:201 7-eanng 15 Above: Agendas, Minutes and Transcripts are in chronological order. �Tl �� I= U I= H 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 - httpm.//southoldtownny.gov/calendar.aspx NAME 8 JAN CT . LLC # 7988 Z.CTM # : 1 000-44-2- 1 7 VARIANCE: YARD SETBACK, LOT COVERAGE BEQUEST: ADDITIONS & ALTERATIONS TO AN EXISTING SEASONAL COTTAGE & TO AN EXISTING SINGLE-FAMILY DWELLING DAT E THURS. , MARCH 6, 2025 10N10 AM 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 F BOARD MEMBERS l Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road• P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora �.. .' � Office Location: Eric Dantes ^.eP�� Town Annex/First Floor Robert Lehnert,Jr. CQ ,�.. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 November 26, 2024 Suffolk County Soil and Water Conservation District Attn: Corey Humphrey 423 Griffing Ave Riverhead, NY 11901 Re: ZBA# 7988—8 Jan Ct LLC Dear Sir or Madam: We have received an application to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single family dwelling, shown on the enclosed site plan. The hearing on this application is expected to be held in approximately four weeks. Enclosed is a copy of the site map, together with the application and.a copy of the area map. May we ask for your assistance in an evaluation and recommendations for this proposal. Thank you for your assistance. Very truly yours, Leslie K. Weisman Chairperson jjVvv�------f By: Encls. Site Plan/Survey: AJC Land Surveying, PLLC, last dated December 30, 2022 Page 1 of 1 pF SO(/T BOARD MEMBERS y0t) Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road P.O.Box 1179 ' Southold,NY 11971-0959 Patricia Acampora "G', • 0 Office Location: Eric Dantes Town Annex/First Floor ,O�� Robert Lehnert,Jr. CQ(j {,N 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 November 26, 2024 Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office Town of Southold RECEIVED Town Hall Annex N 0 V 2 2024 Southold,NY 11971 LSoutholdlown Re: ZBA File Ref. No. 9.7988 — 8 Jan Ct, LLC. Planning Board Dear Sir or Madam: We have received an application to construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Survey/Site plan: AJC Land Surveying PLLC, last dated December 30, 2022 4�$0(/T Southold Town Hall BOARD MEMBERS oy�� Leslie Kanes Weisman,Chairperson ti O 53095 Main Road P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora G ;' :' Office Location: Eric Dantes ��.'��.�' Y©� Town Annex/First Floor Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 November 26, 2024 Mr. Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7988 Owner/Applicant: 8 Jan Ct, LLC Action Requested: construct alterations to an existing seasonal cottage and construct additions and alterations to an existing single family dwelling Within 500 feet of: ( State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: Encls. Site Plan/Survey: AJC Land Surveying, PLLC, last dated December 30, 2022 A) %idix A - County Referral Form Appendix A-Suffolk County Planning Commission Guidebook Suffolk Planning Commission Submission Cover m for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Greenport Local Case Number: 7988 District: 1000 Section: 44 Block: 2 Lot: 17 Local Meeting Date: 3/9/2025 Application/Action Name: 8 Jan Court, LLC Public Hearing: nYes tNo Referring Agency: Type of Referral: Planning Board or Commission 7GML239/A14-14 S.C.P.C. Regulatory Review Zoning Board of Appeals FISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. ❑ IMA Review Requested, County Regional Issue: SEQRA Action: FIEAF ❑Lead Agency DDraft Scope ❑Draft EIS Dinal EIS Findings Brief description of application or proposed action: construct alterations to an existinq seasonal cottage and construct additions and alterations to an existing single family dwelling Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.• • A municipal boundary, • The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision EISEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) FUse Variance Moratorium ❑Special Use Permit/Exception/Conditional Use Area Variance Site Plan Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us (�Yw Applicant Contact Name: Martin Finnegan, Esq Applicant Address: P.O. Box 1452, Mattituck, NY 11952 BOARD MEMBERS so yo Southold Town Hall 1 Leslie Kanes Weisman, Chairperson e`0 53095 Main Road-P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. cn Office Location: Nicholas Planamento �� ^�,Q Town Annex/First Floor Margaret Steinbugler C�� ,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtdwnny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 24, 2025 Tel. (631) 765-1809 Martin Finnegan Attorney at Law P.O. Box 1452 Mattituck,NY 11952 Re: ZBA Application#7988, 8 Jan Court, LLC 58525 County Road 48, Greenport SCTM No. 1000-44-2-17 Dear Mr. Finnegan; Transmitted for your records are copies of the Board's March 20, 2025 Findings, Deliberations and Determination, the originals of which were filed with the Town Clerk. Before commencing any construction activities, a building permit is necessary. Please 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 the office. Sincerely,. Kim E. Fuentes Board Assistant Encl. cc: Building Department 5 N 343.932 ,1C � F° 1 N s ae 35P W-I I / I COUNTY OF SUFFO ' c� m 5., ,0.4A /_-..—�...� 1 1 19 4• }� Gam• `8 vP �( 02 s 16 Jan ft t-LC FOR PCL.NO. 1 O\ SEE SEC.N0. $ 0 10PM r ,�.-.� 045-0,-9., w 1r. � Ix q`f-� - Ib ® I 4tN - -4 3.1 /\ COUNTY OF SUFFOLK 1 � I 3 M +v 389 \ N 340 882 TOWN OF SOUTHOLD SECTION NO NOTICE �s�^� COUNTY OF SUFFOLK K C MAINTENANCE,ALTERATION.SALE OR : � Real Property Tax Service Agency v 01STRIBUTION OFANY PORTION OF THE 045 VILLAGE OF Aww SUFFOLK COUNTY TAX YAP IS PROHIBITED "": County Center—LE NYN90, �4 ,. SCAIE IN FEET.__ M r r• c ys�v� Fp�KcO aV TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 Mips://www.southoldtownny.gov y� p� ® /� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I I= E 1'p E Lr Dh PERMIT NO. Building Inspector: -T'��2� 3\LJ ` ' Applications and forms must be filled out in their entirety.Incomplete L OCT - 3 2023 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Bljil€;ing Department -rT,"n c f 3ou-0-:old Date: 2 - ) - ) 3 OWNER(S)OF PROPERTY: Name: Y Ulf SCTM#1000- Project Address: ��o2s�5 C pub lCd. Phone#: C514 - ,3 8-4 _ O S 7ln Email: Mailing Address: 411 C�ra- �D�'l 1�01,(�-E- S. Se7'a-m-l-k-c� AJY 7ZO CONTACT PERSON: j.e f)co l e3c)-a3 Z'8 Name: Mailing Address: C�2'P'/ / W. (�)Il IG./, Phone#: �3 ��� Email: e OAS@ 1 nou DESIGN PROFESSIONAL INFORMATION: Name:�Cl h n rarx/I e k Mailing Address: � Owfe opSlq f c5W& 3Q(p(P F•�� a t� /V y //73 Phone#: 631 . 32"` r 75- Email:��rarxl i Cam- rYMa,+ CONTRACTOR INFORMATION: Name: o be a'-4"ryVQ"S4 Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION y ❑New Structure ❑Addition X4lteration 911epair t>-�Demolition E ed Cost of Project: ❑Other $ W®0/ 0 0 D - a Will the lot be re-graded? ❑Yesl*O Will excess fill be removed from premises? ❑Yes XNO r 7'e r i 15 r 'orts s ( O o�-' \ e'L in�� r e,�& �.1�-'� c� , Gov—cs&+S%d,�. �o��r-y-fl S o�ccL I►r-TnVyc lcvn-}�er, n�ygra.,�„ti�Yal PROPERTY INFORMATION Existing use of property: residential-single family dwelling intended use of property: residential-single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR - residential resort/non-conforming this property? ❑Yes%No IF YES,PROVIDE A COPY. 'Check Bdk After Readiiig:-•-rife owner/contractor/design professional Is responsi6te for all drainage and storm water-Issues as provided by Chepui 236 of tfie.Yown:Gode.APPLICATION IS HEREBY MADE to the.Building Department for the Issuance of a Building Permit,,pursuant to the BuildingZone- Ordlnance of ttie Town of Southold,5uffoili;County,,New Yorttand other applkable laws,Ordinances or,Regul3lIons;for the.mnstnution'of bu>tdleps. additions,alterations ar for,removal or demolkton as herein desat6ed.The applieaet agrees to comply with sII apptka6lo laws,ordinances,butid(iigcode; housing code oncl regutatk►ns and to admit'"authorised.btspecton:'on premises aad M bulidTng(s)for necossary insp"actions falae'statements made heroin are punisfft+bii ai s Class A rhledemeanor pursu®nt to Section 210.45 of tiir New York Stator Penal law.. Application Submitted By(print nacre): �E i�P✓ �Q��� @Aut.,horized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF ) s being duly sworn,deposes and says that(s)he is the applicant (Name of Individual signing contract)above named, (S)he is the (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�l day of Uty� ,20 N ry Public PORTIA GELORMINO PROPERTY OWNER AUTHORIZATION Notary Public-State of New Yojrk No.01GE6427218 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires Dec 20, n, i t residing at t., D�UIJ r � ���� ' ' 1 do hereby authorize ��C,f'1✓) ✓ ���-S _to apply on FI my behalf h Town of Southold Building Department for approval as described herein. O ner's Signature Date t . Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: residential-single family dwelling Intended use of property: residential-single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR - residential resort/non-conforming this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check Rox After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chepta 236 of the Town Code.APPLICATION IS HEREBY fNADE to the Budding 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 buddings, eddltiotK,alterations of for removal or demolition as herein desal6ed.The applIcant agrees to comply with all applicable laws,ordinances,building code, housing code and reguWtlons and to admit authortred hnspectors on premises and In budding(s)for necessary Inspections.False statements made herein are punishable as Class A misdemeanor pursu�rt to Section 210.45 of tie New York State Penal Law. rint name): Je Ii T, C{ v—Q @Authorized Agent Downer Application Subr;,itted sy( ' f Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF &&' ) k-cd s being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said wprk 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 p p In,� ,pv n� day of N ry Public PORTIA GELORhAINO PROPERTY OWNER Af�1�i HO UZATION Notary Public- late of f18eW York (Where the applicant is not the owner) Qualifiolk county My commission Expi in irres Dec 20,2025 T', AY, I residing at I, to apply on �(7 I ��f�� 'V� do hereby authorize �JG�)1�� ✓ ���~S my behroner Town of Southold Building Department for approval as described herein. i ' Signature Date Print Owner's Name 2 SURVEY OF PROPERTY _ SITUATE DISAPPROVAL ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-044.00-02.00-017.000 DATE SURVEYED: DEC.30, 2022 0 LOT AREA TO DEED LINE: 12,450 S.F. 86 ACRES) pER LOT AREA TO MEAN HIGH WATER: 365 50.169 ACRES) TlE t 1�E DEED m/ M 6°A$AO,IE ELEVATIONS REFER TO FLOOD ONE DATA AS PER FDEMA FLOOD MAP:36103CO 1 57H N� �PiEa%3a2?/ / N EFF.9/25/2009 0 LOT COVERAGE: o DWELLING: 1320 S.F. GARAGE.: 427 S.F. DECKS: 635 S.F. /..�'' �P.�a�••�,-� TOTAL: 2382 S.F. (19.1%) > /- ''•TIMBER BULKHEAD Twi l 1 ADJ.BH. LAND N/F MARIE C. MCMANN.W 1 1. CONCRETE �w�• LAND N/F RACHEL S.LEVIN �� �N 3 T4 /• I 9 / 8 X 20 it / WOOD DECK EEL 16'�..�..•r••"' O 1 .6' N e s r ° 12x t 2 III z ZO i'' X w z E 0 3 U 1 STORY DECx �p�� g �'' To 6�,' D P FRAME ®� sy Z +COTTAGE 22.t tz.l 16.5,. o m Mom" ® ~ w i m v o 1D � 20.2_ N 8.9 wpoD DES •• m LL! o Sc - p BW6.1 .. �•- D m LINE OF EROSION O r- Twt 1_s,,,_.. 13 .2 D _O c to CONCRETE ro FRAME 01 �' z 'o - DRIVEWAY N, DWEWG N N r In i _L N #58525 r N z F.F48.2 3 BOG. 0 30 60 ae'2 0.9 N s�9 � Feet wooD PLA ER 'a p 70°36'20 Iw 0.18 H +� SCALE: 1 INCH= 30 FEET '�, z U s>9 ip 3 3 E EGAL NOTES� r' £D.GE O -PAVEMENT j ,.,' +} O ` -fd r - { ''a ` r SION HAZARD LINE �" ,- I.ccPrwGHr2° AJC L:.NO SURVEnT.G PLLc.ALL wcxts RESERVED. `. ,, f0 WIOE COASTAL ERO ? C 2.UNAUTHO - TERAnQN �t� 1 SUBOIVISON NEW YORK STATE EDUCATION LAW. .,.,.. ..,..`...s.......�.�.-.�.._.....w��_.,.-.... .5..._-�_.....__,_......�......_..,.........�._.--.__ _�.. ..-v�..� .__......�. 3.ONLY EOU.' SURVEY MAPS VATHTHE SURVEOKS EMBOSSED SEALARE GENUINETRUE AND CORRECT COPIES OFTHE SURVEYOR'S ORIGINAL VIORK p. O AND OPINION.. NORTH ROAD 4.CE TICATIONS ON ni1S BOUNDARY SURVEY N.AP SIGNIFYTHATT EMAP`VAS PREPARED LNACCORDANCE W4 THE CURRENT ExISTING CODE OFPRACTICE FORLAND SURVEYS ADOPTED By niN-APIS ORKSTATEAS ETrnE OF PROFESSIONAL LAND'.Y d YOR&I.NC.THECoR ELTiONISL'MI:ED TOPERSONS C FORK UNTHEEOUIVDARYSURVEY h'.AP IS PREPAP=D.T°THETRLE COI.?AhY.TOTIEGOVERNNEMALAGENCY,AND TOTHE I.uVDiNGINSTRli10N LISTED ON O MIS BOUND4RYSVRVEY"AP. MIDDLE ROAD) r 5.THEGERTIFlCAnONs NEREINARE NOTTRY NSFERABLE. U U.THE LOOUNDI.OFUNO.-IE O RENPRO`JEIIENTS ORENCROAREM OWPRENOIPROVE ENTSOR AN'DCFTW NENT2EESTOTCOV CFAN�OVERED (C.R. L1.8) ( .� U:1^.z_RGRCUND I.Y.PROVE`.l&YTS OR ENCROACHME.NT.i'E)CGTOR ARE SHOWN.THE IMPROVD4ENT"OR ENCROACHMENT SA'ZE NOTGO'TREL BY THIS SV.ZV l•. �.TY;=OFFSETS(OR RhvVSIO•i5)SHOY.N HERirON FF:(T ITHE`T{UCRJSCSTO'fHEPROPERTY U\SPF7E FUP.ASPECIFIC PURPOSE hV D USEFSRD PiEfCFOAc E ARE NOTINTENOED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS.PATIOS PLANMNGAREAS.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CO.NSIRUCTION. E &ONLY SUMILYS BEARING THE FIAKERS EMBOSSED SEAL SHOULD BE ALLIED UPON SINCE OTHERTHAN FAIBOSSEOSEAL COPIES MAY CONT.A:N EDGE OF PAVEMENT O UNAUniCR@'D AND UNDE iTCT.�9LE hfO01FTGATDN5.CEI._R1ON5.ADDITIONS.AND G4.1V GES. V 9.PfiCPE-iTY CORI�T_A MONUNZNTS WERE NOT SETAS PAR TOFTHIS SURVEY UNLESS OI-MATSE NOTED. I Q ALL MEASUREhIENT'REFERTO U.S.SURVEY FOOT. �UTILPpLE O t1TILPOLE LIPA 161.5 - KILJPA 161 :1G�L`.AI�IDa S _URVEYING PLLG J � ' "LAND SLIRVEYINC & P :L r, _ I . LAIVNII`IC, I^. 153 WADING RIVER MANOR RD , MANORVILLE Y,ti 1.9_49 R Y a .: PH"O'NE 631 846-9973 r_s �- -'EMAIL: INFO@AJCLAIVDSURVEYING.COM 1 U .1 / Coo � WALL TYPE LEGEND DRAWING INDEX FILE LOCATION: DESCRIPTION SYMBOL KEY CV-1 COVER SHEET NEW INTERIOR PARTITIONS GN-1 GENERAL NOTES,SPECS,&BUIDDING CODE REFER TO WALL CONSTRUCTIONVq CHART CC-1 ENERGY& CODE COMPLIANCE REVISIONS: NEW EXTERIOR WALLS CONSTRUCTION PLANS NO. DATE DESCRIPTION DL , REFER TO WALL CONSTRUCTION D-1.1 1ST FLR DEMOLITION PLAN-MAIN HOUSE CHART 1ST FLR&BASEMENT DEMOLITION PLANS-COTTAGE 2 IF REFER TO SECTIONS&PLANS FOR ADDITIONAL MATERIALS A-1.1 1ST FLR CONSTRUCTION PLAN-MAIN HOUSE \woofN N Y 1ST FLR&BASEMENT CONSTRUCTION PLANS E0 T 58525 C '60� U N TY rlm'0%'ok D 48 1 4m 4 -COTTAGE 3 A-1.2 ROOF PLAN '4 NEW POURED CONCRETE WALL REFER TO PLAN FOR THICKNESS. 5 REFER TO GENERAL NOTES FOR MATERIAL SPECIFICS ' °= EXTERIOR ELEVATIONS _ EXT E rKom"k I OR AAft L T E RAT 10 114 wfi�or '% 6 A-2.0 EXTERIOR ELEVATIONS 7 NEW CONCRETE MASONRY UNIT(CMU) A-2.1 EXTERIOR ELEVATIONS WALL 8 - REFER TO PLAN FOR THICKNESS. REFER TO GENERAL NOTES FOR BUILDING SECTIONS-WALL SECTIONS-DETAILS 9 MATERIAL SPECIFICS A-3.0 BUILDING SECTIONS&DETAILS EXISTING WALLS EXISTING FRAMED WALLS TO REMAIN. COORDINATE FINISHES ACCORDING TO STRUCTURE-FRAMING WORK SCOPE S-0.1 STRUCTURAL NOTES NYS STATE LAW: S-0.2 NAILING&CONNECTORS SCHEDULE UNAUTHORIZED ALTERATION OR NEW OPENING IN EXISTING WALLS ADDITION TO ARCHITECTURAL EXISTING TO REMAIN WITH NEW OPNG S-1.0 FOUNDATION PLAN PLANS OR SPECIFICATIONS ADDED. REFER TO STRUCTURAL PLANS —^-1 S-1.1 FRAMING PLAN BEARING A LICENSED ARCHITECT'S &SECTIONS FOR ADDTL INFO. —.J SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, DEMOLITION RULES AND REGULATIONS � ALL ITEMS&SYSTEMS BEING REMOVED =________- OF THE STATE OF NEW YORK. \ SHALL BE COMPLETED IN A MANNER `\ WHICH COORDINATES WITH THE INTENT OF NEW CONSTRUCTION ARCHITECT'S SEAL& SIGNATURE: Ap SYMBOL LEGEND ATTIC ACCESS PANEL 22"x30"CLEAR OPENING REFER TO SECTION R807 OF NYS RESIDENTIAL CODE L"2 EXHAUST FAN , REFER TO SECTION R303.3 OF NYS ox Q3$05� RESIDENTIAL CODE M OF 05 0 SMOKE DETECTOR REFER TO CODE COMPLIANCE NOTES SD ON SHEET CC-1 CARBON MONOXIDE DETECTOR REFER TO CODE COMPLIANCE NOTES CM ON SHEET CC-1 WINDOW DESIGNATION r ~• REFER TO PLANS&SCHEDULES DOOR DESIGNATION + 7 REFER TO PLANS&SCHEDULES D101 ABBREVIATIONS 100 . 7b ROOM NAME&NUMBER Room Name A.B. ANCHOR BOLT LNDG LANDING O 5 AFF ABOVE FINISHED FLOOR LVL LAMINATED STRAND LUMBER 6704 8 LINE) WALL TYPE DESIGNATION AVG AVERAGE • " ( '� s I - • +' I N FP01 M.B. MOISTURE BARRIER (TLE FE. 1 •3►W BD BOARD MFG MANUFACTURER DETAIL&/OR ELEVATION D2 B.O. BOTTOM OF ML MICROLAM �. .. -.., .�.-�.. '"' '• ..,°.•.' DESIGNATION A2 BSMT BASEMENT M.O. MASONRY OPENING JOHN C. GRAMLICH Q HIGH WATER ' '" CONC• Q ARCHITECT CJ CONTROL JOINT NIC NOT IN CONTRACT Q CJ CEILING JOIST • . . • ' BULKHEAD in WINDOWS CONC CONCRETE O.C. ON CENTER 248 ROUTE 25A-SUITE#3066 • CT COLLAR TIE EAST SETAUKET, NY 11733 u WINDOWS AS MFG BY: DH3'Ox5'0 PL HT PLATE HEIGHT TEL(631)384-1752 F GRAVEL J M ANDERSEN 400 SERIES OR EQUAL DBL DOUBLE PSL PARELLEL STRAND LUMBER JCGRAMLICH@GMAIL.COM �J TYP.WINDOW DJ DECK JOIST Lv WINDOWS ARE TO CONFORM WITH: REMOVE STAI m if N\ DWG DRAWING RJ ROOF JOIST ' (81 SF) W SECTION R303 FOR LIGHT VENTILATION R.O. ROUGH OPENING CLIENT INFO: 20.3 SECTION R308 FOR GLAZING SPECIFICATIONS JESSICA & BRYAN 0 co EJ EXPANSION JOINT RR ROOF RAFTER • Y UNITS LABELLED AS"EGRESS"MUST MEET OR EXCEED: EL ELEVATION KARP Q WOOD DECK 1 2.0 U SECTION R310 FOR EMERGENCY ESCAPE&RESCUE EXISTG EXISTING SIM SIMILAR 10f 0O Q.) INCLUDING: EXT EXTERIOR 58525 COUNTY RD 48 .0 , . FRA. WOOD cD I (n CLEAR OPEN AREA OF 5.7 sq-ft T.O. TOP OF GREENPORT, NY 11944 STORAGE DECK C_ CLEAR OPEN WIDTH OF 20'&HEIGHT OF 24" F.F. FINISH FLOOR TYP TYPICAL 0 f WINDOW DESIGNATION EXAMPLES: FLR FLOOR ,/,� DH=DOUBLE HUNG C=CASEMENT P=PICTURE A=AWNING FJ FLOOR JOIST UN UNLESS NOTED W Z/ _j EX: DH3'Ox5'0=DOUBLE HUNG UNIT 3'-O'WDE x 5'-0"HIGH FND FOUNDATION 1 STY CV 1. J PROJECT INFO: _ "% / FTG FOOTING V.B. VAPOR BARRIER o Y Q 22.0 / .i12.3 ,E FRA. "OTT. EMOVE STAIR VERT VERTICAL ,�' GATE GLAM GLULAM VIF VERIFY IN FIELD 58525 COUNTY RD 48 m N; (9 SF) ; PROP. 5 METAL FE. ; DOORS GREENPORT, NY 11944 10.0 WOOD DECK � �, TANK Q Q HDR HEADER WD WOOD f EXTERIOR FULL GLASS DOORS AS MFG BY: HORIZ HORIZONTAL C� o 20;3 • ^ ANDERSEN 400 SERIES OR EQUAL N�\ LOCATION MAP �j CK LEVEL WITH DRIVEWAr`i'/�'i r'f ''/' ,f{; '� 36.1 ,�j , , �' �`, `, , L.L.LLJ EXTERIOR SOLID&HALF GLASS DOOR AS MFG BY: INT INTERIOR CO D DIRECTLY OVER EXIST'G ��� W00D w AS SELECTED BY OWNER EXT. DOOR PROJECT TITLE: CO 1 . (55 SF)NO CHANGE IN LOT PLAT. w KARP RESIDENCE to COVERAGE > Q DOORS LABELLED AS"EGRESS": CODE & ZO N N G & PROJECT DATA �.- CONC. DRIVEWAY ro> Y MUST MEET OR EXCEED ALL EMERGENCY ESCAPE Nl� TOWN TOWN OF SOUTHOLD PROJECT DESCRIPTION: ' O� I STY r 0 UO v✓ RESCUE OPENING CODE AS WINDOWS(R310) EXTERIOR ALTERATIONS STY.• REMOVE STAIR. r`� R `�✓ ZONE F.R. RES. (20 SF) d 7 t� DOOR DESIGNATION EXAMPLE: / N X = 3'Ox6'8=3'-0 WIDE x 6'-8"HIGH INT. DOOR TAX MAP NUMBER PHASE: #58525 ' °v, OCCUPANCY RESIDENTIAL-SINGLE FAMILY G'eert)ori Q CONSTRUCTION (CD) M vvest 0 O FEMA N/A • ���/ `'� CHECKED BY. INCEPTION CONSTRUCTION TYPE 5B JCG 03 14 2023 DATE: BUILDING AREA CALCULATIONS-- -., O d" .,P�e,°/ r,•,, ,�°',1,p0 /• ,,r,•f Lf•tJ.ti•'°r., .��sf.•✓ � °',,�,s�F,r s ,'f,�,�: �`; FE. DESCRIPTION EXISTG NEW TOTAL -�'/ 0•7 W ENERGY CODE 2020 ENERGY CONSERVATION w FIRST FLOOR HOUSE 1,321 SF 0 SF 1,321 SF CONSTRUCTION OF NYS CODE DRAWN BY: CURRENT DATE: �" •m, REFER TO H.E.R.S. RATER DATA JCG 07.11 .2023 FIRST FLOOR COTTAGE 406 SF 0 SF 406 SF PLANTER 1 2f TOTAL LIVING AREA 1 727 SF BUILDING CODE 2020 NYS RESIDENTIAL BLDG CODE GATE N DRAWING TITLE: HOUSE REAR DECK 1 &2 472 SF 0 SF 472 SF EXISTING BUILDING CODE 2020 EXISTING BUILDING'i COVER I __ CODE OF NYS WOOD WALL HOUSE EAST SIDE STAIR 20 SF -20 SF 0 SF UTIL CRITERIA SHEETS FOR ? c ADDITIONAL REFER TO GENERAL NOTES& � � ,.. ,1 CTG DECK OVER CQNC STAIR 55 SF 0 SF 55 SF POLE `� I) L ` ' COTTAGE REAR DECK 164 SF 0 SF 164 SF NOTESDESIG ,SPECS,CLIMATIC DATA, S 70036 ' 20 -4:pSCHEDULES, ETC SHEET NO: 100 , 181 PERMITS&FILING ALL TRADES SHALL FILE FOR SITE PLAN PERMITS, PAY ALL FEES,&PROVIDE ALL NECESSARY INFORMATION SCALE : 1 PP - 10' - 0" DOCUMENTS AS REQ'D BY THE & LOCAL JURISDICTION GENERAL NOTES & SPECIFICATIONS FILE LOCATION: 01 GENERAL NOTES 02 SITE WORK 05 METALS 09 FINISHES BUILDING PLANNING & CODE 1. CONTRACTOR SHALL CLEAR&GRUB THE ENTIRE AREA AS REQUIRED TO FACILITATE THE 1. INSTALL AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURERS REVISIONS: GENERAL 1. STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED WITH ONE CHAPTER 3-BUILDING PLANNING CONSTRUCTION PROCESS. REMOVE ALL BRANCHES,STUMPS, ROOTS, ETC.&DISPOSE OF OFF SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS TO BE TOUCHED UP SPECIFICATIONS. SECTION R303 LIGHT,VENTILATION,&HEATING NO. DATE DESCRIPTION 1. ALL WORK SHALL CONFORM TO ALL NATIONAL,STATE,AND LOCAL CODES AND AUTHORITIES SITE. WHERE THE PAINT FINISH HAS BEEN DAMAGED. STRUCTURAL STEEL R303.1 HABITABLE ROOMS(CONT.) HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 2. PROVIDE CONTINUOUS 6 MIL VAPOR BARRIER AROUND SHOWER ENCLOSURE. 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUB-SURFACE UTILITIES&TAKE SURFACES IN CONTACT WITH CONCRETE SHALL NOT BE PAINTED. IN LIEU OF THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR 1.1. BUILDING CODE OF NEW YORK PAINTING,THE CONTRACTOR IS TO PROVIDE FOR THE GALVANIZING OF ALL AREA BEING VENTILATED. A - 1.2. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. HAND DIG/EXCAVATE AS READ. EXPOSED STEEL. 3. METAL TRIM,ACCESSORIES, INCLUDING CORNER BEADS,CASING BEADS,AND EDGE 1.3. FIRE CODE OF NEW YORK STATE NOTIFY PROPER AUTHORITIES, INSPECTORS,AS REQUIRED BY LOCAL&STATE CODE. TRIM,SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED ON DRAWINGS. EXCEPTIONS: 2 - 2. STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PRIMED AND PAINTED FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING, 1.4. FUEL GAS CODE OF NEW YORK STATE 1. The glazed areas need not be openable where the opening is not required by section r310 and 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED 12"IN DEPTH.COMPACTION SHALL BE CADIUM PLATED OR EQUAL RUST PROOF TREATED. an approved mechanical ventilation system capable of producing 0.35 air change per hour in the 3 1.5. MECHANICAL CODE F N T WITH TOP COATS WITH AN APPROVED PAINT S'fSTEM. - SHALL BE AT A MINIMUM OF 95%OF THE MODIFIED PROCTOR DENSITY AND AT OPTIMUM 1.6. PLUMBING CODE OF NEW YORK STATE room is installed or a whole-house mechanical ventilation system is installed capable of 1.7. PROPERTY MAINTENANCE CODE OF NEW YORK STATE MOISTURE CONTENT.THE MATERIAL SHALL CONTAIN LESS THAN 12%PASSING THE#200 SIEVE. 4. TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR supplying outdoor ventilation air of 15 cubic feet per minute(cfm)(78 I/s)per occupant computed 1.8. RESIDENTIAL CODE OF NEW YORK STATE 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWNGS FOR ALL STRUCTURAL ATTACHMENT TO METAL FURRING CHANNELS. on the basis of two occupants for the first bedroom and one occupant for each additional 4 - 1.9. COUNTY DEPARTMENT OF HEALTH SERVICES CODE 4. CONTRACTOR SHALL STRIP&STOCKPILE ALL TOPSOIL LOCATED WITHIN THE CONSTRUCTION WORK. SHOP DRAWINGS MUST BE APPROVED BY THE ARCHITECT PRIOR TO bedroom.1.10. LOCAL ZONING&BUILDIN3 CODE AREA LIMITS. FABRICATION OR CONSTRUCTION. 5. CONTRACTOR TO SUPPLY ALL LABOR AND MATERIALS FOR A COMPLETE MUD 2. The glazed areas need not be installed in rooms where exception 1 above is satisfied and T _ 2. THE CONSTRUCTION DRAWINGS GENERALLY INDICATE THE SCOPE AND QUALITY OF THE 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EIXSTING INSTALLATION ON ALL TILE FLOORS, UNLESS OTHERWISE NOTED ON DRAWINGS artificial light is provided capable of producing an average illumination of 6 footcandles(65 lux)over the area of the room at a height of 30 inches(762 mm)above the floor level. 6 - WORK, BUT ARE NOT PRESENTED AS BEING ABSOLUTE,ALL INCLUSIVE,OR FREE FROM STRUCTURE, FOOTING&/OR FOUNDATIONS DURING EXCAVATION&/OR BACKFILLING.ANY 6. PROVIDE ALL MATERIAL AND LABOR FOR ALL INTERIOR AND EXTERIOR PAINTING, 3. Use of sunroom additions and patio covers,as defined in section r202,shall be permitted for ERRORS OR OMISSIONS. ANY AND ALL WORK AND ANY AND ALL MATERIALS NOT SPECIFICALLY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA UNDERPINNING 06 WOODS & PLASTICS VARNISHING,STAINING,SHELLACKING AND OILING, ETC.,OF WOODWORK.PREPARE natural ventilation if in excess of 40 percent of the exterior sunroom walls are open,or are 7 - LISTED IN THE CONSTRUCTION DOCUMENTS THAT ARE REQUIRED OR CAN REASONABLY OR &SIMILAR PROCESSES AT THAT CONTRACTORS EXPENSE. ALL SURFACES;CLEAN,CAULK,SANDPAPER, ETC.,PRIOR TO PAINTING. PROVIDE enclosed only by insect screening. NORMALLY BE INTERPRETED OR INFERRED,THEREFORE,SHALL BE FURNISHED AND INSTALLED PROTECTION(DROP CLOTHS, PLASTIC SHEETS)AND CLEAN ALL SPOTS CAUSED BY BY THE CONTRACTOR AS PART OF THE PROJECT SCOPE. 6. ALL SOILS SHALL BE TESTED FOR PROPER BEARING CAPACITIES AS REQUIRED BY LOCAL& 1. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE WORK.COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT&OWNER. R303.3 BATHROOMS 2E - STATE CODES.ALL SOIL SHALL MAINTAIN THE MINIMUM VALUE BEARING CAPACITY AS STATED THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE LUMBER AND STEEL CONTRACTOR TO SUPPLY SAMPLES FOR) APPROVAL. FASTENINGS(INCLUDING)SUPPLEMENT N0.1). BATHROOMS,WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE 9 3. DRAWINGS ARE THE PROPERTY OF JOHN C.GRAMLICH,ARCHITECT AND SHALL NOT BE AND WHERE REQUIRED INCLUSIVE OF BUT NOT LIMITED TO:SPREAD FOOTINGS, FOUNDATION PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 S.F. REPRODUCED WITH OUT THE PERMISSION OF JOHN C.GRAMLICH,ARCHITECT. WALL FOOTINGS, PIER FOOTIINGS,&POST FOOTINGS. 2. ALL LUMBER SHALL BE GRADE AS STATED,MARKED AT MILL AND SHALL BE 7. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACKAGING AND MIXED ONE-HALF OF WHICH MUST BE OPENABLE. - ON-SITE. BACK PAINT ALL EXTERIOR WOOD TRIM. EXCEPTION: SURFACE DRY. The glazed areas shall not be required where artifical light and a mechanical ventilation system are 4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 8. EXTERIOR WOODWORK TO BE PRIMED COMPLETELY,PRIOR TO INSTALLATION. NO provided. The min,ventilation rates shall be 50 cfm for intermittent or 20 cfm for continuous 3. ROOF SHEATHING-1/2 CDX,MAXIMUM SPAN 16 O.C. USE SOLID SHEATHING AT EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS BELOW 50 DEGREES ventilation.Ventilation air from the space shall be exhausted direct) to the outside.03 CONCRETE ALL EAVES AND VALLEYS. FAHENHEIT, UNLESS PRIOR APPROVAL IS GRANTED. p y NYS STATE LAW: OWNER 1. ELEVATION OF FOOTING BOTTOMS BELOW GRADE SHALL NOT BE LESS THAN REQUIRED BY THE 4. SUB FLOOR TO BE 3/4"THICK T&G C-D INT-APA WITi EXTERIOR GLUE.MAXIMUM LOCAL JURISDICTION AND AS STATED WITHIN THE CLIMATIC DESIGN CHART.SOIL SHALL BE 9. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN PAINTED. SECTION R304 MINIMUM ROOM AREAS SPAN 24"O.C.FASTEN WITH CONSTRUCTION ADHESIVE AND WOOD SCREWS. UNAUTHORIZED ALTERATION OR 5. THE OWNER IS RESPONSIBLE TO HIRE A GENERAL CONTRACTOR EXPERIENCED IN THE SUPERVISORY R304.1 MINIMUM AREA=120 GSF MIN WORK REQUIRED TO COMPLETE THIS PROJECT. DAY TODAY PROFESSIONAL WELL DRAINED,PUMP AS REQUIRED. 5. WALL SHEATHING TO BE 1/2"THICK CDX INT-APA"1TH MAX.SPAN 24"O.C. UNLESS 10. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. R304.2 OTHER ROOMS=70 GSF MIN, EXCEPT KITCHENS ADDITION TO ARCHITECTURAL SUPERVISION IS REQUIRED FORTHE COMPLETION OF THIS PROJECT. IF ERROR OR OMISSIONS 2. ALL CONCRETE TO BE 1:2:3 MIX(MAX.RATIO 66%CU.FT.WATER/CU. FT.CEMENT),3000 LB. OTHERWISE NOTED ON DRAWINGS. R304.3 HABITABLE ROOMS=T-0"MIN HORIZ. DIMENSION, EXCEPT KITCHENS PLANS OR SPECIFICATIONS OCCUR DUE TO THE ABSENCE OF QUALIFIED DIRECT SUPERVISION THEN THE OWNER SHALL BE CONCRETE MIN.@ 28 DAY COMPRESSIVE STRESS(UNLESS INDICATED OTHERWISE ON PLANS). R304.4 HEIGHT EFFECT ON ROOM BEARING A LICENSED ARCHITECT'S RESPONSIBLE FOR ALL CORRECTIONS, FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISH ADJACENT GRADE. PORCHES, 6. CONTRACTOR TO VERIFY THAT BEAMS,JOISTS AND HEADERS,ARE APPLIED PORTIONS OF ROOM WITH SLOPING CEILING LESS THAN 5'-0"AFF OR FURRED CEILING SEAL IS A VIOLATION OF PART CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SLABS TO HAVE "CROWN UP". LESS THAN T-0"AFF DO NOT CONTRIBUTE TO THE HABITABLE AREA. 69.5.E OF TITLE 8 OF THE 6. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR 15 PLUMBING & MECHANICAL APPROVAL, PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE A MIN.SPECIFIED COMPRESSIVE STRENGTH OF 3,500 PSI(SEE TABLE R402.2) OFFICIAL COMPILATION, CODES, 7. NO JOIST SHALL BE CUT OR NOTCHED WITH OUT PRIOR APPROVAL. SECTION R305 CEILING HEIGHT RULES AND REGULATIONS TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH 3. CONCRETE TO BE READY MIXED,AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES PLUMBING LAUNDRY ROOMS,&BASEMENTS REQUIRE CEILING HEIGHT OF 7'-0"MIN. R305.1 HABITABLE ROOMS, HALLWAYS,CORRIDORS,BATHROOMS,TOILET ROOMS, OF THE STATE OF NEW YORK. THE GENERAL CONTRACT. FAHRENHEIT. 8. FIRESTOP ALL CONCEALED SPACES TO CODE 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE EXCEPTIONS: 7. THE OWNER SHALL BE RESPONSIBLE FOR PURCHASING AND MAINTAINING HIS OWN LIABILITY 4. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN 4'-0"FROM ANY PIER AND FAUCET LOCATIONS AS PER PLANS AND CODES.PROVIDE PROPER VENTING,TO 1. Beams&Girders spaced not less than 4'-0"o.c.may project 6"below the ceiling height.9. ALL WOOD IN CONTACT WITH GROUND,CONCRETE,OR MASONRY TO BE Y P 1 9 9 INSURANCE AND,AT HIS OPTION,MAY MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM AND A MAXIMUM OF 50'-0"APART. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CODE. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL 2. Ceilings in basements without habitbale spaces may project to within 6'-8"aff. Beams,girders, AGAINST CLAIMS WHICH MAY ARISE FROM OPERATION UNDER THE CONTRACT. WOLMANIZED OR PRESSURE TREATED. FINISH. y p g ARCHITECT'S SEAL&SIGNATURE: CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. ducts or other obstructions may project to within 6'-4"aff. 10. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND 3. For rooms with sloped ceilings,atleast 50%of the required floor area must have a ceiling height 8. SOIL BEARING CAPACITY SHALL BE DETERMINED BY WAY OF A TEST HOLE ANALYSIS MECHANICAL of T-0"&no �GaED ARC PERFORMED BY A LICENSED SOIL ENGINEER IN ORDER TO DETERMINE THE TYPE&BEARING 5. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD(MAXIMUM WIDTH 20 X PROVIDE DOUBLE HEADER JOISTS ABOVE ALL OPENINGS. portion of the required floor area may be less than 5-0 . INFINITE LENGTH). WITH CONTROL JOINTS(SAW CUT)MAXIMUM 20'-0"O.C.). 4. Bathrooms shall have a ceiling height of 6'-8"over the fixture&at the front clearance area for 'C I CAPACITY OF THE SOIL.REFER TO"DESIGN CRITERIA"FOR ASSUMED BEARING CAPACITY 11. RAFTER HEEL CUTS SHALL NOT EXCEED 4". WHERE JOISTS ARE NOTCHED TO 2. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL the fixture.Shower must have 6'-8"clear ceiling height above a min.30"x30"area at the shower ��� tJ G R,q,y WHEN NO SOIL BORING TEST HAS BEEN PROVIDED. 6. CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF HEADERS SO AS TO REDUCE BEAM DEPTH,USE BRIDAL IRONS OR METAL PARTS AND LABOR,AND FOR FIVE YEAR ON COMPRESSOR. head.(see fig R307.1) �� _p� � � PLACEMENT. CONNECTORS. F CONTRACTOR 3. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS, MANUFACTURERS PRINTED SECTION 308 GLAZING - . 7. CONTINUOUS CONCRETE FOOTINGS ARE REQUIRED UNDER ALL FOUNDATION WALLS UNLESS LITERATURE, CUTS, BROCHURES,CATALOGUES AND PERFORMANCE TABLES TO BE R3084 HAZARDOUS LOCATIONS * ""�f Myr.,� , '� I 12. ALL JOISTS SHALL HAVE 1"x4"WOOD CROSS BRIDGING OR SOLID BLOCKING SPACED . 9. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING NOTED OTHERWISE.STEPPED FOOTINGS SHALL MAINTAIN A MAXIMUM SLOPE OF ONE @ 6-0"O.C.MAXIMUM. SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PROIR TO JOB START. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD LOCATIONS: CONDITIONS AT THE SITE. VERTICAL TO TWO HORIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS,INCLUDING UNLESS OTHERWISE DIRECTED. 1. SWINGING DOORS S k BOTTOM OF EXISTING FOOTINGS. UNEQUAL BEARING IS NOT PERMITTED. 2. SLIDING DOORS . 03 051 Q` 10. THE GENERAL CONTRACTOR IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL VERIFY 4. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. 3. BATHROOM SHOWER DOORS qTI 8 O ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 8. ALL CONCRETE SHALL CONFORM TO ACI 301-96.ALL REINFORCEMENT OTHER THAN MESH 07 THERMAL & MOISTURE PROTECTION 4. ANY GLAZING WITHIN 60„OF THE FLOOR OF A SHOWER OR TUB OF NEB THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE SHALL BE DEFORMED TYPE INTERMEDIATE GRADE BILLET.WELDED WIRE FABRIC SHALL 5. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE 5. FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR CONFORM TO ASTM A-185.TEMPERATURE REINFORCEMENTS,SPLICES,SUPPORTS FOR 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS WEATHERTIGHT. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALANT. EDGE IS WITHIN A 24"ARC OF THE DOOR IN A CLOSED POSITION&THE BOTTOM EDGE HIDDEN JOB CONDITIONS. REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI-318, 1999 CONTINUOUS MANUFACTURER SUGGESTS&FOR 15YEARS MINIMUM,METAL FLASHING FOR 5 IS WITHIN 60"OF THE FLOOR REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED YEARS. 6. HEATING TO BE DESIGNED TO PROVIDE 70°F WITH OUTDOOR DESIGNED AIR 6. FIXED OR OPERABLE PANEL THAT MEETS THE FOLLOWING: 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER, UPON SUBSTANTIAL COMPLETION OF THE AT NON-CONTINUOUS ENDS. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH TEMPERATURE OF 0°F AND A 15 MPH WIND. 6.1. EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9SF 315-74. PROVIDE TWO 46 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS 2. A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE 6.2. BOTTOM EDGE LESS THAN 18"AFF _ WORK,A WRITTEN GUARANTEE TO COVER A PERIOD OF TWO YEARS FROM THE DATE OF OTHERWISE NOTED. EXTEND BARS 2'-0"BEYOND OPENINGS,HOOK ENDS. AND PAYMENT. 7. AIR CONDITIONING SYSTEM TO BE SELF CONTAINED AND DESIGNED AS FOLLOWS: 6.3. TOP EDGE MORE THAN 36"AFF ., _ SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. 7.1. OUTDOOR DESIGN TEMPERATURES SHALL BE BASED ON THE CURRENT 6.4. WALKING SURFACE WITHIN 36"HORIZONTALLY OF THE PANE 9. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES. 3. FLASHING TO BE ALUMINUM,COPPER OR,LEAD COATED COPPER, 16 GUAGE TO BE A.S.H.R.A.E.TEMPERATURES AT 2-1/2%FREQUENCY. 7. ALL RAILING GLAZING / ' � 12. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL OPENINGS SHALL BE PLACED SO THAT STRENGTH OF STRUCTURAL MEMBERS IS NOT LAPPED AND SOLDERED ACCORDING TO BEST PRACTICES. 7.2. INDOOR DESIGN SHALL BE BASED 78°D.B.AND 50%R.H.FOR SUMMER AND 73° 8. GLAZING ADJACENT TO STAIRWAYS&RAMPS WITHIN 36"&LESS THAN 60"ABOVE THE I` I / MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE RESPONSIBLE FOR THE AFFECTED. FOR WINTER. ,I CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR WALKING SURFACE 4. GUTTERS AND LEADERS TO BE SEAMLESS ALUMINIUM,COLOR PER SPECIFICATIONS. 9. GLAZING WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY CONSIDERATION AND DIRECTION. PITCH TO LEADERS.CONNECT TO SITE DRAINAGE AS DETAILED. DIRECTION WHEN THE GLAZING IS WITHIN 60"OF THE FLOOR. ' 13. ALL BUILDING LINES, ELEVATIONS AND GRADES SHALL BE SET BY A LICENSED LAND 04 MASONRY 5. COLOR SAMPLES OF SIDING AND TRIM SHALL BE SUBMITTED TO OWNER FOR 16 ELECTRICAL SECTION R309 GARAGES&CARPORTS ?, .� 1 �, ,. SURVEYOR. APPROVAL. R309.2.1 VERTICAL SEPARATIONS ER THE SITE WITH MATERIALS OF 1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM 1. THE ELECTRICIAN IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL MAKE WHERE PARTITIONS ARE USED TO SEPARATE AN ATTACHED GARAGE FROM A LIVING § , "'- ° "` � 14. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER STANDARD C-90 GRADE N UNITS. 6. BATT INSULATION TO BE KRAFT,OR FOIL FACED FIBERGLASS BLANKETS OR AS PROVISIONS FOR ALL ELECTRICAL WORK INCLUDING: SWITCHING, POWER SPACE OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE /' C ,- 1%. • EQUIPMENT AND SHALL ROUTINELY KEEP THE PREMISES AND SURRROUNDING AREA FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH. AT THE END OF EACH DAYS WORK INDICATED ON DRAWINGS.SPRAY FOAM TYPE INSULATION SHALL BE AS INIDICATED. REQUIREMENTS, SERVICE REQUIREMENTS, HEATING VENTILATING AND AIR RESISTANCE RATING. /11.2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALL ABOVE AND BELOW CONDITIONING WIRING, ETC.,SO AS TO MAKE THE PREMISES OPERATIONAL FOR EXCEPTION: " k ti1 C"- II]AI [,.��, HE SHALL LEAVE THE SITE IN AS ORDERLY A CONDITION AS POSSIBLE. GRADE. 7. ALL INSULATION SHALL BE CUT TO FIT SNUGLY BUT WITHOUT COMPACTION BETWEEN THE OWNER AND MEET ALL PROVISIONS OF ALL PREVAILING ELECTRICAL CODES In lieu of providing partitions that have a 3/4 hour fire resistance rating,one layer of 5/8"type-x ALL EXTERIOR FRAMING MEMBERS AS INDICATED ON DRAWINGS AND SHALL BE AND THE REQUIREMENTS OF THE NEW YORK STATE BOARD OF FIRE gypsum board may be installed on the garage side&one layer of 1/2"type-x gypsum may be " 15. THE CONTRACTOR SHALL PROTECT ALL ADJACENT OR AFFECTED AREAS TO REMAIN FROM 3. ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED SOLID WITH CONCRETE. TACKED SECURELY IN PLACE,IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE UNDERWRITERS. A N.Y.S.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE installed on the opposite side.Application in accordance with Section R703.2 BOTH CONSTRUCTION DAMAGE AND/OR WEATHER PENETRATION. MANUFACTURER. ALL TEARS AND PENETRATIONS TO THE VAPOR BARRIER SHALL BE OWNER AT THE COMPLETION OF THE JOB. JOHN C. GRAMLICH 4. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'-0"O.C.MAXIMUM USING CAREFULLY PATCHED AND SEALED PRIOR TO INSTALLATION OF FINISHHED R309.2.1 HORIZONTAL SEPARATIONS ARCHITECT V_ 16. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTABLE PREMOULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ON DRAWINGS.ALL SURFACES. 2. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE AN ATTACHED GARAGE AND RECOMMENDED PRACTICE OF THE TRADE. BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE FROM A LIVING SPACE OR ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH TRUSS TYPE(9)GAUGE)AND PLACED 1'-4"O.C.VERTICALLY,WIDTH AS RECOMMENDED BY 8. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF 3. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. ONE LAYER OF 5/8"TYPE-X GYPSUM BOARD, INSTALLED IN ACCORDANCE WITH SECTION 248 ROUTE 25A-SUITE#3066 17. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. MANUFACTURER. INSULATION AT PLATE LINES, SILL AND CORNERS. R805.1.OPENINGS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS EAST SETAUKET, NY 11733 4. ALL ELECTRICAL WIRING, FIXTURES,OUTLETS,SWITCHES,AND EQUIPMENT TO BE OTHERWISE PROTECTED BY VERTICAL SEPARATION.WHERE THE HORIZONTAL 18. THE CONTRACTOR SHALL BE LICENSED&INSURED IN ACCORDANCE WITH ALL LOCAL&STATE TEL(631)384-1752 AGENCIES HAVING JURISDICTION&AS RELEVANT TO THE ACTS OR WORK PERFORMED. 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT, NO 9, ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES SHALL BE PROPERLY GROUNDED. SEPARATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE SUPPORTING THE CINDER BLOCK PERMITTED, BLOCK TO BE CLEAN AND PLUMB. THERE SHALL BE NO INSTALLED WITH AN AIR SPACE CLEARANCE OF 3 INCH MINIMUM,OR AS PER THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8"TYPE-X GYPSUM JCGRAMLICH@GMAIL.COM DIMENSIONAL VARIATION IN EXCESS OF 1/4".USE TYPE M CEMENT MORTAR,ALL MEASURED ALLOWANCES AS SPECIFIED BY THE LIGHTING FIXTURE MANUFACTURER BASED UPON 5. SUBMIT LAYOUT DRAWINGS,MANUFACTURERS LITERATURE,CUTS AND SPECS. BOARD OR EQUIVALENT. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF ALL BY VOLUME PER ASTM C270-73. U.L.RATINGS AND APPROVALS,WHICHEVER IS STRICTER. FOR ACCEPTANCE AND APPROVALS BEFORE START OF WORK. HIS EMPLOYEES,SUBCONTRACTORS,THEIR AGENTS AND EMPLOYEES,AND OTHERS CLIENT INFO: SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS PERFORMING PORTIONS OF THE WORK UNDER CONTRACT TO THE CONTRACTOR. 6. ALL NECESSARY WIRING,ANCHORING DEVICES,INSERTS AND ITEMS RELATED TO OTHER 10. CAULK EXTERIOR JOINTS,WINDOWS AND DOOR FRAMES AND ALL OTHER OPENINGS 6. COORDINATE LAYOUT DRAWINGS WITH HVAC, PLUMBING, ETC.AND PROVIDE R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED JESSICA & BRYAN TRADES,ATTACHING TO CONCRETE,SHALL BE INSTALLED BY MASON CONTRACTOR. AT PENETRATIONS OF UTILITY SERVICES, ETC.,SHALL BE CAULKED,GASKETED, PROPER WIRING AND ELECTRICAL OPERATIONS FOR ALL EQUIPMENT. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE ATLEAST 20. THE CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT KARP INCORPORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT ALL WEATHER-STRIPPED,ALL OTHERWISE SEALED. ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.WHERE BASEMENTS WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE 7. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO DUR-O-WALL OR CONTAIN ONE OR MORE SLEEPING AREA, E.E.&R.O.SHALL BE REQUIRED IN EACH YEAR AFTER COMPLETION. EQUAL,TO HAVE NO.9 SIDE BAR X NO.9 CROSS BARS.REINFORCEMENT SHALL BE OF SLEEPING ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. 58525 COUNTY RD 48 WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS'REQUIRED, MATERIAL HANDLING & STORAGE E.E.&R.O.SHALL HAVE A MAX.SILL HEIGHT OF 44"AFF GREENPORT, NY 11944 NO LESS THAN 5/8"MORTAR COVER OVER THE SIDE RODS, HEAVIER GAUGE E.E.&R.O.SHALL MEET ALL OF THE FOLLOWING: 1 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS,METHODS,TECHNIQUES, 1. ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH 21. THE CONTRACTOR SHALL SUPERVISE THE WORK USING HIS BEST SKILLS AND ATTENTION. THE REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. OH DOORS & WINDOWS R310.1.R310.1. CLEAR OPENING HEIGHT OF 2 MIN 8. IF CONCRETE BLOCK FOUNDATIONS ARE USED,CONCRETE BLOCK SHALL BE ASTM-145 MIN NET CLEAR OPENING OF 5.7 SF.GRADE FLOOR 5.0 SF DOORS SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK WITH WATER-RESISTANT TARPS.ALL TARPS SHALL BE SECURED TO GROUND OR R310.1.3 CLEAR OPENING WIDTH OF 20"MIN OTHER TRADES. STRUCTURE TO PREVENT WIND UPLIFT. WITH FULL MORTAR BEDS AND HORIZONTAL STEEL REINFORCEMENT EVERY SECOND 1 CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE R310.1.4 OPERABLE FROM INSIDE THE ROOM WITHOUT THE USE OF KEYS OR TOOLS . COURSE. FILL CORES SOLID AT CORNERS. FILL UPPER 2 BLOCK COURSES SOLID FOR PROJECT INFO: ANCHOR BOLTS. DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER 2. ALL MATERIALS SHALL BE STOCK-PILED NEATLY&IN AN ORGANIZED MANNER. R310.2 WINDOW WELLS 22. UNLESS OTHERWISE SPECIFICALLY NOTED,THE CONTRACTOR SHALL PROVIDE AND PAY FOR DATE OF FINAL ACCEPTANCE OF ALL WORK. LOSS OF MATERIALS DUE TO LACK OF ORGANIZATION WILL BE THE (REFER TO DIAGRAM) 58525 COUNTY RD 48 ALL LABOR,MATERIALS, EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY, CONTRACTORS SOLE RESPONSIBILITY&COST. HORIZONTAL AREA=9 SF MIN.36"MIN, HORIZONTAL PROJECTION. GREENPORT, NY 11944 TRANSPORTATION,AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER 2. GLASS/GLAZING TO BE CLEANED PRIOR TO FINAL INSPECTION. LADDER PERMITTED TO ENCROACH 6"MAX. EXECUTION AND COMPLETION OF THE WORK. 05 METALS WINDOW WELL DEEPER THAN 44"MUST HAVE PERMANENTLY AFFIXED LADDER OR STEPS. 23. HE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG 3. WOOD DOORS WILL BE FULLY WEATHERSTRIPPED. LADDERS SHALL HAVE 12"MIN INSIDE WIDTH, PROJECT ATLEAST 3",AND RUNGS NOT HIS EMPLOYEES,AND SHALL NOT EMPLOY ON THE WORK AN UNFIT PERSON OR ANYONE NOT 1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 4. SIZES AS INDICATED ON THE DRAWINGS. BUILDING PLANNING & RELATED CODE SPACED MORE THAN 18"O.C.VERTICALLY FOR THE FULL HEIGHT OF THE WELL. SKILLED IN THE TASK ASSIGNED TO HIM. SPECIFICATIONS AND RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL WINDOW WELLS ARE ALLOWED UNDER DECKS AND PORCHES PROVIDED THE WINDOW CONSTRUCTION. 5. DOORS SHALL BE EQUAL TO OR HAVE A BETTER U-VALUE THAN AS INDICATED ON PROJECT TITLE: 24. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR THE RESCHECK WITH A MINIMUM OF.40 WHERE NOT STATED OTHERWISE. CHAPTER 3-BUILDING PLANNING CAN BE FULLY OPENED AND A PATH 36 MIN IN HEIGHT IS PROVIDED TO THE YARD. APPROVAL, PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: SECTION R301 DESIGN CRITERIA KARP RESIDENCE TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH 6. ALL DOORS TO BE HUNG NOTHING 48 HOURS AFTER DELIVERY. DOORS THAT HAVE R301.2 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA SECTION R311 MEANS OF EGRESS REFER TO TABLE R301.2(1)LOCATED WITHIN THIS DRAWING SET R311.4 EXIT DOOR REQUIRED PROJECT DESCRIPTION: THE GENERAL CONTRACT. 2.1. ALL HOT ROLLED SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASST. WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST TO OWNER. NOT LESS THAN ONE EXIT DOOR SHALL BE PROVIDED. 25. THE CONTRACTOR SHALL PAY ALL SALES,CONSUMER, USE AND OTHER SIMILAR TAXES A572 GRADE 50 OR ASST.36. ALL PROPOSED HOT ROLLED SHAPE FRAMING WINDOWS SECTION R302 FIRE RESISTANT CONSTRUCTION R311.4.2 DOOR TYPE&SIZE EXTERIOR ALTERATIONS REQUIRED BY LAW AND SHALL SECURE ALL PERMITS, FEES AND LICENSES NECESSARY FOR MEMBERS SHALL CONFORM TO A572 UNLESS SPECIFICALLY NOTED ON THE R302.6 DWELLING-GARAGE FIRE SEPARATION EXIT DOOR SHALL BE MINIMUM 36"WIDE x 80"HIGH PLAN THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. REFER TO TABLE R302.6 PHASE: THE EXECUTION OF THE WORK. 7. CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE R311.5 STAIRWAYS 2.2. ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE REQUIREMENTS OF 1/2"GYPSUM GARAGE SIDE BETWEEN GARAGE&ATTIC ASST.A36. DEFECTIVE MATERIALS WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER 5/8"TYPE'X'GARAGE SIDE BETWEEN GARAGE&HABITABLE ROOMS REFER TO DIAGRAM CONSTRUCTION CD 26. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE'S AS WILL PROTECT HIM 2.3. ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL CONFORM TO DATE OF FINAL ACCEPTANCE OF ALL WORK. 1/2"GYPSUM FOR STRUCTURE SUPPORTING AFOREMENTIONED FROM CLAIMS UNDER WORKMEN'S CONDENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, FROM CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURY, INCLUDING DEATH,AND THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 SKI). 8. WINDOWS SHALL BE EQUAL TO OR HAVE A BETTER U-VALUE THAN AS INDICATED R302.7 UNDER-STAIR PROTECTION R321.1 PREMISE IDENTIFICATION CHECKED BY: INCEPTION DATE: FROM CLAIMS FOR DAMAGES TO PROPERTY WHICH MAY ARISE OUT OF OR RESULT FROM THE ON THE RESCHECK WITH A MINIMUM OF.30 WHERE NOT STATED OTHERWISE. 1/2"GYPSUM ENCLOSED ACCESSIBLE SPACE UNDER STAIRS ON ENCLOSED SIDE APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN JCG 03.14.2023 CONTRACTOR'S OPERATIONS UNDER THIS CONTRACT,WHETHER SUCH OPERATIONS BE BY 3. ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN ACCORDANCE WITH R302.11 FIRE BLOCKING SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD HIMSELF OR BY ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY DISC STANDARDS AND TO SATISFY THE BEAMS END REACTIONS. THE CONTRACTOR 2x LUMBER AS FIRE BLOCKING REQUIRED AS FOLLOWS: FRONTING THE PROPERTY. ANY OF THEM, THIS INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF SHALL SUBMIT CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. THE VERTICALLY AT FLOOR&CEILING LEVELS DRAWN BY: CURRENT DATE: LIABILITY SPECIFIED AS PART OF THE CONTRACT DOCUMENTS OR REQUIRED BY LAW, CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0" R807.1 ATTIC ACCESS JCG 07.11 .2023 WHICHEVER IS THE GREATER,AND SHALL INCLUDE CONTRACTUAL LIABILITY INSURANCE. YORK STATE AND SHALL BEAR HIS SIGNATURE AND PROFESSIONAL SEAL. THE 09 FINISHES INTERCONNECTIONS OF CONCEALED SPACES SUCH AS:SOFFITS, DROP/COVE CEILINGS, IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION,AN ATTIC ACCESS CERTIFICATE OF SUCH INSURANCE SHALL BE FILED WITH THE OWNER. CALCULATIONS SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS. &CAVITIES OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A 1. MATERIAL TO BE DELIEVERED TO JOB IN ORIGINAL CARTONS OR BUNDLES,AND CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP&BOTTOM OF RUN VERTICAL HEIGHT OF 30"OR GREATER.THE ROUGH FRAMED OPENINGS SHALL NOT BE DRAWING TITLE: 27. UNLESS OTHERWISE PROVIDED, THE OWNER SHALL PURCHASE AND MAINTAIN PROPERTY STORED IN DRY AND PROTECTED AREA,AWAY FROM THE ELEMENTS. AT OPNGS AROUND VENTS, PIPES, DUCTS, ETC. LESS THAN 22"BY 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY 4. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A325 AND SHALL BE 3/4 DOA. CHIMNEYS&FIREPLACES PER R1003.19 ACCESSSIBLE LOCATION.A 30"MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC THIS INSURANCE SHALL INCLUDE THE INTERESTS OFF THE OWNER,THE CONTRACTOR AND GENERAL NOTES INSURANCE UPON THE ENTIRE WORK AT THE SITE THE FULL INSURABLE VALUE THEREOF. TYPE'F' 2. GYPSUM WALL BOARD SHALL BE 5/8 OR AS INDICATED ON DRAWINGS. (SLIP CRITICAL) UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. R302.12 DRAFT STOPPING SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. REFER TO SUBCONTRACTORS IN THE WORK AND SHALL INSURE AGAINST THE PERILS OF FIRE, EXTENDED INSTALLED SUCH THAT CONCEALED SPACES DO NOT EXCEED 1000 SF. M1305.1.3 FOR ACCESS REQUIREMENTS WHEN MECHANICAL EQUIPMENT IS IN ATTIC COVERAGE,VANDALISM AND MALICIOUS MISCHIEF. ANY INSURED LOSS TO BE ADJUSTED WITH 3. SHEETROCK WALLS AND CEILINGS TO BE U.S.GYPSUM 1/2"OR 5/8" ON ALL THE OWNER AND MADE PAYABLE TO THE OWNER AS TRUSTEE FOR THE INSURED AS THEIR 5. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF SURFACES AS INDICATED ON PLANS,WITH ALL JOINTS TAPED AND SPACKLED SECTION R303 LIGHT,VENTILATION, &HEATING R905.2.7.1 ICE PROTECTION INTEREST MAY APPEAR,SUBJECT TO THE REQUIREMENTS OF THE MORTGAGE CLAUSE. THE THE AMERICAN WELDING SOCIETY(A.W.S.)"STRUCTURAL WELDING CODE"AS MINIMUM(3-COAT). R303.1 HABITABLE ROOMS PROVIDE ICE SHIELD FROM ROOF EDGE TO A POINT NO LESS THAN 24"INSIDE OF SHEET NO: OWNER SHALL FILE A COPY OF ALL POLICIES WITH THE CONTRACTOR,AS REQUESTED, PRIOR APPLICABLE WITH REGARD TO WORK CONFORMING TO THE RISC. ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 EXTERIOR WALL LINE TO THE COMMENCEMENT OF THE WORK. THE OWNER AND THE CONTRACTOR WAIVE ALL 4. WATER RESISTANT WALL BOARD SHALL BE SHEETROCK M/R OR EQUAL. PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE RIGHTS AGAINST EACH OTHER FOR DAMAGES CAUSED BY FIRE OR OTHER PERILS TO THE 6. STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH E70XX ELECTRODES. THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE E3681.7 OUTDOOR OUTLETS EXTENT COVERED BY INSURANCE PROVIDED UNDER THIS PARAGRAPH. THE CONTRACTOR WELDERS MUST HAVE CURRENT NEW YORK STATE CERTIFICATION. 5. CONCRETE GLASS FIBER REINFORCED BOARD SHALL BE WONDERBOARD WALL OUTDOOR AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN SHALL REQUIRE SIMILAR WAIVERS BY SUBCONTRACTORS. SYSTEM 36"X48"X7/16"AS MANUFACTURED BY MO'DULARS INC.,OR EQUAL.ING. OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. 6-6"ABOVE GRADE,SHALL BE INSTALLED OUTDOORS AT THE FRONT AND BACK OF EACH DWELLING UNIT HAVING DIRECT ACCESS TO GRADE. I IL- U N 1 1 1 AIR SEALING SECTION TABLE R301 .2(1 ) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SMOKE ALARMS Sp FILE LOCATION: GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER UNDERLAYMENT FLOOD HAZZARDS AIR FREEZING MEAN ANNUAL SMOKE ALARMS SHALL BE INSTALLED IN ALL NEW DWELLING CATEGORY DESIGN TEMP REQUIRED INDEX TEMP UNITS(R314.2.1)AS FOLLOWS: FIG R301.2(5) 120 SPEED(MPH) FIG R301.2(4) ASCE MAP FIG R301.2(2) EXEMPT WEATHER NG FIG R301.2(3) SEVERE 2020 IPC ASPHALT SHINGLES R905.2.7.1 READ DATE OF FIRM 09.25.2009 TABLE R403.3(2) N.C.D.C. B 32° • INSTALL DIRECTLY OUTSIDE OF BEDROOMS, NOT LESS THAN REVISIONS: ASCE 7 30 PSF TOPO EFFECTS R301.2.1.5 NO EXPOSURE B OR FROST DEPTH LINE AS REQ'D 36"MIN APPENDIX D MINERAL ROLL R905.5.3.1 REQD DATE OF ENTRY N/A NASSAU&SUFFOLK AHJ-FILL IN 3'-0"HORIZ FROM THE DOOR OPENING OF A BATHROOM CONVERSION CATEGORY LESS o : INTO N.F.I.P. • INSTALL INSIDE EACH BEDROOM SPECIAL WIND FIG R301.2(4) NO TERMITE FIG R301.2(6) MOD-HEAVY 97.5/0 15 WOOD SHINGLES R905.7.3.1 REQD 1500 OR LESS 0 INSTALL ON EACH STORY INCLUDING BASEMENTS& NO. DATE DESCRIPTION REGION HABITABLE ATTICS WIND BORNE R301.2.1.2.1 NO 452 52.7 • EXISTING DWELLINGS REQUIRE SMOKE ALARMS PER 1 DEBRIS ZONE APPENDIX J(R314.2.2 2016 NYS SUPPLEMENT),WHICH EXTERIOR SHEATHING CAULKED REQUIRES SMOKE ALARMS BE PROVIDED (R314.3.1) 2 _ GLUED OR GASKETED TO TOP REGARDLESS OF THE CATEGORY OF WORK(AJ102.3) PLATE AIR SEALING CODE REQUIREMENTS WINDOW FALL PROTECTION • ONIZATIONWITHDO NOT INSTALL IALARMT-ISILEN ALARM-SILENCING ON SKOKE ALARMS WITHIN-1) OR 3 - PHOTOELECTRIC WITHIN 6'-0"OF A COOKING APPLIANCE TABLE R402.4.1.1 • ALARMS SHALL BE INTERCONNECTED(R314.4) 4 - AIR BARRIER and INSULATION INSTALLATION Approved emergency Approved window fall • EXISTING ALARMS OR ALARMS IN EXISTING SPACES NOT release window prevention device BEING DISTURBED BY CONSTRUCTION OR ACCESSIBLE VIA INSULATION INSTALLATION CRITERIA CEILING GYP BD TAPED opening conforming Fixed glazing 5 COMPONENT AIR BARRIER CRITERIA limiting device to ASTM F2090 panel ATTIC,CRAWL SPACE ARE NOT REQUIRED TO BE TO WALL GYP BD INTERCONNECTED(R314.4) 6 _ A continuous air barrier shall be installed in the • ALARMS MUST BE HARD-WIRED WITH BATTERY BACK-UP WALL GYP BD CAULKED building envelope. Air-permeable insulation shall not be used as a sealing (R314.6) _ GLUED OR GASKETED General requirements Exterior thermal envelope contains a continuous air material. • ALARMS SHALL BE LISTED UL 217(R314.1.1) 7 O KE PLATE barrier. COMBINATION CARBON MONOXIDE&SMOKE ALARMS ARE RIM JOIST GLUED,CAULKED,OR Breaks or joints in the air barrier shall be sealed. \ \ • ACCEPTABLE(IFC 915.4.3)(R315.4)(R314.5) GASKETED TO TOP PLATE The air barrier in any dropped ceiling/soffit shall be \ \ aligned with the insulation and any gaps in the air The insulationin any dropped ceiling/soffit shall be 4 in.sphere \\ \ 9 - Ceiling/attic barrier shall be sealed. aligned with tAe air barrier. cannot pass CARBON MONOXIDE DETECTION CM Access openings,drop down stair or knee wall doors through -EXTERIOR SHEATHING CAULKED to unconditioned attic spaces shall be sealed. 2016 NYS SUPPLEMENT R315.1 GENERAL WALL GYP BD CAULKED GLUED OR GASKETED TO WINDOW The junction of the foundation and sill plate shall be Cavities within corners and headers of frame walls �t � \ ci ._ CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN OR GLUED TO WINDOW PLATE R.O. sealed. shall be insulated by completely filling the cavity with nl Al ACCORDANCE WITH SECTION 915 OF THE 2015 IFC AS AMENDED R.O. PLATE a material havng a thermal resistance of R-3 per inch Finish floor Finish floor BY THE 2016 NYS SUPPLEMENT. NYS STATE LAW: EXPANDING FOAM(MINIMAL) Walls The junction of the top plate and top of exterior walls minimum. <24 in. <24 in. Finish floor @ENTIRE PERIMETER BETWEEN shall be sealed. Exterior thertral envelope insulation for framed walls CARBON MONOXIDE DETECTION IS REQUIRED IN BUILDINGS THAT UNAUTHORIZED ALTERATION OR > shall be installed in substantial contact and continuous 72 in. >72 in. >72 in. CONTAIN FUEL-BURNING APPLIANCES, INCLUDING FORCED-AIR WINDOW FRAME&R.O. Knee walls shall be sealed. alignment witli the air barrier. Finish grade Finish grade Finish grade FURNACES&GAS OR WOOD FIREPLACES(IFC 915.1.2-915.1.4)AND ADDITION TO ARCHITECTURAL IN BUILDINGS THAT HAVE AN ATTACHED PRIVATE GARAGE WITH OR SPECIFICATIONS Windows,skylights and doors The space between window/door jambs and framing AN OPENING COMMUNICATING WITH THE DWELLING UNIT(IIFC BEARING A LICENSED ARCHITECT'S and skylights and framing shall be seated. R312.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH 915.1.5) SEAL IS A VIOLATION OF PART Rim joists Rim joists shall include the air barrier. Rim Joists shall be insulated. SECTIONS R312.2.1 AND R312.2.2. The air barrier shall be installed at any exposed edge Floor framingcavity insulation shall be installed to • INSTALL DIRECTLY OUTSIDE OF BEDROOMS 69.5.B OF TITLE 8 OF THE INSTALL INSIDE OF BEDROOMS WHICH CONTAIN A OFFICIAL COMPILATION CODES, of insulation. maintain permanent contact with the underside of the R312.2.1 WINDOW SILLS. IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS FUEL-BURNING APPLIANCE OR SERVED BY A FORCED AIR ODES subfloor decking,or floor framing cavity insulation LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 MM) FURNACE RULES AND REGULATIONS Floors(including above-garage and shall be permitted to be in contact with the top side of ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE • ALARMS MUST BE HARD-WIRED WITH BATTERY BACK-UIP(IFC OF THE STATE OF NEW YORK. EXPANDING FOAM(MINIMAL)@ENTIRE cantilevered floors) sheathing,or continuous insulation installed on the WINDOW 915.4.1)(R315.5) PERIMETER BETWEEN WINDOW underside of floor framing and extends from the SHALL COMPLY WITH ONE OF THE FOLLOWING: • BATTERY POWER IS ACCEPTABLE IN ADDITIONS TO EXISTING FRAME&R.O. bottom to the top of all perimeter floor framing 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER(102 MM)SPHERE TO PASS BUILDINGS(IFC 915.4.1)(R315.5) ARCHITECT'S SEAL&SIGNATURE: members. THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. • ALARMS SHALL BE LISTED UL 2034(IFC 915.4.3 R315.1.1 WALL GYP BD CAULKED OR GLUED TO Exposed earth in unvented crawl spaces shall be Where provided,instead of floor insulation,insulation 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM 1. COMBINATION CARBON MONOXIDE&SMOKE ALARMS ARE WINDOW R.O.PLATE Crawl Space walls covered with a Class I vapor retarder with shall be permanently attached to the crawlspace walls. F2090. ACCEPTABLE(IFC 915.4.3)(R315.4)(R314.5), ETC. overlapping joints taped. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH .( RED ape EXTERIOR SHEATHING CAULKED GLUED OR GASKETED TO WINDOW SECTION R312.2.2. PLATE Duct shafts,utility penetrations,and flue shafts R312.2.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM � 4 Shafts,penetrations opening to exterior or unconditioned space shall be �l/ p t� sealed. F2090.THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS DETECTOR MOUNTING Batts in narrow cavities shall be cut to fit,or narrow THAN THE AREA REQUIRED BY SECTION R310.2.1. BOTTOM PLATE CAULKED,GLUED OR Narrow cavities cavities shall to filled by insulation that on installation 1 GASKETED TO SUBLFLR readily conforms to the available cavity space. Air sealing shall be provided between the garage and Dead-air (P r Garage separation conditioned Spaces. GARAGE OPNG & SEPARATION spaco = minimum 9j� 038051 WALL GYP BD CAULKED GLUED OR Recessed light fixtures installed in the building Recessed light fixtures installed in the building �CI I I rig OF NE`N GASKETED TO PLATE Recessed lighting thermal envelope shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. R3 r 02.5.1 OPENING PROTECTION.OPENINGS FROM APRIVATE Batt insulation shall be cut neatly to fit around wiring GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER OPENINGS and plumbing in exterior walls,or insulation that on BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8"IN Plumbing and wiring installation readilyconforms to available space shall P THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1-3/8 THICK,OR 20-MINUTE FIRE-RATED - EXTERIOR SHEATHING CAULKED extend behind piping and wiring. DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. ti The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be GLUED OR GASKETED TO BOTTOM - J - Shower/tub on exterior wall showers and tubs shall separate them from the insulated. R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING PLATE showers and tubs. THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL OR OTHER _ SUBLFLR GLUED,CAULKED,OR The air barrier shall be installed behind electrical or APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE r GASKETED TO RIM JOIST Electrical/phone box on exterior walls communication boxes or air sealed boxes shall be Best I`J 12-in Never •� I I R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE here installed. here maximum HVAC register boots HVAC register boots that penetrate building thermal PROTECTED AS REQUIRED BY SECTION R302.11,ITEM 4. 61 i envelope shall be seated to the subfloor or drywall I 4 ° R302.6 DWELLING-GARAGE FIRE SEPARATION.THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. i CEILING GYP BD TAPED '4 TO WALL GYP BD When required to be sealed,concealed fire sprinklers OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL COMPLY .- a' shall only be sealed in a manner that is recommended WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS Acceptable - ° Concealed sprinklers by the manufacturer.Caulking or other adhesive THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. WALL GYP BD CAULKED GLUED OR fl@r8 sealants shall not be used to fill voids between fire r .» GASKETED TO PLATE sprinkler cover plates and walls or ceilings. RIM JOIST GLUED,CAULKED,OR ° TABLE R302.6 GASKETED TO TOP PLATE DWELLING-GARAGE SEPARATION RIM JOIST GLUED,CAULKED,OR SEPARATION MATERIAL JOHN C. GRAMLICH GASKETED TO TOP PLATE ° From the residence and attics Not less than'/2 inch gypsum board or equivalent applied to the UNDER STAIR PROTECTION ARCHITECT garage side FOUNDATION WALL ACTS AS AIR V From habitable rooms above the garage Not less than N inch Type X gypsum board or equivalent R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE BARRIER SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR 248 ROUTE 25A-SUITE#3066 required by this section Structure(s)supporting floor/ceiling assemblies used for separation Not less than'/Z inch gypsum board or equivalent SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE EAST SETAUKET, NY 11733 BOTTOM PLATE CAULKED,GLUED WITH 1/2-INCH GYPSUM BOARD. Not less than'/Z inch gypsum board or equivalent applied to the inte- TEL(631)384-1752 OR GASKETED TO SUBLFLR c Garages located less than 3 feet from a dwelling unit on the same lot rior side of exterior walls that are within this area JCGRAMLICH@GMAIL.COM WALL GYP BD CAULKED GLUED OR cd� a For SI: I inch=25.4 mm,1 foot=304.8 min. GASKETED TO PLATE CLIENT INFO: ATTIC PULL DOWN STAIR SLAB ACTS AS AIR BARRIER ° JESSICA & BRYAN e AA1510B ALUMINUM ATTIC STAIR AS MFG KARP BY WERNER ° a ATTIC ACCESS STAIR DESIGNED TO FITIN OPENING 18"44" NIMUM 58525 COUNTY RD 48 a a 50LB MAXIMUM LO DI CAPACITY GREENPORT, NY 11944 R311.5.341: LANDINGS R311.5.6.2: HANDRAIL CONTINUITY SECTION R807 FLOOR OR LANDING REQ'D TOP& MUST EXTEND FULL LENGTH OF STAIR&R I. I 4 I I *III-I I-III ° BOTTOM OF ALL STAIRS MUST BE RETURNED OR TERMINATE IN ATTIC ACCESS R807.1 Attic access. Buildings with Q c 12-0 MAX VERTICAL RISE BETWEEN NEWEL POSTS. NEWELS OR VOLUTES combustible ceiling or roof construction shall PROJECT INFO: -III I I-III-I I d ° FLOORS OR LANDINGS ARE ALLOWED OVER LOWEST TREAD have an attic access opening to antic areas T-0"MIN WIDTH(BUT NOT LESS THAN that have a vertical height of 30 inches(762-) 58525 COUNTY RD 48 I I-III-III-III-III STAIRWAY SERVED) R311.5.3: HEADROOM mm)or greater over an area of not less than T-0"MIN DEPTH(MEASURED DIRECTION 6-8"MIN HEADROOM MEASURED " 30 square feet(2.8 m2).The vertical height GREENPORT, NY 11944 OF TRAVEL) VERTICALLY FROM SLOPED PLANE shall be measured from the top of the veil-ing R303.6:STAIRWAY ILLUMINATION ADJOINING TREAD NOSINGS&TO framing members to the underside of the roof INTERIOR&EXTERIOR STAIRS REQUIRE LNDG FLOOR SURFACE framing members. ARTIFICIAL ILLUMINATION CAPABLE OF `""" �' The rough-framed opening shall be not less (1)FT CANDLE MIN than 22 inches by 30 inches(559 mm by 762 R311.5.341:LANDINGS " mm)and shall be located in a hallway or PROJECT TITLE: RESIDENTIAL PRESCRIPTIVE R-VALUES - ZONE 4 INSULATION VALUES FLOOR OR LANDING REQ'D TOP& other location with ready access.Where KARP RESIDENCE BOTTOM OF ALL STAIRS located in a wall,the opening shall be not less 12'-0"MAX VERTICAL RISE than 22 inches wide by 30 inches high(559 ITEM VALUE FRAMING WIDTH GATT INSULATION ALLOWANCE BETWEEN FLOORS OR LANDINGS -,w. mm wide by 762 mm high).Where the access PROJECT DESCRIPTION: CEILING R-49 2x4 3.5" R-11 (3.5) OR R-13(3.5) OR R15(3.5) TOP OF RUN is located in a ceiling,minimum unobstructed EXTERIOR ALTERATIONS R312.1 GUARDS head-room in the attic space shall be 30 FLOOR R-19 2x6 5.5" R-21 (5.5) DO NOT USE R-19 EMERGENCY ESCAPE & RESCUE PROVIDE AT OPEN SIDES OF STAIRS `` inches(762 mm)at some point above the PHASE: R311.5.6: HANDRAILS Z WITH TOTAL RISE OF 30"OR MORE access measured vertically from the bottom PROVIDE HANDRAIL ON ATLEAST 1 - WOOD FRAMED WALL R-13+R5 CONTINUOUS OR R-20 2x8 7.25" R-22(6.75")OR R-19(5.5") EMERGENCY ESCAPE&RESCUE OPENING ARE REQUIRED IN ( ABOVE THE FLOOR.GUARDS SHALL BE of ceiling framing members.See Section CONSTRUCTION (CD) SIDE OF STAIR WITH(4)OR MORE -� MIN.34"HT MEASURED VERTICALLY M1305.1.3 for access re uirementts where EVERY SLEEPING ROOM, HABITABLE ATTICS,&BASEMENTS a q BASEMENT WALL R 10 CONTINUOUS OR R13 CAVITY 2x10 9.25" R-30(8.25") RISERS � FROM TREAD NOSING mechanical equipment is located in attics. (R310.1) R311.5.6.3: HANDRAIL GRIP SIZE M CHECKED BY: INCEPTION DATE: OPENING AS FOLLOWS(R310.2): R311.5.6.1: HANDRAIL HEIGHT MASS WALL R8/13 2x12 11.25' R-38(10.25 ) CIRCULAR: 1-1/4"O.D.MIN&2"MAX. APPLIANCES I N ATTICS CODE JCG 03.14.2023 • NET CLEAR OPENING OF 5.7 SF 31 1/2"MIN CLEAR 34'38"MEASURED VERTICALLY FROM UNHEATED SLABS R-10 FOR 24"BELOW OPEN CELL FOAM R 3.7 PER/IN • NET CLEAR OPENING OF 5.0 SF @GRADE FLOOR OR BELOW R311.5.1:WIDTH SLOPED PLANE ADJOINING TREAD GRADE 31-1/2"MIN CLEAR WIDTH(1)HANDRAI&27" 4 NOSINGS&TO LNDG FLOOR SURFACE CRAWL SPACE R-10 CONTINUOUS OR R13 CAVITY CLOSED CELL FOAM R 6.0 PER/IN 0 NET CLEAR OPEN WIDTH OF 20" MIN CLEAR WIDTH BTWN(2)HANDRAILS NOTE:TOP OF GUARD CAN SERVE AS MI305.1.2 Appliances in attics.Attics containing appli-ances shall be provided DRAWN BY: CURRENT DATE: • NET CLEAR OPEN HEIGHT OF 24" 4-1/2"MAX. HANDRAIL PROJECTION HANDRAIL with an opening and a clear and unobstructed passageway large enough to JCG 07.11 .2023 FENESTRATION 0 32 U-FACTOR NOTES: • WINDOW SILL HEIGHT 44"MAX(R310.2.2) allow removal of the largest appliance,but not less than 30 inches(762 mm) R312.2 GUARD OPENING LIMITATION R311.5.3.2:TREAD DEPTH high and 22 inches(559 mm)wide and not more than 20 feet(6096 mm)long SKYIGHTS 0.55 U-FACTOR • DO NOT COMPRESS FIBERGLASS INSULATION. COMPRESSING 9"MIN TREAD DEPTH(NOSE measured along the centerline of the passageway from the opening to the DRAWING TITLE: FIBERGLASS INSULATION WILL REDUCE THE R-VALUE. PROVIDE WINDOW WELLS FOR WINDOW BELOW GRADE AS BALLUSTERS(OR SIMILAR)SHALL NOT TO NOSE FOLLOWS R310.2.3 : BOTTOM OF RUN ALLOW THE PASSAGE OF A 4"SPHERE ) appliance.The passageway shall have continuous solid flooring r accordance SHGC 0.40 • ALL ICYNENE PRODUCTS MUST BE INSTALLED BY A LICENSED ( ) R311.5.3.1: RISER HEIGHT with Chapter 5 not less than 24 inches(610 mm)wide.A level service space ENERGY & CODE ICYNENE INSTALLER • ALLOW FOR WINDOW TO BE FULLY OPENED „ R311.5.3.3: PROFILE 1„ not less than 30 inches(762 mm)deep and 30 inches(762 mm)wide shall be CRITERIA NOTES: ALL PRESCRIPTIVE VALUES ARE BASED ON CHAPTER 4 OF THE • 9 SF MINIMUM,36"MIN HORIZ. PROJECTION 36 MIN WIDTH R311.5.1:WIDTH NOSING NOT LESS THAN 3/4" 8-1/4"MAX HEIGHT 2020 IECC.TABLE R402.1.2&R402.1.4 • STEPS OR LADDER(U MAX ENCROACH) 36"MIN CLEAR WIDTH BUT NO MORE THAN 1-1/4" present along all sides of the appliance where access is required.The clear • WELLS 44"DEEP OR MORE MUST PROVIDE PERMANENT access opening dimensions shall be not less than of 20 inches by 310 inches STEPS OR LADDER(3"MAX ENCROACH, 12"MIN WIDTH, RUNGS (508 mm by 762 mm),and large enough to allow removal of the largest ENERGY CODE & H.E.R.S. RATER 18"MAX SPACING FOR FULL HEIGHT OF WELL)(R310.2.3) appliance. SHEET NO: • PROVIDE DRAINAGE SYSTEM RELATIVE TO SOIL(R310.2.3.2) Exceptions: PROJECT MUST COMPLY WITH THE PRESCIPTIVE MINIMUMS(SEE CHART)AS WELL AIR SEALING &THE LIKE(SEE CHARTS&DETAILS).LOCAL GOVERNMENT MAY • WELL CAN BE UNDER DECK PROVIDED A PATH TO EXIT IS NOT 1. The passageway and level service space are not required where the REQUIRE THE USE OF A HERS RATER OR SIMILAR SERVICE.OWNER&/OR CONTRACTOR MUST DETERMINE&SATISFY ALL LOCAL GOVERNMENT REQUIREMENTS. LESS THAN 36"HEIGHT(R310.2.4) appliance can be serviced and removed through the required opening. WHERE A HERS RATER OR RESCHECK OR SIMILAR REPORT EXISTS,GC MUST COMPLY WITH THE INSULATION SPECIFICATION THEREIN • OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 2. Where the passageway is unobstructed and not less than 6 feet(1829 mm)high and 22 inches(559 SD-1 STAIR CODE DETAIL mm) wide for its entire length,the passageway shall be not more than 50 feet (15 250 mm)long. EXTERIOR DEMO NOTES FILE LOCATION: ------------------------ - --- --------------- 1. REMOVE ALL EXISTING EXTERIOR SIDING&SOFFITS TO ACCOMMODATE NEW SIDING. REMOVE EXISTING"HOUSE P ' REVISIONS: 2. REMOVE ALL EXISTING DOORS&WINDOWS AS SHOWN, NO. DATE DESCRIPTION EXt. Deck 3. REMOVE ALL EXISTING ROOFING. i i Exist'g -- -� -� -� r---- -- - ---- - ---------- 4. REMOVE ALL EXISTING ROOF GUTTERS,SCUPPERS& i LEADERS. 2 _ 5. REMOVE ALL EXISTING EXTERIOR LIGHTS&THE LIKE. 3 _ — = =� � - - - �z,�rr-•ram = 4 - \ DEMOLITION GENERAL NOTES 5 _ i� 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING 6 Ext. Deck � - IIII REMOVE EXISTG WINDOWS ALL PHASES OF DEMOLITION&CONSTRUCTION. IIII &DOOR.PREPARE FOR NEW Exist'g CONTRACTORS MUST DISPOSE OF DEBRIS OFF SITE LEGALLY. - 7 _ DOORS&WINDOWS 2. ACCESS TO THE SITE,PARKING,TRAILERS&ALL OTHER ITEMS III REMOVE EXISTG WINDOW FOR REMOVE EXISTG WINDOW TO--�II RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE $ - NEW WINDOW FRAME&CLOSE UP OPNG --- --------- OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. -- ------- REFER TO GENERAL NOTES SHEET FOR ADDITIONAL _ REQUIREMENTS. -- 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK WITH THE G.C.&EACH RESPECTIVE TRADE.ALL NYS STATE LAW: REMOVE EXISTG WINDOWS DISCREPENCIES ARE TO BE VERIFIED W/THE ARCHITECT. &DOOR,PREPARE FOR NEW DOORS 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE UNAUTHORIZED ALTERATION OR ADEQUATELY PROTECTED DURING ALL PHASES OF ADDITION TO ARCHITECTURAL CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR PLANS OR SPECIFICATIONS r�--r� REPLACED AT THE CONTRACTORS SOLE EXPENSE TO THE BEARING A LICENSED ARCHITECT'S REMOVE PORTION EXISTG REMOVE PORTION EXISTG WALL FOR NEW WINDOW OPNG WALL FOR NEW DOOR OPNG SATISFACTION OF THE ARCHITECT. SEAL IS A VIOLATION OF PART r•+ ---- - --- - J 6. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED 69.5.E OF TITLE 8 OF THE ram'—REMOVE PORTION EXISTG STRUCTURAL SHORING SHOWN OR NOT SHOWN ON OFFICIAL COMPILATION, CODES, Ext. Deck WALL FOR NEW WINDOW OPNG DRAWINGS.ALL NEW OPENINGS WITHIN EXISTING WALLS RULES AND REGULATIONS Exist'g SHALL BE EXECUTED IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS, OF THE STATE OF NEW YORK. III i 7. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT (D (D L— REMOVE ROOF JOISTS ABOVE EXISTING SPACES&ITEMS. ARCHITECTS SEAL&SIGNATURE: © © \\\ • 8. EXISTING ELECTRICAL,MECHANICAL,&PLUMBING ITEMS NOT 0 J \ iL iL �L !! iL REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED FtED A/�C, — — jL — — — — — — — CONTRACTOR(S). REMOVE EXISTG WINDOW TO REMOVE EXISTG DOOR T0� 9. CONTRACTORS SHALL TAKE CAUTION DURING REMOVAL TO FRAME&CLOSE UP OPNG FRAME&CLOSE UP OPNG REMOVE PORTION EXISTG REMOVE PORTION EXISTG WALL&EXIST'G DOOR FOR WALL&EXIST'G DOOR& PRESERVE ADJACENT FINISHES,AS WELL AS ELECTRICAL„ NEW WINDOW OPNG WINDOW FOR NEW DOOR OPNG MECHANICAL,&PLUMBING ITEMS. * r .— r Lill REMOVE EXISTG FRAMED WALLS © 0 &FINISHES IN THIS AREA TORESTORE AREA BACK TO �- i ORIGINAL STORAGE TYPE USE '9j� 038051rQ IIII (D 0� FOF NE`N A REMOVE PORTION EXISTG WALL FOR NEW DOOR OPNG L_ 7 6=Z-71,J = — = = = EXISTG CMU = _ _ _ _ _ — REMOVE EXISTG WINDOW TO CLOSE UP MASONRY OPNG <\ II�—REMOVE EXISTG WINDOW TO REMOVE EXISTG WINDOW TO---¶II I 9 I I II CLOSE UP MASONRY OPNG CLOSE UP MASONRY OPNG r1 /r ZZI �� / — =--j -- - - - - - - - - - - - - - \ REMOVE EXISTG DOOR TO - / FRAME&CLOSE UP OPNG " REMOVE EXIST'G WOOD Unfinished Cellar i REMOVE PORTION EXISTG (D FRAMED LANDING&STEPS Exist'g 6 WALL&EXIST'G WINDOW FOR REMOVE EXISTG DOOR— NEW WINDOW OPNG J FOR NEW DOOR JOHN C. GRAMLICH IIII REMOVE PORTION EXISTG ARCHITECT / WALL FOR NEW WINDOW OPNG 248 ROUTE 25A-SUITE#3066 C7� EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM REMOVE EXISTG WINDOW TO REMOVE EXISTG WINDOW FOR REMOVE PORTION EXIST'G CLIENT INFO: IIH---REMOVE EXISTG WINDOW TO REMOVE EXISTG WINDOW TO--- II FRAME&CLOSE UP OPNG NEW WNDOW WALL&EXIST'G WINDOW FOR CLOSE UP MASONRY OPNG CLOSE UP MASONRY OPNG NEW WINDOW OPNG JESSICA & BRYAN N KARP FIRST FLOOR DEMO PLAN 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT INFO: 58525 48 COTTAGE CELLAR DEMO PLAN GREECOUNTYRD 1 2 GREENPORT, NY 11944 ALE : 1/4" = 1' - 0" PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS _REMOVE ROOF&STRUCTURE PHASE: '' CONSTRUCTION (CD) REMOVE DOOR _ � DATE: II, JCG 03.14.2023 REMOVE WINDOW �, ����, I ,� I IG,-=- �-'�I DRAWN BY: CURRENT DATE: JCG 07.11.2023 REMOVE WINDOW �/� � � DRAWING TITLE: ' REMOVE WINDOW 1 ST FLOOR DEMOLITION PLAN SHEET NO: NT11 ELEVATION DEMO 3 NOTES FILE LOCATION: STAIRS STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN REVISIONS: ACCORDANCE WITH NYS BUILDING CODE. DIMENSIONS NO. DATE DESCRIPTION i FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF DRAWINGS. FIRE BLOCKING 1 PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR 2 Mxt. Cottage Deck CODE REQUIREMENTS Exist'g - 3 - DRAFT STOPPING i - - -- --- -- ------� PROVIDE FIRE STOPPING AS REQUIRED.REFER TO SHEETGN-1 FOR _ CODE REQUIREMENTS 4 i SLIP RESISTAN WALKING SURFACES ] - - ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS&CANNOT BE HE - i LD RESPONSIBLE FOR SUCH ITEMS 6 BEING SLIP RESISTANT.ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE TO PROVIDE A SAFE PATH OF _ TRAVEL 7 Ext. Deck 2 8 Exist'q 9 - to ----- WALL TYPES _ U r • REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& D D _________ i OVERALL THICKNESS OF WALLS. • WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS NYS STATE LAW: NEW FRAMED DECK SHALL BE INSTALLED -- -------- — • WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS (2)PANEL GLIDER DOOR 10'Ox6'8 Ox UNAUTHORIZED ALTERATION OR Studio DIRECTLY OVER THEEXIST'GP.CONCSTAIR ____- __._ _ __--------- - _- - -_--_-_--_ _-__ _ - ADDITION TO ARCHITECTURAL Ex st'g BULKHEAD WITH NO ADDITIONAL I SMOKE ALARMS s� DISTURBANCE TO THE GROUND.NO CHANGE � O PLANS OR SPECIFICATIONS - IN LOT COVERAGE.DECK SHALL BE WOOD I I BEARING A LICENSED ARCHITECT'S FRAMED WITH COMPOSITE DECKING SMOKE ALARMS SHALL BE INSTALLED IN ALL NEW DWELLING SEAL IS A VIOLATION OF PART di SURFACE&6'-0"H PRIVACY FENCE RAILING. j UNITS(R314.2.1)AS FOLLOWS: 69.5.E OF TITLE 8 OF THE LO INSTALL DIRECTLY OUTSIDE OF BEDROOMS,NOT LESS THAN OFFICIAL COMPILATION, CODES, o li REFER TO ELEVATIONS&SECTIONS • T-O"HORIZ FROM THE DOOR OPENING OF A BATHROOM 1' ( • INSTALL INSIDE EACH BEDROOM RULES AND REGULATIONS o+�O �! ,�1 O O OF THE STATE OF NEW YORK, B INSTALL ON EACH STORY INCLUDING BASEMENTS& ii -- ------------------------- tA-4•0 IA3O HABITABLE ATTICS SD • EXISTING DWELLINGS REQUIRE SMOKE ALARMS PER Deck Ext. Deck 1 APPENDIX J(R314.2.2 2016 NYS SUPPLEMENT),WHICH ARCHITECT'S SEAL&SIGNATURE: Kitchen Exist'g REQUIRES SMOKE ALARMS BE PROVIDED (R314.3.1) __ go I REGARDLESS OF THE CATEGORY OF WORK(AJ102.3) Exist'g M ® I �i I ox • DO NOT INSTALL IONIZATION SKOKE ALARMS WITHIN 20'-0", Ep q Pwdr IONIZATION WITH ALARM-SILENCING SWITCH WITHIN 10'-0",OR �'��'� R AL'iy, ( G' Exist g I �, I ( PHOTOELECTRIC WITHIN 6-0 OF A COOKING APPLIANCE G gtij L- _l 3.0 ALARMS SHALL BE INTERCONNECTED(R314.4) O © © • --� — • EXISTING ALARMS OR ALARMS IN EXISTING SPACES NOT S' O (D ° I BEING DISTURBED BY CONSTRUCTION OR ACCESSIBLE VIA �`� P10'Ox3'8 (3)PANEL GLIDER UUR 15'8x6'8 XXU I * s� �i, P J ATTIC CRAWL SPACE ARE NOT REQUIRED TO BE -- • �- --- Q INTERCONNECTED(R314.4) — ( • ALARMS MUST BE HARD-WIRED WITH BATTERY BACK-UP ' \ I I • ALARMS SHALL BE LISTED UL 217(R314.1.1) s�9TF 03805� 0�� • COMBINATION CARBON MONOXIDE&SMOKE ALARMS ARE OF NE`N ©© Unfinished Storage ACCEPTABLE(IFC 915.4.3)(R315.4)(R314.5) Exist'g TOP OF DECK LE EL i Kitchen -at-in-Kitchen SD WITH TOP OF � © ©, \ xistg Exist'g EMERGENCY ESCAPE & RESCUE DRIVEWAY x Living Rm Exist'g I EMERGENCY ESCAPE&RESCUE OPENING ARE REQUIRED IN ,- g \ EXISTG INSULATED I EVERY SLEEPING ROOM, HABITABLE ATTICS,&BASEMENTS �pi�O DEMISING WALL OPENING AS FOLLOWS(R310.2): o • NET CLEAR OPENING OF 5.7 SF � — — v I • NET CLEAR OPENING OF 5.0 SF @GRADE FLOOR OR BELOW iv GRADE U • NET CLEAR OPEN WIDTH OF 20" a SD I • NET CLEAR OPEN HEIGHT OF 24" • WINDOWSILL HEIGHT 44"MAX(R310.2.2) - - - Hall SD - - - - - - - --- ii �' xlst'g I I I PROVIDE WINDOW WELLS FOR WINDOW BELOW GRADE AS FOLLOWS OW FOR WINDOW TO BE FULLY OPENED * • 9 SF MINIMUM,36"MIN HORIZ. PROJECTION • STEPS OR LADDER(6"MAX ENCROACH) SD 1\CI/i • WELLS 44"DEEP OR MORE MUST PROVIDE PERMANENT o I �'gi STEPS OR LADDER(3"MAX ENCROACH, 12"MIN WIDTH, RUNGS JOHN C. GRAMLICH U)x L I J ° / 4:; 18"MAX SPACING FOR FULL HEIGHT OF WELL)(R310.2.3) ARCHITECT WN O Bath-1 Dining • PROVIDE DRAINAGE SYSTEM RELATIVE TO SOIL(R310.2.3.2) Exist'g —1 ;, Unfinished Storage I • WELL CAN BE UNDER DECK PROVIDED A PATH TO EXIT IS NOT wN _- Rm � Exist'g LESS THAN 36"HEIGHT(R310.2.4) 248 ROUTE 25A-SUITE#3066 Exist'g • OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 EAST SETAUKET, Bedrm-1 �\ NY 11733 A Exist'g o I o I �, X TEL(631)384-1752 -3.0 C / ® 3.0 JCGRAMLICH@GMAIL.COM Exist' I U / CLIENT INFO: F1 JESSICA & BRYAN + XIST'G CMU I — KARP C2'4x5'0 C2 4x5'0 C '4x5'0 L — — — — — — — — — — — — — 58525 COUNTY RD 48 C — I — — — 1— — — — — GREENPORT, NY 11944 Planting Area Exist'g D D PROJECT INFO: -3.0 -3.0 58525 COUNTY RD 48 GREENPORT, NY 11944 Unfinished Cellar Exist'g 0 �0+`0 N PROJECT TITLE: KARP RESIDENCE FIRST FLOOR PLAN PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 03.14.2023 DRAWN BY: CURRENT DATE: JCG 07.11 .2023 DRAWING TITLE: 1 ST FLOOR PLAN N COTTAGE CELLAR PLAN SHEET NO: 2 SCALE : 1/4" = 1' - 0" e PITCH ROOF COMPONENTS R-1 FILE LOCATION: MATERIAL DESCRIPTION SHINGLE ROOF NATURAL CEDAR.COLOR&STYLES AS REVISIONS: APPROVED BY OWNER --------- — — — — _--——_—=—=_—--_-- I i I DECKING 1/2"PLYWOOD SHEATHING NO. DATE DESCRIPTION I I I I li II VAPOR BARRIER POLYETHELENE - II I ICE&WATER SHIELD SELF ADHERING 2 - ------------ 1I �r METAL FLASHING ALUM 26 GA-BLACK KYNAR 4 - II t li ii DRIP EDGE ALUM 24GA-BLACK KYNAR 5 - I El 0 i GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA-BLACK KYNAR 6 II 7 ( li i1 NOTES i I 1. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR _ I� II PRODUCTSALL SPECIFIED MANUFACTURERS& 2. INSTALL ICE&WATER SHIELD AS REQUIRED BY CODE 3. ALL COLORS SHALL BE SELECTED BY OWNER 9 4. LEADERS SHOULD TIE INTO SUB-SURFACE DRAINAGE SYSTEM _ I 1j it WHERE REQUIRED.(DESIGN OF ALL SUB-SURFACE DRAINAGE - _- BY OTHERS) H __ _ I 5. GUTTERS SHALL BE PITCHED TO DRAIN TO LEADER.MAX fl - - - Ij jl LENGTH OF GUTTER SHALL BE 40'-0" I� it NYS STATE LAW: 6:12 p 6:12 — _ _ __I____ _ — _ __ ___ _ ___ —_ ___ = I ICE BARRIER UNAUTHORIZED ALTERATION OR �- ADDITION TO ARCHITECTURAL li Li I I PROVIDE ICE BARRIER NOT FEWER THAN(2)LAYERS OF PLANS OR SPECIFICATIONS EXIST G EXIST G UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERING ( 1 li I I POLYMER-MODIFIED BITUMEN.ICE BARRIER SHALL EXTEND BEARING A LICENSED ARCHITECT'S LJ L Ii I I FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A SEAL IS A VIOLATION OF PART li POINT NOT LESS THAN 24"INSIDE THE EXTERIOR WALL LINE 69.5.E OF TITLE 8 OF THE w I� 7:12 7:12 I ( OF THE BUILDING,36"FOR 8/12 PITCH(R905.1.2) OFFICIAL COMPILATION, CODES, li RULES AND REGULATIONS ( ( OF THE STATE OF NEW YORK. I� � — — — — — — — — — — — — I I 2 LAYERS OF UNDERLAYMENT I� li I I CEMENTED TOGETHER OR J I i WATERPROOFING MEMBRANE ARCHITECT'S SEAL&SIGNATURE: u II II li II RAFTER rl N II I I ROOF DECK JOIST IF II II II 24 IN. MIN GUTTER �q�, Q3805� OQ I I I I I I 1 1 FOF NE`� N I I 7:12 I I 7:12 I I EXTERIOR WALL�. I Iw u I I <=4= N � II � II II II LJ77 Lo w I I I 1 1 I � _______ —— _______— —_ j '4 m ► I Fl IA EXIST'G RIDGE II I -L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __----- ________ I ----- ------- u N -F�- iI II II X 11 it e- 'n U) I I ( w I I I I JOHN C. GRAMLICH W I L — L I I I I I I ARCHITECT LF - 71 11 I I I I I L- — _ I I 1 248 ROUTE 25A-SUITE#3066 F- 11 7:12 11 7:12 u EAST SETAUKET, NY 11733 F1 I I I w I I TEL(631)384-1752 p L p I I JCGRAMLICH@GMAIL.COM II II II II I 1 1 CLIENT INFO: L - - - - - - - - - - - - - - - - — J I - - - J i - - - -J L — - - - - - - - - - - - - - J JESSICA & BRYAN L - - - - - - - -z - - Z - - - - - - - - - - - � � z - - � — 7 � - - - - - - - - - - - - - KARP L J L J 58525 COUNTY RD 48 GREENPORT, NY 11944 N PROJECT INFO: ROOF PLAN 58525 COUNTY RD 48 1 SCALE : 1/4" = 1' - 0" GREENPORT, NY 11944 PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 03,14.2023 DRAWN BY: CURRENT DATE: JCG 07.11 .2023 DRAWING TITLE: ROOF PLAN SHEET NO: FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 2 - 4 - 5 - 7 - 8 - 9 - EXIST'G RAILING TO REMAIN EXIST'G RAILING TO REMAIN - NYS STATE LAW. Q M 4- UF UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. EAST YATI�ON�- �NO WORK WEST ELEVATION FRONT 2 �� - � �� ARCHITECTS SEAL& SIGNATURE: SCALE . 1/4 - 1 - 0 REAR ,��µED AqC 12 Q' s 6"EAVE FASCIA 6"TIMBER STYLE �9 038051 ��� F-1 F-3 DECOR BEAMS \ rFOF NEB 6'RAKE FASCIA 12 F-1 6"TIMBER STYLE 6�;5� _ _ F-3 DECOR BEAMS \ S-2 F-3 PERGOLA T RAKE FASCIA \ / F-1 _I1 ST FLR T — — +8'-0"EL 6"EAVE FASCIA 1ST FLR PL HT Wes__1ND0W HD HT WINDOW HD HT fit. ✓: I �". i 4"WINDOW TRIM BD F-1ac J� ,� �,, f � ' - '•y,,�d 10"SQ COLUMN 1 E bf"� � S1 S-1 JOHN C. GRAMLICH ARCHITECT 1ST SUB FLR __ 1ST SUB FLR 0'-0"REF EL 0'-0"REF EL _ 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 S-1 S-2 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM NORTH ELEVATION CLIENT INFO: JESSICA & BRYAN KARP EXTERIOR MATERIALS SCHEDULE 58525 COUNTY RD 48 SYMBOL ITEM DESCRIPTION BRAND-MODEL GREENPORT, NY 11944 ROOFING ASPHALT SHINGLES REFER TO"PITCH ROOF R-1 PITCH CHARCOAL MIX COMPONENTS"LIST BOX SIDING TYPE 1 BOARD&BATTEN HARDIE BOARD PANELS PROJECT INFO: WHITE SIDING TYPE 2 HORIZONTAL HARDIE BOARD SIDING 58525 COUNTY RD 48 S-2 WHITE GREENPORT, NY 11944 1 1 EXTERIOR 1x6 HORIZONTAL AS SELECTED BY OWNER -2.1 -2.1 D-1 DECKING IPE NATURAL WOOD FASCIA&TRIM RAKE&EAVE&TRIM AZEK WOOD GRAIN TEXTURE F-1 BOARDS WHITE PAINTPRO&CORTEX FASTENERS PROJECT TITLE: COLUMNS WHITE AZEK OR PERMACAST 2 KARP RESIDENCE F-2 3 -2.1 PROJECT DESCRIPTION: BRACKETS& WOOD TONE NATURAL CEDAR -2•0 EXTERIOR ALTERATIONS F-3 CORBELS 2 -2 0 GUARD RAIL CABLE RAIL W/WOOD AS SELECTED BY OWNER PHASE: SYSTEM CAP CONSTRUCTION /CD G-1 ` GUTTERS& GUTTERS MATCH 6"x6"BOX GUTTER © ` 1 M-2 LEADERS FASCIA COLOR 4"x4"LEADER a ❑ 3 CHECKED BY: INCEPTION DATE: .2023 FLASHING& KYNAR COATED .022 SHEET METAL © -2.1 JCG 03.14 DRAWN BY: M-3 METALS CURR ENT DATE: W-1 WINDOWS BLACK EXTERIOR AS SELECTED BY OWNER 2 p "_____________ JCG 07.11 .2023 , d EXTERIOR BLACK EXTERIOR AS SELECTED BY OWNER DRAWING TITLE: W-2 DOORS FRAME 3 -2.0 EXTERIOR SYMBOLS: ELEVATIONS C= CEILING&SOFFITS M= METALS:GUTTERS, FLASHING HOUSE WRAP D= DECKING&WALKING SURFACES R= ROOFING F= FINISHES:FASCIAS,COLUMNS, BRACKETS S= SIDING IINSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE SHEET NO: G= GUARD RAILING&FENCING W= WINDOWS&DOORS WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS. 1 "TYVEK"&/OR"TYPAR"IS NOT AN ACCEPTABLE ALTERNATIVE -2•0 NOTES: REFER TO PROJECT MANUAL FOR DETAILS GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS. MOCK-UP WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION KEY PLAN FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION 1 - 2 Z3 4 - �� 5 - 6 - 7 - 8 - EXIST'G RAILING TO REMAIN 9 EXIST'G RAILING TO REMAIN O co M NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS f — BEARING A LICENSED ARCHITECT'S ��' - - - - - - - - - - - - - - - SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE ��_ I OFFICIAL COMPILATION, CODES, �k C RULES AND REGULATIONS U\t - 104 OF THE STATE OF NEW YORK, ARCHITECT'S SEAL&SIGNATURE: 3 EAST ELEVATION WEST ELEVATION D SCALE . 3/16 - 1 - 0 FRONT 2 _ SERE ARCy SCALE . 1/4 - 1 - 0 REAR ��5 � 12 T� (p � 038051 OQ� 6"TIMBER STYLE 6"EAVE FASCIA OF NE`� \ DECOR BEAMS RAKE FASCIA � — 12 6"RAKE FASCIA — 6 6"TIMBER STYLE F-1 DECOR BEAMS �,� F-3 PERGOLA //� PERGOLA F-3 6"RAKE FASCIA 1 F-1 RPLHTrL +8'-0"EL , WINDOW HD HT -47 r' 0 S-1 C S_2 JOHN C. GRAMLICH ARCHITECT q M 1ST SUB FLR,L_ 248 ROUTE 25A-SUITE#3066 0'-0"REF EL V EAST SETAUKET, NY 11733 TEL(631)384-1752 S-1 JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN KARP EXTERIOR MATERIALS SCHEDULE 58525 COUNTY RD 48 SYMBOL ITEM DESCRIPTION BRAND-MODEL NORTH E L EVA�Tl O N GREENPORT, NY 11944 ROOFING ASPHALT SHINGLES REFER TO"PITCH ROOF R-1 PITCH CHARCOAL MIX COMPONENTS"LIST BOX SIDING TYPE 1 BOARD&BATTEN HARDIE BOARD PANELS S-1 WHITE PROJECT INFO: SIDING TYPE 2 HORIZONTAL HARDIE BOARD SIDING 58525 COUNTY RD 48 S-2 WHITE GREENPORT, NY 11944 1 1 EXTERIOR 1x6 HORIZONTAL AS SELECTED BY OWNER D-1 DECKING IPE NATURAL WOOD FASCIA&TRIM RAKE&EAVE&TRIM AZEK WOOD GRAIN TEXTURE F-1 BOARDS WHITE PAINTPRO&CORTEX FASTENERS PROJECT TITLE: COLUMNS WHITE AZEK OR PERMACAST 2 KARP RESIDENCE F-2 3 -2 1 PROJECT DESCRIPTION: BRACKETS& WOOD TONE NATURAL CEDAR -2.0 EXTERIOR ALTERATIONS F-3 CORBELS 2 0 GUARD RAIL CABLE RAIL W/WOOD AS SELECTED BY OWNER -2. PHASE: SYSTEM CAP CONSTRUCTION (CD) G-1 GUTTERS& GUTTERS MATCH 6"x6"BOX GUTTER M-2 LEADERS FASCIA COLOR 4"x4"LEADER 3 CHECKED BY: INCEPTION DATE: FLASHING& KYNAR COATED .022 SHEET METAL o -2.1 JCG 03.14.2023 M-3 METALS DRAWN BY: CURRENT DATE:BLACK W-1 WINDOWS FRAMEEXTERIOR AS SELECTED BY OWNER 2 0 ,__________ .V, JCG 07.11 .2023 EXTERIOR BLACK EXTERIOR AS SELECTED BY OWNER 3 DRAWING TITLE: W-2 DOORS FRAME _2 0 EXTERIOR SYMBOLS: ELEVATIONS C= CEILING&SOFFITS M= METALS:GUTTERS, FLASHING HOUSE WRAP D= DECKING&WALKING SURFACES R= ROOFING F= FINISHES:FASCIAS,COLUMNS, BRACKETS S= SIDING IINSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE SHEET NO: G= GUARD RAILING&FENCING W= WINDOWS&DOORS WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS. 1 'TYVEK"&/OR"TYPAR"IS NOT AN ACCEPTABLE ALTERNATIVE -2.0 NOTES: REFER TO PROJECT MANUAL FOR DETAILS GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS.MOCK-UP WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION KEY PLAN FILE LOCATION: FC-1 S-0. REVISIONS: 12 12 7� 16oG Q7 NO. DATE DESCRIPTION FC-6 2x4 CT @16"OC s-0. ��ORR 2 AttIC �164Oc FC-1 3 EXIST'G 2x6 RR @16"OC P S-0. _ IST'G 2x4 CT @48"OC 12 12 4 Attic Attic 5 _ Exist'g Exist'g ��' F a 2 S p6 0 2 Attic 6 EXIST'G 2x6 CJ 16 OC 1 ST FLR PL HT J, x REMOVE 2x6 RR 'M— — — — -J,1 ST FLR PL HT 2x8 CJ 016"OC — �+8'-0"EL +8'-0"EL 7 j WINDOW HD HT _06 WINDOW HD HT 8 — �+g'-8"EL Y +6'-8"EL Bedrm-1 CI Bath-1 Dining Unfinished 9 4 Exist'g Exist R 'g Exist'g M.Bedrm _ m Storage co ;o Exist'g Exist'g co ;o NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL 1SJ. T SUB FLR _J,1ST SUB FLR EXIST'G 2x8 FJ @16"OC PLANS OR SPECIFICATIONS Q -- 0'-0"REF EL 0'-0"REF EL EXIST'G 2x8 FJ 16"OC EL 110.00 BEARING A LICENSED ARCHITECT'S EXIST'G 2x8 FJ @16"OC EXIST'G FOUNDATION Crawl Space EXISTG PIER EXIST'G FOUNDATION SEAL IS A VIOLATION OF PART WALL&FOOTING(SEE Exist'g FOUNDATION&FOOTING WALL&FOOTING(SEE 69.5.E OF TITLE 8 OF THE PLANS) (SEE PLANS) PLANS) OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. SECTION AA ARCHITECT'S SEAL&SIGNATURE: s _ - ED aI�C ti Rqy SECTION BB SCALE : 1/4" = 1' - 0" . s�'9j� 038051 0Q� FOF NEB EXIST'G 2x4 CT @48"OC / EXIST'G 2x4 CT @48"OC k Attic Attic Exist'g Exist'g E x J 1 ST_FLR P .HT_� _�1 S$_p EPL HT " +8'-0"EL Y _ WINDOW HD HT WINDOW HD HT _ +6'-8"EL Living Rm Hall Bedrm-1 Exist'g xist g Exist'g 4 bo 4 °° JOHN C. GRAMLICH `o ARCHITECT C-8 C-6 248 ROUTE 25A-SUITE#3066 _ 1ST SUB FLR r '0.2 -0.2 EAST SETAUKET NY 11733 1ST SUB FLR, 0-0 REF EL EXIST'G x FJ 16"OC ' EXIST'G 2x8 FJ @16"OC EXI�j�.2xefr 6 0'-0"REF EL EL 110.00 2x6 DJ 6"OC TEL(631)384-1752 EL 110.00 L JCGRAMLICH@GMAIL.COM Crawl Space EXIST'G FOUNDATION Exist'g WALL&FOOTING(SEE r C-8 PLANS) finished Cellar 1 _02 CLIENT INFO: Unfinished Exist'g JESSICA & BRYAN EXIST'G FOUNDATION KARP WALL&FOOTING(SEE PLANS) 58525 COUNTY RD 48 L BSMT SLAB -6'-11 1/4"EL GREENPORT, NY 11944 SECTION CC SECTION DID PROJECT INFO: SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT TITLE: CONTINUOUS BAFFLES PROVIDING , KARP RESIDENCE CONTINUOUS AIR FLOW TO VENTED sliiNGLEROOF ATTIC i D 3.0 PROJECT DESCRIPTION: EXTERIOR ALTERATIONS ROOF PAPER }" B PLYWOOD ROOF �/ PHASE: SHEATHING , OOD RAFTER W/BATT INSULATION CONSTRUCTION (CD) 1/2"GYPSUM CEILING BD IET ❑ CHECKED BY: INCEPTION DATE: METAL DRIP EDGE CATHEDRAL CLG) o JCG 03.14.2023 LOCKING 1x3 FASCIA BD DBL TOP PLATE DRAWN BY: CURRENT DATE: PVC VENTED I - _ ,, JCG 07.11.2023 SOFFIT 1/2"GYPSUM WALL }"PLYWOOD ROOF I BOARD A DRAWING TITLE: 'SHEATHING WOOD FRAMED WALL W/ -3.° BUILDING SECTIONS SIDING OVER HOUSE I BATT INSULATION WRAP BARRIER AA & BB & CC & DD FEV-1 EAVE DETAIL SHEET NO: KEY PLAN Jov BUILT-UP WOOD COLUMNS STRUCTURAL LEGEND TABLE R403.1 TABLE R402.2 GENERAL NOTES FILE LOCATION: MINIMUM WIDTH OF CONCRETE OR MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE DESCRIPTION SYMBOL KEY MASONRY FOOTI NGS a CONTRACTORS MUST REFER TO GENERAL NOTES, SHEET GN-1 FOR PROJECT REQUIREMENTS. BEARING WALL LOAD BEARING VALUE OF SOIL 1TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(F'c) REVISIONS: M11LT-UP WOOD COLUMN IN WALL 1,500 PSF 2,000 PSF 3,000 PSF 54,000 PSF WEATHERING POTENTIAL STRUCTURAL DESIGN VALUES NO. DATE DESCRIPTION �x BEARING WALL FROM ABOVE(USUALLY �����<<�)(( ''<(�` I� ��t CONVENTIONAL LIGHT-FRAME CONSTRUCTION NEGLIGIBLE MODERATE SEVERE SAWN LUMBER DOUG-FIR LARCH(NORTH)#2 4s'FOR 2x6 XXk �CkX{k'X>c �4'FOR 2x4 BEARING ATOP A BEAM) 1 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 PSI 2500 PSI 2500 PSI 2;"FOR 2x8 Fb=900 psi ALL NOMINAL FRAMING POST DOWN(AS SPECIFIED)-REFER TO 2-STORY 15 INCHES 12 INCHES 12 INCHES 12 INCHES EXPOSED TO WEATHER DETAILS FOR BUILT-UP WOOD POSTS ® STRUCTURAL COMPOSITE GEORGIA PACIFIC GP LAM 2.0E-3100F 2 I BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 PSI 2500 PSI 2500 PSIc 3-STORY 23 INCHES 17 INCHES 12 INCHES 12 INCHES GARAGE FLOOR SLABS 3 2-3"NAILS,TYP. ® Fb=3100 psi LVL, PSL - POST FROM ABOVE&ATOP BEAM 4-IN BRICK VENEER OVER LIGHT FRAME OR 8"HOLLOW BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2500 PSI 3000 PSI 3000 PSI co (USUALLY BEARING ATOP A BEAM) CONCRETE MASONRY AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE GLUE LAMINATED TIMBER ANTHONY POWER BEAM 30E-2.1 E 4 • • WEATHER a: Fb=3000 psi GLULAM LW LH STEEL COLUMN OR STEEL TUBE 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES 5 _ 2-PLY , -PLY 4-PLY © ® PORCHES,CARPORT SLABS AN STEPS EXPOSED TO 2500 PSI 3000 PSI 'e' 3000 PSI STEEL BEAMS BEAMS&GIRDERS 2-STORY 21 INCHES 16 INCHES 12 INCHES 12 INCHES WEATHER,AND GARAGE FLOOR SLABS a STEEL COLUMN OR STEEL TUBE FROM ® ® Fy=36 ksi WIDE-FLANGE 6 3-STORY 321NCHES 24 INCHES 16 INCHES 12 INCHES a. Stren ABOVE(USUALLY BEARING ATOP A BEAM) gth at 28 days psi. MIN 2 2"NAILS STAGGERED b. See table r301.2 1 for weathering otentialc. STEEL PIPE COLUMNS ASTM A501 ...._ - EACH PLY OF COLUMN 8-IN SOLID OR FULLY GROUTED MASONRY O g p 7 AT 6"c/c,TYP. TO BE CONNECTED TO "LVL"BEAM: LAMINATE STRAND LUMBER c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in 1"x9 I VL Fy=36 ksi PIPE COLUMN 8 _ GYPSUM BOARD WITH "PSL"BEAM: PARALLEL STRAND LUMBER 1-STORY 16 INCHES 12 INCHES 12 INCHES 12 INCHES accordance with footnote d. - DRYWALL SCREWS @16"Gc "ML"BEAM: MICRO-LAM ENGINEERED 1 tx9}" P_SL d. Concrete shall be air-entrained.total air content(percent by volume concrete)shall not be less than 5 percent or more than 7 STEEL TUBE COLUMNS ASTM A500-GRADE B PROVIDE BLOCKING TO ADJACENT OR NAILED @8"c/c TYP. "GLAM"BEAM:GLUE LAMINATED 2-STORY 29 INCHES 21 INCHES 14 INCHES 12 INCHES percent. - STUD EACH SIDE AS ALTERNATIVE - - 1 x91: ML 9 TO NAILING COLUMN TO SHEATHING GYPSUM BOARD (CENTERLINE) " 3-STORY 42 INCHES 32 INCHES 21 INCHES 16 INCHES e. See section r402.2 for minimum cement content Fy=46 ksi SQAURE COLUMNS 3 x12 GLAM f. For garage floors with a steel troweled finish, reduction of the total air content (percent by ON EACH FACE volume of concrete) to not less than 3 percent 1s permitted if the specified compressive CONCRETE WALLS, FOOTINGS,&SLABS MINA"SHEATHING STEEL BEAM CENTERLINE a.Where minimum footing width is 12 inches, use single wythe of solid or (CENTERLINE) W12x35 strength of the concrete 1s increased to not less than 4,000 psi. ON ONE SIDE - - 7 fully grouted 12-inch nominal concrete masonry units is permitted. p 3000 psi 3500 psi GARAGE SLAB UPSET FLUSH BEAM SOIL UNDISTURBED SOIL NYS STATE LAW: WOOD SHEATHED WALLS INTERIOR PARTITIONS FJ=FLOOR JOIST DJ=DECK JOIST 2X10 FJ CJ=CEILING JOIST CT=COLLAR TIE 016"OC 1.5 TON-3000 PSF I G.C.VERIFY SJ=SOFFIT JOIST UNAUTHORIZED ALTERATION OR FREE STANDING BUILT-UP WOOD COLUMN RR=ROOF RAFTER 2X10 RR FRAMING NOTES ADDITION TO ARCHITECTURAL RT=RAFTER TIE m16"OC PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S ri Va"FOR 2x4 TABLE R301 .7 TABLE R301 .5 STRUCTURAL STEEL NOTES 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS SEAL IS A VIOLATION OF PART #e FOR 2x6 INDICATES CONNECTION WHERE(2) ALLOWABLE DELFECTION OF MINIMUM UNIFORMLY DISTRIBUTED NOTED OTHERWISE. 69.5.E OF TITLE 8 OF THE 2-1 FOR 2x8 6„ BEAMS INTERSECT-BEAM'A'IS BEING ,Tr THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL OFFICIAL COMPILATION, CODES, 3 432' NAIL FASTENED INTO BEAM B BY MEANS OF I STRUCTURAL MEMBERS a,b,c, LIVE LOADS CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED • : NAIL NAIL A METAL CONNECTOR OR AS SPECIFIED (A THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. OTHERWISE. RULES AND REGULATIONS 2 ROWS TYP. STRCUTURAL MEMBER ALLOW. DEFLECTION USE LIVE LOAD OF THE STATE OF NEW YORK. r 1 ROW,STAGGERED,FOR RAFTERS HAVING SLOPED GREATER U180 ATTICS WITH LIMITED STORAGE 20 PSF ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED COLUMN WITH 2x4 PLIES THAN 3/12 WITH NO FINISHED CEILING REQUIREMENTS: OTHERWISE. • • -♦ ATTACHED TO RAFTERS ATTICS WITHOUT STORAGE 10 PSF qz_2"FOR 2-PLY A) ALL HOT ROLLED SHAPES SHALL CONFORM TO THE 4, POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL ARCHITECT'S SEAL&SIGNATURE: 2�"FOR 3-PLY INTERIOR WALLS&PARTITIONS H/180 DECKS 40 PSF REQUIREMENTS OF ASST.A572 GRADE 50 OR ASST.36. ALL LUMBER BEAMS,ENGINEERED BEAMS&HEADERS. 33d'FOR 4-PLY 2.E'LY 2-EJ'.Y 4-PLY PROPOSED HOT ROLLED SHAPE FRAMING MEMBERS SHALL FLOORS&PLASTERED CEILINGS U360 EXTERIOR BALCONIES 60 PSF <;tED AID CONFORM TO A572 UNLESS SPECIFICALLY NOTED ON THE PLAN 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. _% C,S, ALL OTHER STRUCTURAL MEMBERS U240 GUARDRAILS AND HANDRAILS 200 PSF THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH C?_5 G 'Rgyj NOTE� 2. DETAILS B) ALL AS STEEL PLATES SHALL CONFORM TO THE SIDE. WOOD COLUMNS. EXTERIOR WALLS WITH PLASTER OR H/360 GUARDRAILS IN-FILL COMPONENTS 50 PSF REQUIREMENTS NTS OF ASST.A36 LS ABOVE ONLY APPLY TO S F COLUMNS. 3 ALL NAILS TO BE COMMON WIRE NAILS. STUCCO FINISH C) ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS PASSENGER VEHICLE GARAGES 50 PSF SHALL CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. EXTERIOR WALLS-WIND LOADS U240 (Fay=46 SKI). WITH BRITTLE FINISHES ATTICS WITH STORAGE 20 PSF 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY I EXTERIOR WALLS-WIND LOADSa U120 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN CODE. 9T 03805, WITH FLEXIBLE FINISHES ACCORDANCE WITH DISC STANDARDS AND TO SATISFY THE OF N1=4 SLEEPING ROOMS 30 PSF BEAMS END REACTIONS. THE CONTRACTOR SHALL SUBMIT 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS a.The wind load shall be permitted to be taken as 0.7 times the CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. REQUIRE BY CODE.2 INCHES MIN. Component and Cladding loads for the purpose of determining the STAIRS 40 PSF THE CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE AND SHALL BEAR HIS 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE MAX. "l a OF ' NOTCH MAX. deflection limits herein. , JOIST DEPTH O JOIST 1h,OF SIGNATURE AND PROFESSIONAL SEAL. THE CALCULATIONS "LOAD PATH'.ALL POST LOADS,BEAM POSTS,ETC.SHALL BE b. For cantilever members, L shall be taken as twice the length of the RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. JOIST DEPTH cantilever. SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS. t 1 2 INCHES MIN. REPORT ALL DISCREPANCIES TO THE ARCHITECT. -5:7c. For aluminum structural members or panels used in roofs or wals of BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A325 MAX,1A OF sunroom additions,patio covers,not supporting edge of glass or sandwich - MIDDLE !�OF SPAN - AND SHALL BE 3/4"DIA.TYPE'F'(SLIP CRITICAL)UNLESS 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS JOIST DEPTH panels,the total load deflection shall not exceed U60. For sandwich OTHERWISE NOTED ON PLANS OR DETAILS. DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. Wes`NO NOTCHES ALLOWED TOP OR BOTTOM panels used in roofs or walls of sunroom additions or patio covers,the total load deflection shall not exceed L/120 ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND For SI: 1 inch=25.4 mm. RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY NAILING & FRAMING CONNECTORS Figure 2308.4.2.3 CUTTING, NOTCHING AND BORING JOISTS LVL BOLTING CHART (A.W.S.)"STRUCTURAL WELDING CODE"AS APPLICABLE WITH REGARD TO WORK CONFORMING TO THE AISC. ' CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL 11 STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR �r T EXTERIOR OR NONBEARING FASTENER SCHEDULE 31/21'WIDE 514"WIDE 7"WIDE E70XX ELECTRODES. WELDERS MUST HAVE CURRENT NEW YORK PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE BEARING WALL PARTITION STATE CERTIFICATION. CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE, NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL ALL OPEN WEB JOIST CONSTRUCTION SHALL BE IN ACCORDANCE LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT A.1X1, WITH THE SPECIFICATIONS AND RECOMMENDATIONS OF THE WITH ANY ISSUES OR QUESTIONS STUD FACE - -- -STUD FACE NUMBER OF FASTENER n. STEEL JOIST INSTITUTE(SJI). ALL JOISTS SHALL BE BRIDGED TO !,INCH MIN. ! INCH MIN. ERSTERER QN CERTER THE RECOMMENDATIONS OF THE SJI AS A MINIMUM, BRIDGING JOHN C. GRAMLICH BORED HOLES BORED HOLES fRSTENERTYPE ROWS SPACING(IN.) 2-PI I%" 3-PI 1%" 13/;'+3ih" 4-PI 13/4" 2-Ply I3/4"+ 3/2" 2 PI 3�h" SHOWN IN PLANS MAY EXCEED THE SJI REQUIREMENTS AND 6" DIAMETER DIA.40%OF STUD WIDTH, ���../// DIA.60°�OF 3 12 545 405 ES 405 - 360 ES _ SHALL BE PROVIDED. ROOF JOISTS SHALL BE PROVIDED WITH � '��� ARCHITECT 60%OF STUD WIDTH IF STUD WIDTH IOd(0.128"x 3")Nails 4 12 725 545(ES) 545 - 485ES UPLIFT BRIDGING ALONG THE BOTTOM S\CHORDS AT THEIR STUD DOUBLE MAX. - SUPPORTS. JOIST BRIDGING SHALL BE ANCHORED TO THE 248 ROUTE 25A-SUITE#3066 - - STRUCTURAL STEEL FRAMING. 16d(0.162"x 3%z'")Nails 2 12 565 425 ES 425 375 ES NOTCH -NOTCH 3 12 845 635 ES 635 - 563 Es EAST SETAUKET, NY 11733 ^�, 25%OF STUD 40%OF STUD 24 505 380 525 340 465 860 ALL STEEL DECK CONSTRUCTION SHALL CONFORM TO THE REFLECTIVE RCD REFLECTIVE WHITE TEL(631)384-1752 WIDTH MAX. WIDTH MAX. %i'Through Bolts 2 19.2 1 635 475 655 425 585 1075 SPECIFICATIONS AND RECOMMENDATIONS OF THE STEEL DECK CANTOtm 0107 ti 16 760 570 790 505 700 1290 INSTITUTE(SDI). ALL STEEL DECK SPECIFIED IS MANUFACTURED \ JCGRAMLICH@GMAIL.COM 24 680 51G ES 510 - 455 ES _ BY UNITED STEEL DECK(USD). THE DECK SHALL BE FASTENED TO THE SUPPORTING MEMBERS AND ALONG THE SIDE LAPS TO USD CLIENT INFO: For SI: 1 inch=25.4 mm. SDS%4"x 3%2" 2 19.2 850 64G ES 640 - 565 ES - AND THE SDI SPECIFICATIONS AND RECOMMENDATIONS. Figure 2308.5.9 16 1020 765 Es 765 - 680 Es - - JESSICA & BRYAN CUTTING, NOTCHING AND BORED HOLES IN STUDS 24 - - - 555 ES 555 ES 680 ES STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED KARP SDS'/4"x 6" 2 19.2 - - - 695 Es 695 ES 850 ES WITH ONE SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS TO BE TOUCHED UP WHERE THE PAINT FINISH HAS BEEN 16 - - - 835 ES 835 ES 1020 ES DAMAGED. STRUCTURAL STEEL SURFACES IN CONTACT WITH 58525 COUNTY RD 48 24 Soo 375 ES 375 - 335 ES - CONCRETE SHALL NOT BE PAINTED. IN LIEU OF PAINTING,THE GREENPORT, NY 11944 WIND SPEED ASCE 7-16 130mph USP WS35 2 19.2 625 47G Es 470 - 415 ES - CONTRACTOR IS TO PROVIDE FOR THE GALVANIZING OF ALL 16 750 565 ES 565 - 500(ES) EXPOSED STEEL. y '^"' 24 - - - ES 335 ES 500 ES I Hazards by Location USP W56 2 19.2 - - - 335 335 Es 435 ES 625 ES STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PAINTED ' WITH PRIME AND TOP COATS WITH AN APPROVED PAINT SYSTEM. 44 16 - - - 500 ES 500 ES 750 ES PROJECT INFO: f��il+ a, J_4.;�1r•�• 24 535 400 ES 400 - 355 ES - THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL 112" _.- -. ._._.__._.._. ._._,_._.,...,e...___..-.. . .-. ._.. 33/s"TrussLok" 2 19.2 670 500 ES Soo 445 ES STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY S, STROKE 58525 COUNTY RD 48 The 58525 County Rd 48 Greenport, NY 11944, USA 16 800 600 ES 600 - 535 ES s- THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. de gnationlction sha I bepe GREENPORT, NY 11944 24 - 435 435 - 385 ES 580 ES •I",all",■iII",•IV"or•V" ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW to indicate the construction 5"TrussLok 2 19.2 - 545 545 - 465 ES 725(ES) YORK STATE BUILDING CODE AND OTHER REGULATORY classification of the 16 - 655 655 - 580 ES 870 ES AGENCIES HAVING AUTHORITY OVER THE WORK. structure under DESIGNATION FOR STRUCTURAL r 4''dind _ .v. _ _.-... _..._.__.w...._.._.... -..._..•._-__..,_....._..__.-.. 24 - - - 385 385 580 section 602 of the BCNYS COMPONENTS THAT ARE OF ....• .._. u a - _ THE DIMENSIONS SHOWN ARE BASED ON EXISTING 6/4 TrussLok 2 19.2 - 485 485 725 � TRUSS TYPE CONSTRUCTION 16 - 580 580 870 PROJECT TITLE: CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL VERIFY (� - - s- A Print i iese results I IEi Save these reSLI?ts Np1Fc: ALL DIMENSIONS IN THE FIELD. -a ■ "F" FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS KARP RESIDENCE I."ES"indicates fasteners must be Installed from each side of the beam with the given 3.For 3 rows of fasteners,multiply tabulated values for 2 rows by I.S.Center and stagger THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ® ■ rs " R ROOF FRAMING PROJECT DESCRIPTION: fastening schedule.Stagger fasteners on opposite side of beam by up to one-half the middle row by one-half the required o.c.spacing for depths less than I 1'i;'. STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY required fastener on-center spacing. 4.Do not use fastener schedule If fastener clearances,required staggering and offsetting,or THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. =• t' Y " B ti�� " EXTERIOR ALTERATIONS Y P Y spacing Y required fastening cannot be met.Consult technical representative for other options. FR FLOOR AND ROOF FRAMING r S 7 2.For nails,tabulated values may be multiplied b 2.0 for 6"o.c.s atin and b 3.0 for 4"o.c.spacing.For bolts,tabulated values for 24"o.c.may be multiplied by 2.0 for STANDARDS AND CODES 12"o.c.spacing.For structural screws,tabulated values for 24"o.c.may be multiplied PHASE: MRI 10-Year 76 r;,' by 2.0 for 12"o.c.spacing,by 4.0 for 6"o.c.spacing and by 6.0 for 4"o.c.spacing. MR125-Year 87 i, _ ENGINEERED FRAMING SIGN CONSTRUCTION (CD) TITLE 19 OF THE OFFICIAL COMPILATION OF CODES,RULES AND CHECKED BY: INCEPTION DATE: MR150-Year 9$ REGULATIONS OF THE STATE OF NEW YORK,PART 1265. JCG 03.1 4.2023 ALL NEW,ADDITIONS TO EXISTING,OR REHABILITATION OF EXISTING MRI 100-Year 105 RESIDENTIAL STRUCTURES UTILIZING TRUSS TYPE CONSTRUCTION, DRAWN BY: CURRENT DATE: PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER JCG 07.11 .2023 Risk Category I 119 CONSTRUCTION REQUIRE THE FOLLOWING: 1. THE PROPERTY OWNER OR THE PROPERTY OWNER'S DRAWING TITLE: Risk Category It 1Lti REPRESENTATIVE SHALL COMPLETE A FORM PRESCRIBED BY THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL STRUCTURAL NOTES Risk Category IIII t 137 DESIGNATING THE STRUCTURE AS TRUSS TYPE, PRE-ENGINEERED CRITERIA WOOD OR TIMBER CONSTRUCTION AND FILE SUCH FORM WITH THE APPLICATION FORA BUILDING PERMIT. SCHEDULES & DETAILS 2. A SIGN SHALL BY AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE SHEET NO: EXTERIOR OF THE RESIDENTIAL STRUCTURE.(REFER TO PART 1265 WHERE NO ELECTRIC BOX EXISTS) 3. THE SIGN SHALL BE AS SHOWN&DESCRIBED IN THE FIGURE BELOW &SHALL BE OF STURDY,NON-FADING,WEATHER-RESISTANT MATERIAL. 0 OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 IL NAILING SCHEDULE IRC NAILING SCHEDULE IRC FILE LOCATION: TABLE 602.3(1) TABLE R602.3(1) FASTENING SCHEDULE-continued FASTENING SCHEDULE USE A MIN,OF(2)8d NAILS THIS HDU5 WITH SIDS 2.5 WOOD ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'b•` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE REVISIONS: OF FASTENER °,` T_ SPACING AND LOCATION 12" SIDE OF TRUSS(4)8d NAILS SCREWS � Floor Roof NO. DATE DESCRIPTION MINIMUM INTO TRUSS 3-16d box(3'/,"X 0.135');or 24 2"subfloor to joist or girder Blind and face nail ��5�• • O • J g 2-16d common(3'/,"X 0.162') 4-8d box(2'/2"X 0.113')or "ENo 5/8"DIA.THREADED ROD 3-16d box 3'/ "X 0.135 ;or 1 Blocking between ceilin J oists or rafters to to late 3-8d common(2'/,"X 0.131');or 231� LSTA 1 114"WIDEx 15" SHORT SIDE 25 2"planks(plank&beam-floor&roofj ( z At each bearing,face nail b ceiling joists p p 3-1 Od box(3"X 0.128');or Toe nail LONG 20 GA.STEEL I OF STUD 2-16d common(3'/,"X 0.162'� 3-3"X 0.131"nails _ STRAP BY'SIMPSON'. / / 3-16d common .1f8 X 0.162'� 4-8d box(2'/2"X 0.113' 2 / / �'���" BOTTOM PLATE OF WALL 4-10 box(3"X 0.128'�,or I �,or SECURE W/(6)10d 26 Band or rim joist to joist End nail 3-8d common(2/, X 0.131 ;or / Lzs� 4-3 X 0.131 nails,or 2 Ceiling joists to top plate Per joist,toe nail COMMON NAILS ON EACH / .. j - ���e � 4-3"X 14 ga.staples,7/1°"crown 3-I Od box(3��X 0.128�;or RAFTER �- 3-3 X 0.131 nails 5/8"DIA.THREADED ROD 4 v RAFTER � 20d common(4"X 0.192'�;or Nail each layer as follows:32"o.c. Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"X 0.128');or DBL TOP PLATE OF WALL at top and bottom and staggered. 3 partitions see Sections R802.3.1,R802.3.2 and Table 3-16d common 3'/,"X 0.162');or Face nail o ° IOd box(3"X 0.1281;or 24"o.c.face nail at top and bottom 802.5.1(9)] 4-3"X 0.131"nails 5 27 Built-up girders and beams,2-inch lumber 3"X 0.131"nails staggered on opposite sides Ceiling joist attached to parallel rafter(heel joint) ° SHORT SIDE layers And: 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 6 - HDU5 WITH SOS 2.5 WOOD OF STUD 2-20d common(4"X 0.192');or ( )] RIDGE BOARD ° SCREWS 3-1 Od box(3"X 0.4"x 0. 2 Face nail at ends and at each splice R802.5.1 9 4-1 Od box(3"X 0.128'�;or • 3-3"X 0.131"nails 5 Collar tie to rafter,face nail or I'/4"X 20 ga.ridge strap to 3-1 Od common(3"X 0.148');or Face nail each rafter USE A MIN.OF(2)8d NAILS INTO • • rafter PLATES �• 4-16d box(3'/2"X 0.135');or 4-3"X 0.131"nails $ _ 28 Ledger strip supporting joists or rafters 3-16d common(3'/,"X 0.1621;or At each joist or rafter,face nail 3-16d box nails(3'/,"X 0.135')•or USE A MIN.OF(8)8d NAILS INTO 4-1 Od box(3 X 0.f 28');or 3-1 Od common nails(3"X 0.148'); 2 toe nails on one side and] toe nail STUD 4-3' X 0.131 nails 6 Rafter or roof truss to plate or on opposite side of each rafter or 9 29 Bridging to joist 2-10d(3"X O.I28') Each end,toe nail 4-1 Od box(3"X 0.128');or truss' SPACING OF FASTENERS 4-3"X 0.131"nails - ITEM DESCRIPTION NUMBER AND Edges Intermediate 3-1 Od(3'/,"on(3'5')X 0.148'�;or OF BUILDING ELEMENTS TYPE OF FASTENER'°` ° supports`'° „ Toe nail FICA RAFTER TO RIDGE CONNECTOR FC-2 RAFTER & CEILING JOIST TO STUD FC-3 STUD TO STUD BETWEEN FLOORS (inches) (inches) 4-1Od box(3 X0.128);or Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"X 0.131"nails NYS STATE LAW. to minimum 2"ridge beam I [see Table R602.3(3)for wood structural panel exterlorwall sheathing to wall framing] 3-16d box 3 /,"X 0.135,);Or 6d common(2"X 0.113')nail(subfloor,wall)' ,. 2-16d common(3'/2"X 0.162');or UNAUTHORIZED ALTERATION OR 30 '/"-'/ " 6 12 3-1 Old box(3 X 0.128 or End nail + 2 8d common(2'/2"X 0.131'�nail(roof] 3-3"X 0.131"nails ' ADDITION TO ARCHITECTURAL 31 '91„"- 1" 8d common nail(2'/2"X 0.131") 6 12' wall PLANS OR SPECIFICATIONS 32 1/ B„_1,/4„ lOd common(3 6 12 X 0.148')nail;or 16d common(3'/2"X 0.162") 24"o.c.face nail BEARING A LICENSED ARCHITECT'S 8d(21/Z"x 0.131')deformed nail SEAL IS A VIOLATION OF PART 8 Stud to stud(not at braced wall panels) 1 Od box(3"X 0.128");or Other wall sheathing �� ,� 16 o.c.face nail 69.5.B OF TITLE 8 OF THE g 3 X 0.131 nails OFFICIAL COMPILATION, CODES, H8 HURRICANE TIE SECURED W/ 1/"structural cellulosic fiberboard 1'/ "galvanized roofing nail '/ "head „ 33 3 6 16d box(3/2 X 0.135),or •• RULES AND REGULATIONS (5)10dx1 1/2"NAILS TO RAFTER ° sheathing diameter,or 1"crown staple 16 ga., 1'/4"long 9 Stud to stud and abutting studs at intersecting wall corners 3"X 0.131"nails 12 o,c.face naul USE(5)8d NAILS IN EVERY ' &(5)8d TO PLATES -'5r 1 7 (at braced wall panels) OF THE STATE OF NEW YORK. OTHER HOLE IN EACH ROW •' 34 ,, structural cellulosic 1 /, galvanized roofing nail, /, head diamc- I „ lberboard sheathing ter,or 1"crown staple 16 ga., 1 /4"long 3 6 16d common(3/2 X 0.162 16 o.c.face naiil zz 16d common(31/2"X 0.1621) 16"o.c.each edge farce nail z I a 1'/,"galvanized roofing nail;staple galvanized, 10 Built-up header(2"to 2"header with spacer) w J 35 /, gypsum sheathing ]'4"long; 1'/,"screws,Type W or S 7 7 16d box(3'/2"X 0.135") 12"o.c.each edge farce nail ARCHITECT'S SEAL&SIGNATURE: • 5 „ a 13/4"galvanized roofing nail;staple galvanized, 5-8d box(2'/2"X 0.113');or HURRICANE TIE SECURED W/(5) ° 36 /; gypsum sheathing 1% long; 1%"screws,Type W or S 7 7 I 1 Continuous header to stud 4-8d common(2'/,"X 0.131');or Toe nail H2 HURRICANE TIE SECURED W/ x ° 4-1 Od box(3"X 0.128'� aF_D A fJ 10dxl 1/2"NAILS TO STUD &(5) (5)8d NAILED TO PLATES&(5)8d Wood structural panels,combination subfloor underlayment to framing .(� Cy 6d deformed 2 X 0.120 nail;or l6d common(3'/2"X 0.1621) 16"o.c.face nail \5 G cRgM .��+ or z J 8d TO PLATES . NAILED TO RAFTER 37 '/,"and less (, ), 6 12 a F 8d common(2/, X 0.131 )nail 12 Top plate to top plate IOd box(3"X 0.128');or 12 o.c.face nail CC J1 � + 8d common(21/,"X 0.1311)nail;or 3"X 0.131"nails • ° 8d deformed(2'%2"X 0.120'D nail 6 12 8-16d common(31/2"X 0.162');or lOd common(3"X 0.148")nail;or Double top plate splice for SDCs A-D,with seismic braced 12-16d box(3'/Z"X 0.135'�;or l r CS COILED STRAP '• 39 1/x"-1'/4" 8d deformed(2'/,"X 0.120')nail 6 12 13 wall line spacing<25' 12-1Od box(3 X 0.128 );or Face nail on each side of end joint 1 114"x 20GA.@16"01 12-3 X 0.131 nails (minimum 24 lap splice Uength each S� 00 side of end joint) p 11 Q� For SI: 1 inch=25.4 min, 1 foot=304.8 min,1 mile per hour=0.447 m/s;t ksi=6.895 MPa. Double to late s lice SDCs D D or D •and braced wall I „ 9� 3805 f� .• Z. t w J p P p '' " 12-16d(3/, X 0.135 F H8 HURRICANE TIE SECURED W/ (corltirttred) line spacing>_25' OF USE(5)Sd NAILS IN EVERY NOTE:USE H2 WHEN (5)10dxl 1/2'NAILS TO STUD & N OTHER HOLE IN EACH ROW STUD&RAFTER ALIGN (5)8d TO PLATES TABLE R602.3(1)-continued FASTENING SCHEDULE NOTE:USE H8 WHEN ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°b'` SPACING AND LOCATION STUD&RAFTER DO Bottom plate to joist,rim joist,band joist or 16d common(3'/2"X 0.1621) 16"o.c.face nalil NOT ALIGN 14 blocking(not at braced wall panels) 16d box(3'/,"X 0.135');or 12"o.c.face nail s. 3"X 0.131"nails ( - FC-4 WALL TO WALL STRAPPING FC-5 STUD TO PLATE & RIM BOARD FC-6 RAFTER TO TOP PLATES & STUD 15 Bottomplatet joist,rimjoist,bandjoistor 3-16dboxmon X1o.,ix0.1 2 3each16"o.c.facenail / blocking(at braced wall panel) 2-)6d common(3/2 X 0.162),or 2 each 16 o.c.face nail �lf 4-3"X 0.131"nails 4 each 16"o.c.face nail 4-8d box(2'/,"X 0.113');or 3-16d box(3r/,"X 0.135'),or 4-8d common(2'/2"X 0.131');or Toe nail 4-1Od box(3"X 0.128');or "• �' 16 Top or bottom plate to stud 4-3"X 0.131"nails " CEILING JOISTS 3-16d box(3'/2"X 0.135');or DBL TOP PLATES 2-16d common(3'/2"X 0.162');or A 3-1 Od box X 0.128');or 3-3 End nail �I A35 CO ECTOR REQ' X 0.131 nails AC4 POST CAP EACH SIDE OF ' ' 3-1 Od box(3"X 0.128");or @TOP&E OTTOM OF 17 Top plates,laps at comers and intersections 2-16d common(3'/2"X 0.162');or Face nail ALL CRI LES. HDR BEAM.USE(12)16d NAILS + . + HEADER ALL CR LES. IN BEAM&(8)16d NAILS IN POST 3-3"X 0.131"nails FOR EACH CONNECTOR 3-8d box 2'/ "X 0.113' JOHN C. GRAMLICH ( �;or ARCHITECT 18 1"brace to each stud and late 2-8d common(2'/2"X 0.131');or H8 CONNECTOR P Face nail 2-1Od box(3"X 0.128');or 2 staples P/4" 248 ROUTE 25A-SUITE#3066 3-8d box(21/,"X 0.113');or EAST SETAUKET, NY 11733 19 1"X 6"sheathing to each bearing 2-8d common(2'/2"X 0.131');or Face nail TEL(631)384-1752 KING STUDS 2-1Od box(3"X 0.128');or JACK STUDS 4'-0"PERIMTER ZONE PANEL 2 staples, 1"crown, 16 ga., 13/4"long JCGRAMLICH@GMAIL.COM EDGE NAILING I „ ° 3-8d box(2/, X 0.113) or ABW44Z(44 POST)OR ABW66Z • 4'-0"PERIMTER ZONE PANEL 3-8d common(2'/,"X 0.131');or (6X6 POST)ADJUSTABLE POST FIELD NAILING 3-1 Od box(3"X 0,128'1;or CLIENT BASE W/(8)10d NAILS IN POST 4"O.C.NAIL SPACIN 3 staples, 1"crown, 16 ga., 13/4,,long J ESS I CA & BRYAN 20 1"X 8"and wider sheathing to each bearing Wider than 1"X 8" Face nail ANCHORAGE INTO NEW CONC: �-EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 4-8d box(2'/2"X 0.113');or KARP USE 1/2' DIA.x 7 (MIN EMBED) (TWO BRACED WALL PANELS) 3-8d common(21/,"X 0.13 M;or LOOKOUT BLOCK EXTENT OF HEADER WITH SINGLE PORTAL FRAME ANCHOR BOLT (ONE BRACED WALL PANEL)- 0 3-1Od box(3"X 0.128');or 58525 COUNTY RD 48 ANCHORAGE INTO EXIST'G CONIC: *-1'-0" 2'-1B'FINISHED WIDTH OF OPENING I FASTEN KING STUD 4 staples, 1"crown, 16 ga., P/4"long CONNECTO I� FOR SINGLE OR DOUBLE PORTAL TO HEADER WITH 6 GREENPORT NY 11944 DRILL&USE 1/2"DIA.x(4"MIN TENSION STRAP PER 16D SINKERS Floor ' O'D IN THIS EA GABLE END TRUSS OR -�- ,_____ (TABLE 602.106.4 EMBED)EXPANSION BOLT(OR ENDWALL HEIGHTU. bP SHEATHING)IDE 4-8d box(2'/2"X 0.113');or SIMILAR)FILL W EPDXY ; _ p 3-8d common(2'/2"X 0.1311;or BRACED WALL LINE 21 Joist to sill,top plate or girder Toe nail BOTTOM PLATE H8 CONNECTOR SECTION A-A °°^" MIN 3"x11'/,"NET HEADER STEEL HEADER PROHIBITED CONTINUOUSLY SHEATHED 3-l Od box(3"X 0.128'�;OT IF%-SPACER IS USED,PLACE ON BACK-SIDE OF HEADER ` WITH WOOD STRUCTURAL „y "X " FASTEN_ __ _ _ -H BID --C� PANELS 3-3 0.131 nails IF NEEDED,PANEL • w o COMMON OR GALVANIZED BOX NAILS IN 3"GRID SPLICE EDGES SHALL • 4 ( I i��X '� �� P ROJ ECT I N FO: = OCCUR OVER AND BE FASTEN TOP 8d box 2/ 0.113 4 o.c.toe nail PATTERN AS SHOWN PLATE TO ° x BNAILED TO CLOCKING WIOTHM THE TWO ER WITH 22 Rim joist,band joist or blocking to sill or top 8d common(2'/,"X 0.131'�;or �_��HEADER TO JACK-STUD STRAP PER TABLE-/� 58525 COUNTY R D 48 FC-7 WINDOW & DOOR OPENINGS FC-8 POST & BEAM RAKE OVERHANG OUTLOOKER R802106.40NBOTHSIDESOFOPENING MIDDLE 24"OF THE ROWS OFIBD plate(roofapplicationsalso) lOdbox 3"X0.128' or 6"o.a toe nail OPPOSITE SIDE OF SHEATHING PORTAL-LEG HEIGHT. SINKER NAILSAT ( 1+ >. ONE ROW OF 3"O.C. a 3"O C.TYP. X o = 2 NAILING IS REQUIRED 3" 0.131"nails GREENPORT, NY 11944 IN EACH PANEL EDGE. ;n . MIN.DOUBLE 2"x4"FRAMING COVERED WITH MIN. 'V 3-8d box(2'/2"X 0.113'�;OT " • MIN.lk'WOOD /ro'THICK Wool)STRUCTURAL PANEL SHEATHING " TYPICAL PORTAL n�_�, 'i STRUCTURAL 2-8d common(2'/2"X 0.131'�"OT 3"ITH O.CBIN ALL^FRAMLNGG((STUDSZED BOX NAILS AT FRAME CONSTRUCTION PANEL 23 1"X 6"subfloor or less to each joist ' Face nail BLOCKING,AND SILLS)TYP. SHEATHING j 3-IOd box(3"X 0.128'),or a• (MIN.DOUBLE 2x4 POST RAFTER HANGERS v• MIN.LENGTH OF PANEL PER TABLE R602.10 5 STINNG AND JACK ST GS PER TABS SUD) 2 staples, 1"crown, 16 ga., 1'/4"long p• UMBER OF JACK 2x6 RR:LSU26 610d NAILS @LEDGER/HDR& 5 10d x1y"@RAFTER INSMIN,TALLED PIER SECTION WITH LTS R802.7(1)8(2) (continuecij PROJECT TITLE: ( ) @ ( ) r• WALL CONSTRUCTION 2x8 RR:LSU28(10)10d NAILS @LEDGER/HDR&(5)10d z 1y"@RAFTER HURRICANE TIE SECURED W/(5) p 2"x2"x l+""PLATE WASHER 2x10 RR:LSU210(10)10d NAILS @LEDGER/HDR&(7)lCd x 1y"@RAFTER 10dx1 1/2'NAILS TO STUD &(5) '` TABLE R602.3(1)-continued KARP RESIDENCE 't't" FASTENING SCHEDULE 8d TO PLATES BLOCKING @4'-0"O.C. a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum PROJECT DESCRIPTION: RAFTER LEDGER BLOCKING " average bending yield strengths as shown:80 ksi for shank diameter of 0,192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but EXTERIOR ALTERATIONS JOIST SHALL BE LOCATED DIRECTLY OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. RAFTER JOIST HANGER OVER STUB,UNLESS TOP PLATE IS SECTION R403.1.6 b. Staples are 16 gage wire and have a minimum'/,,,-inch on diameter crown width. A A (2)FRAMING ANCHORS c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. PHASE: DESIGN TO CARRY THE LOAD APPLIED ACROSS w GABLE END TRUSS OR WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING JOINT WITH A d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. SHEATHING TO TOP OF BAND TO JOIST PER CAPACITY OF 670 LBS IN NAIL SOLE Y Y p Pp• Y• ENDWALL •w OR RIM JOIST TABLE R6023(1) THEHORIZONTALAND PLATE TO JOIST e• Spacing of fasteners not included in this table shall be based on TableR602.3(2). CONSTRUCTION (CD) •�y- _ -- - - VERTICAL DIRECTIONS ," R602T3 B;E p g f. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall The spaced 6 CHECKED BY: INCEPTION DATE: BLOCKING APPROVED BAND spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls,and 4 inches on center to gable end wall framing,. �] WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST J CG 03.14.2 023 FRAMED WALL OVER RAISED WOOD FLOOR•FRAMING ANCHOR OPTION g• Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTnvt C208. JOISTS F_ (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor DRAWN BY: CURRENT DATE: yyq sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimceter shall be ?X: WOOD STRUCTURAL PANEL NAILSOLE PLATE supported by framing members or solid blocking. JCG 07.1 1.2023 CEILING&/OR FLOOR JOIST E SHEATHING TO TOP OF BAND TO JOIST PER ATTACH SHEATHING TO NAIL SOLE " o OR RIM JOIST TABLE R602.3(1) BAND OR RIM JOIST WITH PER TABLEOIST i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the railer and tole nails from MAX.d L P'9'�'f'? BD COMMON NAILS AT 3" R602.3(1) the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. DRAWING TITLE: CEILING JOIST HANGER O C.TOP AND BOTTOM CEILING JOIST LEDGER H2 HURRICANE TIE SECURED W/ APPROVED BAND NAILING SCHEDULES FRAMED WALL 5 8d NAILED TO PLATES& 5 8d WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST ( ) ( ) SECTION A-A OVER RAISED WOOD FLOOR-OVERLAP OPTION & METAL FRAMING NAILED TO RAFTER (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) NOTE:USE(2)H8 WHEN STUD FRONT ELEVATION SECTION CONNECTORS CEILING&/OR FLOOR JOIST HANGERS &RAFTER DO NOT ALIGN NOTE:INSTALL BLOCKING AT ALL 1ST FLOOR 2x6 CJ/FJ:LUS26(4)10d NAILS @LEDGER/HDR&(4)10d@JOISTS FRAMING,2ND FLOOR FRAMING&ROOF RAFTER For SI: I inch=25.4 mm,1 foot=304.8 mm. SHEET NO: 2x8 CJ/FJ:LUS28(6)10d NAILS @LEDGER/HDR&(4)10d@JOISTS FRAMING PARALLEL TO WALL 2x10 CJ/FJ:LUS210(8)10d NAILS @LEDGER/HDR&(4)1Dd @JOISTS FIGURE R602.10.6.4 METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION FC-10 RAFTER & CEILING JOIST HANGER FC-11 CANTILEVER FLOOR JOIST & WALL FLOOR BRACING END WALL PF-1 1PORTALFRAME FRAMING NOTES FILE LOCATION: 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING.UNLESS NOTED OTHERWISE. REVISIONS: 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED NO. DATE DESCRIPTION OTHERWISE. XIST'G CMU _ �'_ 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED — OTHERWISE. 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL 2 LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. 3 _ I I 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. EXIST G 2 x6 HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH 4 - ' SIDE. D III FJ ®16" 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS OC II D 5 REMOVE EXIST% 'G WINDOW. - SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. 6 PROVIDE(2)DOWELS EA.SIDE cx -3.0 OF OPNG.FILL OPNG SOLID W/ co 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY NEW RCONC 3000PSI MIN.(TYP L CODE. 7 OF 6 OPNGS) cn wlo / XIST'G —_ _ _ = 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS 6 2 2x1 GRD - REQUIRE BY CODE. - Unfinish d Cellar _ __ I 9 xi tg \\� _ � L-r- � � � 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE _ I "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE I I� 2x6 DJ I I I RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. 016 OC I I ( REPORT ALL DISCREPANCIES TO THE ARCHITECT. I I 10xo U I 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS NYS STATE LAW: B INo I B DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. EXIST'G 2 %6 1! ' NEW FRAMED DECK ABOVE&ATOP EXIST'G FJ ®16"OC P.CONC STAIR BULKHEAD.NO CHANGE TO -3 0 I ® I I -3.0 UNAUTHORIZED ALTERATION OR GROUND OR SUB-SURFACE I w ( ADDITION TO ARCHITECTURAL I ( I PLANS OR SPECIFICATIONS NAILING & FRAMING CONNECTORS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART C I ( I I CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL 69.5.E OF TITLE 8 OF THE FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR', OFFICIAL COMPILATION, CODES, - -2xFr-$d- PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE RULES AND REGULATIONS --_®16 OC I I I "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE OF THE STATE OF NEW YORK. EXIST'G CMU _ Ft NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL EXIST'G CMU I EXIST'G � � _ LOCATIONS. REPORT ANY DISCREPANCIES WOR NOTIFY ARCHITECT ---------- LOAD(2)2x10 GRD WITH ANY ISSUES OR QUESTIONS ARCHITECT'S SEAL&SIGNATURE: I RED pA I LOAD PATH ��5�`� � _RAMy,�, 00 0o 00 I I THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD �� c� Up N p c j p PATH".ALL POST LOADS,BEAM POSTS,ETC.SHALL BE RESOLVED& , 0. c�� � CD CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL -' � ° . I * *�. 7- ® -- 5 i- DISCREPANCIES TO THE ARCHITECT, `� Exposed Liw Pier W ` I I s�k Q3805� 0 Crawl Space Foundation I FOF N,E�1 Exlst'g Exlst'g I STEEL COLUMNS •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING SHALL BE AS NOTED EXIST'G _ _ _ _� �_EXIST'G_ � �_ _ E_XIST'G _ �_EXIST'G _ � _� F •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL _ CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 (2)2x10 GRDR L (2)2xl0 GRDR - LI - �� (2)2x10 GRDR �(2)2x10 GRDR SKI) L� L� �I I� •DO NOT USE ADJUSTABLE COLUMNS �J •DO NOT USE 3"DIA COLUMNS PIPE COLUMIN WOOD POSTS x U X U X U •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTUP r No No No "� I POSTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS.UNLESS NOTED N ® (A N_ OTHERWISE. w U- w U- X x ww u- •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEA w A I A IT IS SUPPORTING. WOOD POST iI JOHN C. GRAMLICH Fr ARCHITECT EXIST'G CMU ___ ___ 248 ROUTE 25A-SUITE#3066 C EAST SETAUKET, NY 11733 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN N KARP FOUNDATIO�N �PLA�N�� 58525 COUNTY RD 48 GREENPORT, NY 11944 ALE : 1/4 = 1 - PROJECT INFO: 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 03.14.2023 DRAWN BY: CURRENT DATE: JCG 07.11 .2023 DRAWING TITLE: FOUNDATION PLAN SHEET NO: FRAMING NOTES FILE LOCATION: 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING.UNLESS NOTED OTHERWISE. REVISIONS: r----------------------------------------------------, 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED NO. DATE DESCRIPTION I I OTHERWISE. I 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED I - I 1 ,_ I ---- , OTHERWISE. r Ext. LJ@CK I I 2 _ Exist'g i r------i 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL ------------------------------- LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. 3 _ 2x8_ PERGOLA RIM _ ! ; 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. _ j� -. �� I I i HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH 4 x8 PERGgL JA QISTSIT 016 OC r � � j Pjo�"�i'-Yn LE�"•,GE L ��— I i SIDE. _ 5 I 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS T I I i SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. 6 - I I _ I i 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY 7 EXIST'G 2x8 I EXIST'G 2x8 ( i Ext. Deck CODE. RR 016"OC RR 016"OC I Exist'q i 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS X Q. T ( r------------ I REQUIRE BY CODE. NO I 1 i 9 N x EXISTG 2x6 I r---------- �• I I I 1 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE 1 CJ @16 OC I I I "LOAD PATH".ALL POST LOADS,BEAM POSTS, ETC.SHALL BE I I I .�,.o nrcnni pr�� RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. I I r----------- I cntJ PERGOLA R11 I I I I T— T - --1— i REPORT ALL DISCREPANCIES TO THE ARCHITECT. r----------- I �2IE . L1 I 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS NYS STATE LAW: co x I i -i I L 1 x8'PER 10 IA'LEDGEI R DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. --------------------------------- ----- ---- ADDITION TO ARCHIT ALTERATION URA OR 0 UNAUTHORIZED I T 57< 2x10, RR 2x10� RR PLANS OR SPECIFICATIONS @1s oc 016 oc NAILING & FRAMING CONNECTORS SEALIISAVOLATIONO PART ARCHITECT'S 5� R-MOV EXIST'G°p X i -�I E------------- -------------- -'�� CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAIL 69.5.E OF TITLE 8 OF THE xl� EXISTG 2x8 EXISTG 2x8 2x8 RR @16"OC c�= RR @16"OC I RR 016"OC a= II I FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR OFFICIAL COMPILATION, CODES, __ ____ ___________ I x 2 8 CJ I PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE RULES AND REGULATIONS 0)- J ' 'rl 6 OC "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE OF THE STATE OF NEW YORK. NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL N Ext. Deck LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT Exist'g I W WITH ANY ISSUES OR QUESTIONS Ll 18'-8" o I ARCHITECT'S SEAL&SIGNATURE: PORTAL FRAME-SEE DETAIL PF-1/S-0.2 EXIST'G 2x6 1'-6" 15'-8" CJ @16"oc , I � � � LOAD PATH RED AAc THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD e 0 " _ (2)1 j"x9j" _LVL HDR_ _ _ 2ax14 LVL_HDR _ I PATH".ALL POST LOADS,BEAM POSTS, ETC.SHALL BE RESOLVED x E [ CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL 'I i I�2x LA 'JOIS S C�I� � I � DISCREPANCIES TO THE ARCHITECT. —PER bLAI --1—L-1 1 I s,, �- y 03805; 10� I STEEL COLUMNS FOF NE`N X U 000 EXIST'G 2x8 I EXIST'G 2x8 E--_-_--- REMOVE EXIST'G___ ____ N o N o RR ®16"OC I RR @16"OC 2x8 RR �16"OC '� O co O co •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING 2x10 RR 2x10 RR ® 1- @ \ SHALL BE AS NOTED I to V) @16 OC 016 OC •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL w w I 2x8 CJ CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=�46 EXIST'G 2x6 016 OC SKI) N o \ CJ @16"OC •DO NOT USE ADJUSTABLE COLUMNS °x° •DO NOT USE 3"DIA COLUMNS NI pp PIPE COLUMN /{ r \ U NIn ___ ___ NIA N= WOOD POSTS I I I p R •ALL POSTS ARE 4x4 MINIMUM BUILT-UP SEE DETAILS FOR BUILTUP EXIST'G 2x8 _ _ _ _ i i ( I RIDGE - - I I I POSTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED OTHERWISE. •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEANF il - ,- -- ---------------- -_------- IT IS SUPPORTING. N -- ---------------- E / I I I WOOD POST 2x8 CJ JOHN C. GRAMLICH U I @16 OC ARCHITECT I � U x U � O x iD U(o i0 / 2x10 RR I 2x10 RR N N N ® N @ @16"OC 016"OC = X X -, X Q I 248 ROUTE 25A-SUITE#3066 w �' w EXIST'G 2x8 I EXIST'G 2x8 ' E- REMOVEEXIST' -- T G _--____� �� EAST SETAUKET, NY 11733 RR @16"OC I RR 016"OC 2x8 RR @16"OC NIo TEL(631)384-1752 EXIST'G 2x6 N= JCGRAMLICH@GMAIL.COM CJ @16"OC / I I CLIENT INFO: 2 2x8 2 ❑ 2X 8 JESSICA & BRYANHDR DR H ❑ o KARP co $ V'O WIND I l-BORNE DEBRIS PROTECTION v WOOD STRUCTURAL PANEL 5$525 COUNTY RD 48 GREENPORT, NY 11944 ONTINUOUS 2x4 TRIM SPACING G SCREW @ 18"O.C.MIN. 48 15/32 PLYWOOD MIN. r N PROJECT INFO: WINDOW GLASS MULTIPLE SECTION 58525 COUNTY ORIZONTAL&VERTICAL ASSEMBLY 1/4"THICK 1ST F L R C L G & ROOF FRAMING PLAN GREEN ORT NYYD 1944 2x4 STIFFENERS BOLTS @ 24"O.C. ILL 1 SCALE : 1/4" = 1' - 0" I I STUD WALL PROJECT TITLE: N.T.S. KARP RESIDENCE FOR PANEL SPANS: 4'-0"OR WIDER SPAN PROJECT DESCRIPTION: EXTERIOR ALTERATIONS NOTES PHASE: • PROVIDE PANELS AT ALL WINDOW&DOORS.ALL PANELS SHALL BE PREFABRICATED, NUMBERED,AND STORED FOR USE WHEN NEEDED. • 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND CONSTRUCTION (CD) OPENINGS 4")• 2x4 STRONG-BACKS @ 24"O.C. CHECKED BY: INCEPTION DATE: ASSEMBLY JCG 03.14,2023 • PREASSEMBLE PLYWOOD TO 2x4'S W/#10x3"(W/WASHERS)GALVANIZED OR STAINLESS STEEL WOOD SCREWS @ 12"O.C. DRAWN BY: CURRENT DATE: • ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/#10x3"(W/WASHERS) JCG 07.11 .2023 GALVANIZED OR STAINLESS STEEL WOOD SCREWS @ 16"O.C. • ALTERNATE FASTENER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BUILDING W/#10x1-1/2"(W/WASHERS)MACHINE BOLT @ 12"O.C. DRAWING TITLE: WP-1 I WIND BORNE DEBRIS PANELS FRAMING PLAN SHEET NO: WALL TYPE LEGEND DRAWING INDEX FILE LOCATION: E CV-1 COVER SHEET r '�, yDESCRIPTION SYMBOLKEY a NEW INTERIOR PARTITIONS GN-1 GENERAL NOTES, SPECS,&BUIDLING CODE NX rd .b �as> �. r ° :n. REFER TO WALL CONSTRUCTION REVISIONS: a 3 CHARTCC-1 ENERGY& CODE COMPLIANCE NEW EXTERIOR WALLSCONSTRUCTION PLANS „ .3 NO. DATE DESCRIPTION REFER TO WALL CONSTRUCTION D-1.1 1ST FLR DEMOLITION PLAN-MAIN HOUSE 03.28.2024 ADD SKYPLANE LINE CHART 1ST FLR&BASEMENT DEMOLITION PLANS-COTTAGE REFER TO SECTIONS&PLANS FOR 2 - GREEIADDITIONAL MATERIALS A-1.1 1ST FLR CONSTRUCTION PLAN-MAIN HOUSE 1ST FLR&BASEMENT CONSTRUCTION PLANS-COTTAGE 3 58525 A-1.2 ROOF PLAN 4 NEW POURED CONCRETE WALL REFER TO PLAN FOR THICKNESS. 5 - REFER TO GENERAL NOTES FOR 4 a EXTERIOR ELEVATIONS EX I LRIOR ALTErr"k*" A�l ION6'""h' MATERIAL SPECIFICS 6 _ A-2.0 EXTERIOR ELEVATIONS — A-2.1 EXTERIOR ELEVATIONS 7 NEW CONCRETE MASONRY UNIT(CMU) WALL $ - REFER TO PLAN FOR THICKNESS. REFER TO GENERAL NOTES FOR s� BUILDING SECTIONS-WALL SECTIONS-DETAILS 9 MATERIAL SPECIFICS A-3.0 BUILDING SECTIONS&DETAILS EXISTING WALLS EXISTING FRAMED WALLS TO REMAIN. STRUCTURE-FRAMING COORDINATE FINISHES ACCORDING TO WORK SCOPE NYS STATE LAW: -- S-0.1 STRUCTURAL NOTES S-0.2 NAILING&CONNECTORS SCHEDULE _ UNAUTHORIZED ALTERATION OR �'ee NEW OPENING IN EXISTING WALLS S 1.0 FOUNDATION PLAN C ADDITION TO ARCHITECTURAL EXISTING TO REMAIN WITH NEW OPNG PLANS OR SPECIFICATIONS ADDED. REFER TO STRUCTURAL PLANS S 1.1 FRAMING PLAN ! BEARING A LICENSED ARCHITECT'S &SECTIONS FOR ADDTL INFO. SEAL IS A VIOLATION OF PART APR )J /-i ) 69.5.B OF TITLE 8 OF THE OFFIC/ \ # RULES I ANDAL OREGULATOIONSODES, ;t DEMOLITION i-, SALL HALL &SYSTEMS BEING REMOVED OF THE STATE OF NEW YORK. BE COMPLETED IN A MANNER <` II WHICH COORDINATES WITH THE INTENT ----------- OF NEW CONSTRUCTION _ ..........._."..,,,...,,_",...., ., ,".".."..._"....._....... .._ ;, I €; ARCHITECT'S SEAL& SIGNATURE: { 3 , I r I' I, `, ATTIC ACCESS PANEL r �� _."..."..".. ............_. ,...,.,.,._.,..,....._._..........,,,_,,..,......__,. __......_..._.. .,... .,.._._...,..... __._..._.._..,. ,. _._ _.."_ .___ ,." _-. -__ __"____ _......,_. .___". �_._ _ ._"- II ;? I, 22"x30"CLEAR OPENING REFER TO I1< d ...,,. „_"_. ,.._.___............." ... .. .... .,....,_. ...,. _..._._..".........,__...,.,,..,._........,.._.. ..,.......,..... _.. , _,......, .._ . , ( '. � i _.. ....,.,_,....,.... .._.,..." .., "_.___._.....__.._,........_,__ ,.___._, _.,.__......._._._.__.......__.","...,.".. I { + �� SECTION R807 OF NYS RESIDENTIAL CODE L_ , , I EXHAUST FAN - --~ -- ----- " 303 3 OF NYS _. _",.._".,_._., ,.._.., ., ......__.._.._._._...."."..._...m..._,_._, _ CODE, �I � „ {, �� REFER TO SECTION R � �I� � I if RESIDENTIAL CO � �j• �3805'1 Q' r it �i li , , ; - 'sr ;! SMOKE DETECTOR C�NEB { { { l II I, I REFER TO CODE COMPLIANCE NOTES { I SD ON SHEET CG 1 CARBON MONOXIDE DETECTOR I REFER TO CODE COMPLIANCE NOTES oa.,�, ON SHEET CC-1 i WINDOW DESIGNATION ,.: .+ •; REFER TO PLANS&SCHEDULES y , DOOR DESIGNATION ., REFER TO PLANS&SCHEDULES D'f 0 ABBREVIATIONS . . 10 ROOM NAME& NUMBER Room Nar n F` ` ' �� " . t O5 1G1 A.B. ANCHOR BOLT LNDG LANDING6748 r_INr'1 AFF ABOVE FINISHED FLOOR LVL LAMINATED STRAND LUMBER(TLE j' ) WALL TYPE DESIGNATION /; AVG AVERAGE j.+ --- M.B. MOISTURE BARRIER '" x 1�Z'tAl - - - -w BD BOARD MFG MANUFACTURER DETAIL&/OR ELEVATION D2 B O. BOTTOM OF ML MICROLAM DESIGNATION 6 ` .y9fJXPC.x w 4 A2 8SMT BASEMENT M.O. MASONRY OPENING JOHN C. GRAMLICH ' 4 HIGH WATER ' .. . • CONC. Q ARCHITECT GJ CONTROL JOINT NIC NOT IN CONTRACT woo- • _ CJ CEILING JOIST BULKHEAD WINDOWS I::ONC CONCRETE O.C. ON CENTER 248 ROUTE 25A-SUITE#3066 • . .�"' ' 4 CT COLLAR TIE EAST SETAUKET, NY 11733 F It=J �. WINDOWS AS MFG BY: DH3'Ox5'0 PL HT PLATE HEIGHT TEL (631)384-1752 GRA�,II_ J M ANDERSEN 400 SERIES OR EQUAL " DBL DOUBLE PSL PARELLEL STRAND LUMBER JCGRAMLICH@GMAIL.COM `\ Z) uj ��•J TYP.WINDOW DJ DECK JOIST WINDOWS ARE TO CONFORM WITH: RJ ROOF JOIST REMOVE STAIR— m V- DWG DRAWING SECTION R303 FOR LIGHT VENTILATION CLIENT INFO: 20.3 (s1 SF) 0 SECTION R308 FOR GLAZING SPECIFICATIONS R.O. ROUGH OPENING EJ EXPANSION JOINT RR ROOF RAFTER JESSICA & BRYAN • «j UNITS LABELLED AS"EGRESS"MUST MEET OR EXCEED: EL ELEVATION KARP O WOOD DECK 1 2.0 UCa SECTION R310 FOR EMERGENCY ESCAPE& RESCUE EXIST'G EXISTING SIM SIMILAR INCLUDING: F- O EXT EXTERIOR 58525 COUNTY RD 48 •0 FRA. WOOD (n ,,� CLEAR OPEN AREA OF 5.7 sq-ft T.O. TOP OF GREENPORT, NY 11944 i� '// ` STORAGE N CLEAR OPEN WIDTH OF 20"&HEIGHT OF 24" DECK Cp F.F. FINISH FLOOR TYP TYPICAL 'f'1`•�t / WINDOW DESIGNATION EXAMPLES: FLR FLOOR DH=DOUBLE HUNG C=CASEMENT P=PICTURE A=AWNING FJ FLOOR JOIST UN UNLESS NOTED ' / J _ _ EX: DH3'Ox5'0= DOUBLE HUNG UNIT T-0"WIDE x 5'0"HIGH FND FOUNDATION =c 1 STY. N ¢ 22 O' �; �>' ` ` `� �� FTG FOOTING V.B. VAPOR BARRIER PROJECT INFO: f FRA. COTT. o -REMOVE STAIR 2•3 VERT VERTICAL N (9 SF) ts7 GATE PROP. 5 META FE. GLAM GLULAM VIF VERIFY IN FIELD 58525 COUNTY RD 48 o °0 DOORS GREENPORT, NY 11944 �My 10.0' WOOD DECK f' TANK (�`\ V HDR HEADER WD WOOD 20.3 / cp - ,� .f,— 1 6 9' EXTERIOR FULL GLASS DOORS AS MFG BY: HORIZ HORIZONTAL w ANDERSEN 400 SERIES OR EQUAL o� LOCATION MAP ` ` r �6' `, CK LEVEL WITH DRIVEWA ,//,P'///////f��;36•� ' � � ,*ff °, ('� EXTERIOR SOLID&HALF GLASS DOOR AS MFG BY: ( INT INTERIOR �'•! CO D DIRECTLY OVER EXIST'G WOOD LL_ V J AS SELECTED BY OWNER EXT. D OCR PROJECT TITLE: CO I (55 SF) NO CHANGE IN LOT PLAT. '-�' o & ZO N N G & P 4 i+rn O E•.+ COVERAGE �� � 4 DOORS LABELLED AS"EGRESS": CODE PROJECT DATA KARP RESIDENCE CONC. DRIVEWAY � r1oco w � C MUST MEET OR EXCEED ALL EMERGENCY ESCAPE Q U �r TOWN TOWN OF SOUTHOLD PROJECT DESCRIPTION: u-,f,t J,qYr y✓w 5.ti �`Z` ,f,. STY. f �('� RESCUE OPENING CODE AS WINDOWS(R310) �\ l REMOVE STAIR. � � �✓ ( � ZONE EXTERIOR ALTERATIONS (20 SF) ,,� --� !� DOOR DESIGNATION EXAMPLE: �`� ; FR• RES• = 3'Ox6'8=3'-O"WIDE x 6'-8"HIGH 'NT. DOOR TAX MAP NUMBER PHASE: #58525 OCCUPANCY RESIDENTIAL-SINGLE FAMILY CONSTRUCTION (CD) ihtst �'1 `��/ �✓ FEMA N/A BUILDING AREA CALCULATIONS CHECKED BY: INCEPTION DATE: / '; Q r CONSTRUCTION TYPE 5B JCG 03.14.2023 48 4 ,� , F��f�f FE• DESCRIPTION EXIST'G NEW TOTAL • 0•7 W ENERGY CODE 2020 ENERGY CONSERVATION DRAWN BY: CURRENT DATE: FIRST FLOOR HOUSE 1,321 SF 0 SF 1,321 SF CONSTRUCTION OF NYS CODE FIRST FLOOR COTTAGE 406 SF 0 SF 406 SF— REFER TO H.E.R.S. RATER DATA JCG 12.12.2023 s PLANTER 1 • ' TOTAL LIVING AREA 1,727 SF BUILDING CODE 2020 NYS RESIDENTIAL BLDG CODE GATE ___=__ DRAWING TITLE: n HOUSE REAR DECK 1 &2 472 SF 0 SF 472 SF EXISTING BUILDING CODE 2020 EXISTING BUILDING COVER , HOUSE EAST SIDE STAIR 20 SF -20 SF O SF CODE OF NYS WOOD WALL ADDITIONAL REFER TO UTI L. CTG DECK OVER CONC STAIR 55 SF 0 SF 55 SF GENERAL NOTES& DESIGN CRITERIA SHEETS FOR POLE 70036120 " ' COTTAGE REAR DECK 164 SF 0 SF ` 16� SF NOTSCHES, SPECS, S, CLIMATIC DATA, — SHEET NO: * 1�..J PERMITS& FILING ALL TRADES SHALL FILE FOR SITE PLAN PERMITS, PAY ALL FEES,& PROVIDE ALL NECESSARY SCALE : 1++ - 1 0' - 0�� DOCUMENTS AS REQ'D BY THE & -� LOCAL JURISDICTION GENERAL NOTES & SPECIFICATIONS FILE LOCATION: 01 GENERAL NOTES 02 SITE WORK 05 METALS 09 FINISHES BUILDING PLANNING & CODE GENERAL 1. CONTRACTOR SHALL CLEAR&GRUB THE ENTIRE AREA AS REQUIRED TO FACILITATE THE 1. STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED WITH ONE 1. INSTALL AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURERS SECTION R302 REVISIONS: CONSTRUCTION PROCESS. REMOVE ALL BRANCHES, STUMPS, ROOTS, ETC.&DISPOSE OF OFF SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS TO BE TOUCHED UP SPECIFICATIONS. FIRE-RESISTANT CONSTRUCTION NO. DATE DESCRIPTION .WHERE THE PAINT FINISH HAS BEEN DAMAGED STRUCTURAL STEEL 1, ALL WORK SHALL CONFORM TO ALL NATIONAL,STATE,AND LOCAL CODES AND AUTHORITIES SITE. 2. PROVIDE CONTINUOUS 6 MIL VAPOR BARRIER AROUND SHOWER ENCLOSURE. R302.12 Draftstopping. In combustible construction where there is usable space both above and HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SURFACES IN CONTACT WITH CONCRETE SHALL NOT BE PAINTED. IN LIEU OF below the concealed space of afloor-ceiling assembly,draftstops shall be installed so that the area ADD SKYPLANE LINE 1.1. BUILDING CODE OF NEW YORK 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUB-SURFACE UTILITIES&TAKE PAINTING, THE CONTRACTOR IS TO PROVIDE FOR THE GALVANIZING OF ALL of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 03.28.2024 1.2. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. HAND DIG/EXCAVATE AS REQD. 3. METAL TRIM,ACCESSORIES, INCLUDING CORNER BEADS,CASING BEADS,AND EDGE 1.3. FIRE CODE OF NEW YORK STATE EXPOSED STEEL. space into approximately equal areas.Where the assembly is enclosed by n floor membrane above - NOTIFY PROPER AUTHORITIES, INSPECTORS,AS REQUIRED BY LOCAL&STATE CODE. TRIM,SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED ON DRAWINGS. and a ceiling membrane below,draftstopping shall be provided in floor-ceiling assemblies under the 2 1.4. FUEL GAS CODE OF NEW YORK STATE FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING, 1.5. MECHANICAL CODE OF NEW YORK STATE 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED 12"IN DEPTH.COMPACTION 2. STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PRIMED AND PAINTED following circumstances: SHALL BE CADIUM PLATED OR EQUAL RUST PROOF TREATED. 1. Ceiling is suspended under the floor framing. 1.6. PLUMBING CODE OF NEW YORK STATE SHALL BE AT A MINIMUM OF 95%OF THE MODIFIED PROCTOR DENSITY AND AT OPTIMUM WITH TOP COATS WITH AN APPROVED PAINT SYSTEM. 3 0 2. Floor framing is constructed of truss-type open-web or perforated members. 1.7. PROPERTY MAINTENANCE CODE OF NEW YORK STATE MOISTURE CONTENT.THE MATERIAL SHALL CONTAIN LESS THAN 12/o PASSING THE#200 SIEVE. 4. TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR 1.8. RESIDENTIAL CODE OF NEW YORK STATE 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL ATTACHMENT TO METAL FURRING CHANNELS. q - 1.9. COUNTY DEPARTMENT OF HEALTH SERVICES CODE 4. CONTRACTOR SHALL STRIP&STOCKPILE ALL TOPSOIL LOCATED WITHIN THE CONSTRUCTION WORK. SHOP DRAWINGS MUST BE APPROVEC BY THE ARCHITECT PRIOR TO SECTION R303 AREA LIMITS. FABRICATION OR CONSTRUCTION. 5. CONTRACTOR TO SUPPLY ALL LABOR AND MATERIALS FOR A COMPLETE MUD LIGHT,VENTILATION AND HEATING R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 5 1.10. LOCAL ZONING&BUILDING CODE - INSTALLATION ON ALL TILE FLOORS. UNLESS OTHERWISE NOTED ON DRAWINGS percent of the floor area of such rooms. Natural ventilation shall be throu h windows,skylights, doors, 2. THE CONSTRUCTION DRAWINGS GENERALLY INDICATE THE SCOPE AND QUALITY OF THE 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EXXSTING g - WORK, BUT ARE NOT PRESENTED AS BEING ABSOLUTE,ALL INCLUSIVE,OR FREE FROM STRUCTURE, FOOTING&/OR FOUNDATIONS DURING EXCAVATION&! BACKFILLING.ANY 6. PROVIDE ALL MATERIAL AND LABOR FOR ALL INTERIOR AND EXTERIOR PAINTING, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready TOR access or shall otherwise be readily controllable by the building occupants.The openable area to the ERRORS OR OMISSIONS. ANY AND ALL WORK AND ANY AND ALL MATERIALS NOT SPECIFICALLY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA UNDERPINNING VARNISHING,STAINING, SHELLACKING AND OILING, ETC.,OF WOODWORK.PREPARE �E LISTED IN THE CONSTRUCTION DOCUMENTS THAT ARE REQUIRED OR CAN REASONABLY OR &SIMILAR PROCESSES AT THAT CONTRACTORS EXPENSE. O6 WOODS & PLASTICS ALL SURFACES;CLEAN,CAULK,SANDPAPER, ETC.,PRIOR TO PAINTING. PROVIDE outdoors shall be not less than 4 percent of the floor area being ventilated. - NORMALLY BE INTERPRETED OR INFERRED,THEREFORE, SHALL BE FURNISHED AND INSTALLED PROTECTION(DROP CLOTHS, PLASTIC SHEETS)AND CLEAN ALL SPOTS CAUSED BY R303.8 Exterior stairway illumination. Exterior stairways p g BY THE CONTRACTOR AS PART OF THE PROJECT SCOPE. 6. ALL SOILS SHALL BE TESTED FOR PROPER BEARING CAPACITIES AS REQUIRED BY LOCAL& 1. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO Y ys shall be provided with an artificial light - THE WORK.COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT&OWNER. source located at the to landing of the stairwa y providing THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE LUMBER AND STEEL P 9 y. Exterior stairways rovidin access to a basement STATE CODES.ALL SOIL SHALL MAINTAIN THE MINIMUM VALUE BEARING CAPACITY AS STATED CONTRACTOR TO SUPPLY SAMPLES FOR APPROVAL. FASTENINGS INCLUDING SUPPLEMENT N0.1 from the outdoor grade level shall be provided with an artificial light source located at the bottom 9 3. DRAWINGS ARE THE PROPERTY OF JOHN C.GRAMLICH,ARCHITECT AND SHALL NOT BE AND WHERE REQUIRED INCLUSIVE OF BUT NOT LIMITED TO: SPREAD FOOTINGS, FOUNDATION (INCLUDING) ) landing of the stairway. g REPRODUCED WITH OUT THE PERMISSION OF JOHN C. GRAMLICH,ARCHITECT. WALL FOOTINGS, PIER FOOTIINGS,&POST FOOTINGS. 2, ALL LUMBER SHALL BE GRADE AS STATED, MARKED AT MILL AND SHALL BE 7. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACKAGING AND MIXED SURFACE DRY. ON-SITE. BACK PAINT ALL EXTERIOR WOOD TRIM. 2K-_-_ - I SECTION R304 MINIMUM ROOM AREAS 8. EXTERIOR WOODWORK TO BE PRIMED COMPLETELY, PRIOR TO INSTALLATION. NO R304.1 Minimum area.Habitable rooms shall have a floor area of not less than 70 square feet. 4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 3 ROOF SHEATHING-1/2"CDX, MAXIMUM SPAN 16"O.C. USE SOLID SHEATHING AT EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS BELOW 50 DEGREES Exception: Kitchens. .O3 CONCRETE ALL EAVES AND VALLEYS. FAHENHEIT, UNLESS PRIOR APPROVAL IS GRANTED. NYS STATE LAW: R304.2 Minimum dimensions.Habitable rooms shall be not less than 7 feet in any horizontal OWNER 1. ELEVATION OF FOOTING BOTTOMS BELOW GRADE SHALL NOT BE LESS THAN REQUIRED BY THE 4. SUB FLOOR TO BE 3/4"THICK T&G C-D INT-AAA WITH EXTERIOR GLUE. MAXIMUM dimension. LOCAL JURISDICTION AND AS STATED WITHIN THE CLIMATIC DESIGN CHART.SOIL SHALL BE 9. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN PAINTED. 5. THE OWNER IS RESPONSIBLE TO HIRE A GENERAL CONTRACTOR EXPERIENCED IN THE SPAN 24"O.C. FASTEN WITH CONSTRUCTION ADHESIVE AND WOOD SCREWS. UNAUTHORIZED ALTERATION OR SUPERVISORY WORK REQUIRED TO COMPLETE THIS PROJECT. DAY TO DAY PROFESSIONAL WELL DRAINED, PUMP AS REQUIRED. 10. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. SECTION R30HEIGHT ADDITION TO ARCHITECTURAL 5. WALL SHEATHING TO BE 1/2"THICK CDX INT-AAA WITH MAX.SPAN 24"O.C. UNLESS CEILING HEIGHT SUPERVISION IS REQUIRED FOR THE COMPLETION OF THIS PROJECT. IF ERROR OR OMISSIONS o PLANS OR SPECIFICATIONS OCCUR DUE TO THE ABSENCE OF QUALIFIED DIRECT SUPERVISION THEN THE OWNER SHALL BE 2. ALL CONCRETE TO BE 1:2:3 MIX(MAX. RATIO 66/o CU. FT.WATER/CU. FT.CEMENT),3000 LB. OTHERWISE NOTED ON DRAWINGS. R305.1 Minimum height.Habitable space, hallways and portions of basements containing these CONCRETE MIN. @ 28 DAY COMPRESSIVE STRESS(UNLESS INDICATED OTHERWISE ON PLANS). spaces shall have a ceiling height of not less than 7 feet. Bathrooms,toilet rooms and laundry rooms BEARING A LICENSED ARCHITECT'S RESPONSIBLE FOR ALL CORRECTIONS. FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISH ADJACENT GRADE. PORCHES, 6. CONTRACTOR TO VERIFY THAT BEAMS,JOISTS AND HEADERS,ARE APPLIED shall have a ceiling height of not less than 6 feet 8 inches. SEAL IS A VIOLATION OF PART CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SLABS TO HAVE "CROWN UP". Exceptions: 69.5.E OF TITLE 8 OF THE 6. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR 15 PLUMBING & MECHANICAL APPROVAL., PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE A MIN.SPECIFIED COMPRESSIVE STRENGTH OF 3,500 PSI (SEE TABLE R402.2) 1. For rooms with sloped ceilings, the required floor area of the room shall have a ceiling height of OFFICIAL COMPILATION, CODES, 7. NO JOIST SHALL BE CUT OR NOTCHED WITH OUT PRIOR APPROVAL. not less than 5 feet and not less than 50 percent of the required floor area shall have a ceiling TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH PLUMBING RULES AND REGULATIONS THE GENERAL CONTRACT. 3. CONCRETE TO BE READY MIXED,AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES height of not less than 7 feet. OF THE STATE OF NEW YORK. 2. The ceiling height above bathroom and toilet room fixtures shall be such that the fixture is FAHRENHEIT. 8. FIRESTOP ALL CONCEALED SPACES TO CODE 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE capable of being used for its intended purpose.A shower or tub equipped with a showerhead 7. THE OWNER SHALL BE RESPONSIBLE FOR PURCHASING AND MAINTAINING HIS OWN LIABILITY 4. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN 4'-0"FROM ANY PIER 9. ALL WOOD IN CONTACT WITH GROUND,CONCRETE,OR MASONRY TO BE AND FAUCET LOCATIONS AS PER PLANS AND CODES. PROVIDE PROPER VENTING,TO shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 INSURANCE AND,AT HIS OPTION, MAY MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM CODE. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL AGAINST CLAIMS WHICH MAY ARISE FROM OPERATION UNDER THE CONTRACT. AND A MAXIMUM OF 50'-0"APART. REINFORCEMENT SHALL BE CONTINUOUS THROUGH WOLMANIZED OR PRESSURE TREATED. FINISH. inches by 30 inches at the showerhead. ARCHITECT'S SEAL & SIGNATURE: CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. 3. Beams,girders, ducts or other obstructions in basements containing habitable space shall be 10. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND permitted to project to within 6 feet 4 inches of the finished floor. 8. SOIL BEARING CAPACITY SHALL BE DETERMINED BY WAY OF A TEST HOLE ANALYSIS MECHANICAL 5. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD(MAXIMUM WIDTH 20'X PROVIDE DOUBLE HEADER JOISTS ABOVE ALL OPENINGS. PERFORMED BY A LICENSED SOIL ENGINEER IN ORDER TO DETERMINE THE TYPE&BEARING FIE©A)t INFINITE LENGTH). WITH CONTROL JOINTS(SAW CUT)MAXIMUM 20'-0"O.C.). SECTION R308 �(�G C,y CAPACITY OF THE SOIL. REFER TO"DESIGN CRITERIA"FOR ASSUMED BEARING CAPACITY 2. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL GLAZING .�- c �A,y 11. RAFTER HEEL CUTS SHALL NOT EXCEED 4". WHERE JOISTS ARE NOTCHED TO WHEN NO SOIL BORING TEST HAS BEEN PROVIDED. 6. CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF HEADERS SO AS TO REDUCE BEAM DEPTH, USE BRIDAL IRONS OR METAL PARTS AND LABOR,AND FOR FIVE YEAR ON COMPRESSOR. R308.4 Hazardous locations.The locations specified in Sections R308.4.1 through R308.4.7 shall �� 'Q'r �, PLACEMENT. CONNECTORS. be considered to be specific hazardous locations for the purposes of glazing. CONTRACTOR 3. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS, MANUFACTURERS PRINTED R308.4.1 Glazing in doors.Glazing in fixed and operable panels of swinging, sliding and bifold 12. ALL JOISTS SHALL HAVE VW"WOOD CROSS BRIDGING OR SOLID BLOCKING SPACED LITERATURE, CUTS, BROCHURES, CATALOGUES AND PERFORMANCE TABLES TO BE * f 7. CONTINUOUS CONCRETE FOOTINGS ARE REQUIRED UNDER ALL FOUNDATION WALLS UNLESS doors shall be considered to be a hazardous location. -„„, 9. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PROIR TO JOB START. R308.4.2 Glazing adjacent to doors.Glazing in an individual fixed or operable panel adjacent to a CONDITIONS AT THE SITE. NOTED OTHERWISE.STEPPED FOOTINGS SHALL MAINTAIN A MAXIMUM SLOPE OF ONE @ 8'-0"O.C. MAXIMUM. UNLESS OTHERWISE DIRECTED. t VERTICAL TO TWO HORIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS, INCLUDING door shall be considered to be a hazardous location where the bottom exposed edge of the glazing is, 10. THE GENERAL CONTRACTOR IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL VERIFY BOTTOM OF EXISTING FOOTINGS. UNEQUAL BEARING IS NOT PERMITTED. 4. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. less than 60 inches above the floor or walking surface and it meets either of the following conditions: ;X 03,gp51 . ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 1. Where the glazing is within 24 inches(610 mm)of either side of the door in the plane of the door Q0r 8. ALL CONCRETE SHALL CONFORM TO ACI 301-96.ALL REINFORCEMENT OTHER THAN MESH 07 THERMAL & MOISTURE PROTECTION in a closed position. NE THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE SHALL BE DEFORMED TYPE INTERMEDIATE GRADE BILLET.WELDED WIRE FABRIC SHALL 5, PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE 2. Where the glazing is on a wall less than 180 degrees(3.14 rad)from the plane of the door in a RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR CONFORM TO ASTM A-185.TEMPERATURE REINFORCEMENTS, SPLICES,SUPPORTS FOR 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS WEATHERTIGHT. PROVIDE ALL ROOF AND WALL FLASHING, CAULKING AND SEALANT. closed position and within 24 inches(610 mm)of the hinge side of an in-swinging door. HIDDEN JOB CONDITIONS. REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI-318, 1999 CONTINUOUS MANUFACTURER SUGGESTS&FOR 15YEARS MINIMUM, METAL FLASHING FOR 5 R308.4.3 Glazing in windows.Glazing in an individual fixed or operable panel that meets all of the REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED YEARS. 6. HEATING TO BE DESIGNED TO PROVIDE 70°F WITH OUTDOOR DESIGNED AIR following conditions shall be considered to be a hazardous location: . AT NON-CONTINUOUS ENDS. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH TEMPERATURE OF 0°F AND A 15 MPH WIND 1. The exposed area of an individual pane is larger than 9 square feet(0.836 m2). 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER, UPON SUBSTANTIAL COMPLETION OF THE 315-74. PROVIDE TWO#6 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS 2. A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE 2. The bottom edge of the glazing is less than 18 inches(457 mm)above the floor. . WORK,A WRITTEN GUARANTEE TO COVER A PERIOD OF TWO YEARS FROM THE DATE OF 7. AIR CONDITIONING SYSTEM TO BE SELF CONTAINED AND DESIGNED AS FOLLOWS: ,», SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. OTHERWISE NOTED. EXTEND BARS 2'-0"BEYOND OPENINGS, HOOK ENDS. AND PAYMENT. 3. The top edge of the glazing is more than 36 inches(914 mm)above the floor. 7.1. OUTDOOR DESIGN TEMPERATURES SHALL BE BASED ON THE CURRENT 4. One or more walking surfaces are within 36 inches(914 mm), measured horizontally and in a 1 f ,�X'y►'y~Kl A.S.H.R.A.E.TEMPERATURES AT 2-1/2%FREQUENCY. 9. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES. 3. FLASHING TO BE ALUMINUM,COPPER OR, LEAD CCU^,TED COPPER, 16 GUAGE TO BE straight line,of the glazing. t a 12. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL OPENINGS SHALL BE PLACED SO THAT STRENGTH OF STRUCTURAL MEMBERS IS NOT LAPPED AND SOLDERED ACCORDING TO BEST PRACTICES. 7.2. INDOOR DESIGN SHALL BE BASED 78°D.B.AND 50%R.H. FOR SUMMER AND 73° MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE RESPONSIBLE FOR THE FOR WINTER. ^.:11 i ', - CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR AFC ECTED. CONSIDERATION AND DIRECTION. 4. GUTTERS AND LEADERS TO BE SEAMLESS ALUMINIUM, COLOR PER SPECIFICATIONS. SECTION rR� 0 t . PITCH TO LEADERS. CONNECT TO SITE DRAINAGE AS DETAILED. EMERGENCY ESCAPE AND RESCUE OPENINGS ,,.',r 13. ALL BUILDING LINES, ELEVATIONS AND GRADES SHALL BESET BY A LICENSED LAND R310.1 Emergency escape and rescue opening required. Basements, habitable attics and every ? 04 MASONRY 5. COLOR SAMPLES OF SIDING AND TRIM SHALL BE S-'BMITTED TO OWNER FOR 16 ELECTRICAL sleeping room shall have not less than one operable emergency escape and rescue opening.Where SURVEYOR. APPROVAL. basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be «7 °`1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM 1. THE ELECTRICIAN IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL MAKE required in each sleeping room. Emergency escape and rescue openings shall open directly into a 14. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OF STANDARD C-90 GRADE N UNITS. 6. BATT INSULATION TO BE KRAFT,OR FOIL FACED FIf3ERGLASS BLANKETS OR AS PROVISIONS FOR ALL ELECTRICAL WORK INCLUDING: SWITCHING, POWER public way, or to a yard or court that opens to a public way. 3v: - EQUIPMENT AND SHALL ROUTINELY KEEP THE PREMISES AND SURRROUNDING AREA FREE +I�. rp UX INDICATED ON DRAWINGS. SPRAY FOAM TYPE INSULATION SHALL BE AS INIDICATED. REQUIREMENTS, SERVICE REQUIREMENTS, HEATING VENTILATING AND AIR Exceptions: C I. .. k FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH. AT THE END OF EACH DAYS WORK 2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALL ABOVE AND BELOW CONDITIONING WIRING, ETC., SO AS TO MAKE THE PREMISES OPERATIONAL FOR 1. Storm shelKis and basements used onlyto house mechanical equipment not exceeding a total HE SHALL LEAVE THE SITE IN AS ORDERLY A CONDITION AS POSSIBLE. 9 {Ym GRADE. 7. ALL INSULATION SHALL BE CUT TO FIT SNUGLY BUT WITHOUT COMPACTION BETWEEN THE OWNER AND MEET ALL PROVISIONS OF ALL PREVAILING ELECTRICAL CODES floor area�,f 200 square feet. ALL EXTERIOR FRAMING MEMBERS AS INDICATED ON DRAWINGS AND SHALL BE AND THE REQUIREMENTS OF THE NEW YORK STATE BOARD OF FIRE (Refer to additional notes&details within this drawing set) - ---------- 15. THE CONTRACTOR SHALL PROTECT ALL ADJACENT OR AFFECTED AREAS TO REMAIN FROM 3. ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED SOLID WITH CONCRETE. TACKED SECURELY IN PLACE, IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE UNDERWRITERS. A N.Y.S.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE BOTH CONSTRUCTION DAMAGE AND/OR WEATHER PENETRATION. MANUFACTURER. ALL TEARS AND PENETRATIONSTO THE VAPOR BARRIER SHALL BE OWNER AT THE COMPLETION OF THE JOB. SECTION R311 JOHN C. GRAMLICH 4. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'-0"O.C. MAXIMUM USING CAREFULLY PATCHED AND SEALED PRIOR TO INSTALLATION OF FINISHHED MEANS OF EGRESS ARCHITECT 16. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTABLE PREMOULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ON DRAWINGS.ALL SURFACES. 2. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. R311.1 Means of egress. Dwellings shall be provided with a means of egress in accordance with AND RECOMMENDED PRACTICE OF THE TRADE. BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE this section.The means of egress shall provide a continuous and unobstructed path of vertical and TRUSS TYPE(9)GAUGE)AND PLACED 1'-4"O.C.VERTICALLY,WIDTH AS RECOMMENDED BY 8. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF 3. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. horizontal egress travel from all portions of the dwelling to the required egress door without requiring 248 ROUTE 25A-SUITE#3066 17. CONTRACTOR IS RESPONSIBLEIFORRLL MEANS AND METHODS OF CONSTRUCTION. MANUFACTURER. INSULATION AT PLATE LINES,SILL AND CORNERS. travel through a garage.The required egress door shall open directly into a public way or to a yard or EAST SETAUKET, NY 11733 18. THE CONTRACTOR SHALL BE LICENSED&INSURED IN ACCORDANCE WITH ALL LOCAL&STATE 4. ALL ELECTRICAL WIRING, FIXTURES,OUTLETS, SWITCHES,AND EQUIPMENT TO BE court that opens to a public way. 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT, NO 9. ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES SHALL BE PROPERLY GROUNDED. TEL (631)384-1752 AGENCIES HAVING JURISDICTION&AS RELEVANT TO THE ACTS OR WORK PERFORMED. CINDER BLOCK PERMITTED.BLOCK TO BE CLEAN AND PLUMB. THERE SHALL BE NO INSTALLED WITH AN AIR SPACE CLEARANCE OF 31NCH MINIMUM,OR AS PER THE R311.2 Egress door.Not less than one egress door shall be provided for each dwelling unit. The JCGRAMLICH@GMAIL.COM DIMENSIONAL VARIATION IN EXCESS OF 1/4". USE TYPE M CEMENT MORTAR,ALL MEASURED ALLOWANCES AS SPECIFIED BY THE LIGHTING FIXTURE MANUFACTURER BASED UPON 5. SUBMIT LAYOUT DRAWINGS, MANUFACTURERS LITERATURE,CUTS AND SPECS. egress door shall be side-hinged,and shall provide a clear width of not less than 32 inches where 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF ALL BY VOLUME PER ASTM C270-73. U.L.RATINGS AND APPROVALS,WHICHEVER IS STRICTER. FOR ACCEPTANCE AND APPROVALS BEFORE START OF WORK. measured between the face of the door and the stop,with the door open 90 degrees.The clear HIS EMPLOYEES,SUBCONTRACTORS,THEIR AGENTS AND EMPLOYEES,AND OTHERSheight of the door opening shall be not less than 78 inches in height measured from the top of the CLIENT INFO: PERFORMING PORTIONS OF THE WORK UNDER CONTRACT TO THE CONTRACTOR. 6. ALL NECESSARY WIRING,ANCHORING DEVICES, INSERTS AND ITEMS RELATED TO OTHER 10. CAULK EXTERIOR JOINTS,WINDOWS AND DOOR FRAMES AND ALL OTHER OPENINGS 6. COORDINATE LAYOUT DRAWINGS WITH HVAC, PLUMBING, ETC.AND PROVIDE threshold to the bottom of the stop.Other doors shall not be required to comply with these minimum TRADES,ATTACHING TO CONCRETE,SHALL BE INSTALLED BY MASON CONTRACTOR. AT PENETRATIONS OF UTILITY SERVICES, ETC., SHALL BE CAULKED,GASKETED, PROPER WIRING AND ELECTRICAL OPERATIONS FOR ALL EQUIPMENT. dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key JESSICA & BRYAN 20. THE CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT WEATHER-STRIPPED,ALL OTHERWISE SEALED. or special knowledge or effort. KARP INCORPORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT ALL 7. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO DUR-O-WALL OR WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE EQUAL,TO HAVE NO.9 SIDE BAR X NO.9 CROSS BARS. REINFORCEMENT SHALL BE OF R311.3 Floors and landings at exterior doors.There shall be a landing or floor on each side of 58525 COUNTY RD 48 YEAR AFTER COMPLETION. WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS'REQUIRED, each exterior door.The width of each landing shall be not less than the door served. Landings shall NO LESS THAN 5/8"MORTAR COVER OVER THE SIDE RODS, HEAVIER GAUGE MATERIAL HANDLING & STORAGE have a dimension of not less than 36 inches measured in the direction of travel.The slope at exterior CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS,METHODS,TECHNIQUES, 1. ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH GREENPORT, NY 11944 21. THE CONTRACTOR SHALL SUPERVISE THE WORK USING HIS BEST SKILLS AND ATTENTION. THE REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. O8 DOORS & WINDOWS landings shall not exceed 1!4 unit vertical in 12 units horizontal(2 percent). SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK WITH 8. IF CONCRETE BLOCK FOUNDATIONS ARE USED,CONCRETE BLOCK SHALL BE ASTM-145 DOORS WATER-RESISTANT TARPS.ALL TARPS SHALL BE SECURED TO GROUND OR R311.6 Hallways.The width of a hallway shall be not less than 3 feet. OTHER TRADES. WITH FULL MORTAR BEDS AND HORIZONTAL STEEL REINFORCEMENT EVERY SECOND STRUCTURE TO PREVENT WIND UPLIFT. COURSE. FILL CORES SOLID AT CORNERS. FILL UPPER 2 BLOCK COURSES SOLID FOR 1. CONTRACTOR TO SUBMIT WRITTEN (1)ONE YEARWARRANTY TO REPAIR/REPLACE R311.7 Stairways. PROJECT INFO: DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER 2. ALL MATERIALS SHALL BE STOCK-PILED NEATLY&IN AN ORGANIZED MANNER. 22. UNLESS OTHERWISE SPECIFICALLY NOTED,THE CONTRACTOR SHALL PROVIDE AND PAY FOR ANCHOR BOLTS. Refer to notes&details within this drawing set. DATE OF FINAL ACCEPTANCE OF ALL WORK. LOSS OF MATERIALS DUE TO LACK OF ORGANIZATION WILL BE THE 58525 COUNTY RD 48 ALL LABOR,MATERIALS, EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY, CONTRACTORS SOLE RESPONSIBILITY&COST. SECTION R314 TRANSPORTATION,AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER 2. GLASS/GLAZING TO BE CLEANED PRIOR TO FINAL INSPECTION. SMOKE ALARMS AND HEAT DETECTION GREENPORT, NY 11944 05 METALS Refer to notes within this drawing set. EXECUTION AND COMPLETION F THE WORK. 3. WOOD DOORS WILL BE FULLY WEATHERSTRIPPED. 23. HE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG SECTION R315 HIS EMPLOYEES,AND SHALL NOT EMPLOY ON THE WORK AN UNFIT PERSON OR ANYONE NOT 1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 4. SIZES AS INDICATED ON THE DRAWINGS. BUILDING PLANNING & RELATED CODE CARBON MONOXIDE ALARMS SKILLED IN THE TASK ASSIGNED TO HIM. SPECIFICATIONS AND RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL Refer to notes within this drawing set. 24. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR CONSTRUCTION. 5. DOORS SHALL BE EQUAL TO OR HAVE A BETTER U=VALUE THAN AS INDICATED ON CHAPTER 3-BUILDING PLANNING PROJECT TITLE:APPROVAL., PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: THE RESCHECK WITH A MINIMUM OF.40 WHERE NOT STATED OTHERWISE. SECTION R301 SECTION R319 KARP RESIDENCESITE ADDRESS .6 ALL DOORS TO BE HUNG WITHING 48 HOURS AFTER DELIVERY. R3191 Address identification. Buildings shall b i i DOORS THAT HAVE DESIGN CRITERIA . aon. ungs sae provided with approved address identification. TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH R301.2 Climatic and geographic design criteria. Buildings shall be constructed in accordance with PROJECT DESCRIPTION: THE GENERAL CONTRACT. 2.1. ALL HOT ROLLED SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASST. WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST TO OWNER. the provisions of this code as limited by the provisions of this section.Additional criteria shall be A572 GRADE 50 OR ASST. 36. ALL PROPOSED HOT ROLLED SHAPE FRAMING established b the localjurisdictionamitand set forth provisions Table his section. (Refer table in this all be SECTION R807 EXTERIOR ALTERATIONS 25. THE CONTRACTOR SHALL PAY ALL SALES,CONSUMER, USE AND OTHER SIMILAR TAXES MEMBERS SHALL CONFORM TO A572 UNLESS SPECIFICALLY NOTED ON THE WINDOWS Yg ATTIC ACCESS REQUIRED BY LAW AND SHALL SECURE ALL PERMITS, FEES AND LICENSES NECESSARY FOR set). PLAN THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access PHASE: THE EXECUTION OF THE WORK. 7. CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE opening to attic areas that have a vertical height of 30 inches or greater over an area of not less than 2.2. ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE REQUIREMENTS OF DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER SECTION R302 30 square feet.The vertical height shall be measured from the top of the ceiling framing members to CONSTRUCTION CD 26. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE'S AS WILL PROTECT HIM ASST.A36. FIRE-RESISTANT CONSTRUCTION � ) FROM CLAIMS UNDER WORKMEN'S CONDENSATION ACTS AND OTHER EMPLOYEE BENEFIT 2.3. ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL CONFORM TO DATE OF FINAL ACCEPTANCE OF ALL WORK. R302.6 Dwelling-garage fire separation.The garage shall be separated as required by Table the underside of the roof framing members. ACTS, FROM CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURY, INCLUDING DEATH,AND THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 SKI). 8. WINDOWS SHALL BE E R302.6. (Refer to Table in this drawing set). The rough-framed opening shall be not less than 22 inches by 30 inches and shall be located in a CHECKED BY: INCEPTION DATE:EQUAL TO OR HAVE A BETTER U-VALUE THAN AS INDICATED hallway or other location with ready access.Where located in a wall,the opening shall be not less FROM CLAIMS FOR DAMAGES TO PROPERTY WHICH MAY ARISE OUT OF OR RESULT FROM THE ON THE RESCHECK WITH A MINIMUM OF.30 WHERE NOT STATED OTHERWISE. than 22 inches wide by 30 inches high.Where the access is located in a ceiling, minimum JCG 03.14.2023 CONTRACTOR'S OPERATIONS UIJDER THIS CONTRACT,WHETHER SUCH OPERATIONS BE BY 3. ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN ACCORDANCE WITH R302.11 Fireblocking.In combustible construction,fireblocking shall be provided to cut off both HIMSELF OR BY ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY DISC STANDARDS AND TO SATISFY THE BEAMS END REACTIONS. THE CONTRACTOR vertical and horizontal concealed draft openings and to form an effective fire barrier between stories, unobstructed headroom it the attic space shall be 30 inches at some point above the access ANY OF THEM. THIS INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF SHALL SUBMIT CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. THE and between a top story and the roof space. Fireblocking shall be provided in wood-framed measured vertically from the bottom is ceiling framing members.See Section M1305.1.3 for DRAWN BY: CURRENT DATE: LIABILITY SPECIFIED AS PART OF THE CONTRACT DOCUMENTS OR REQUIRED BY LAW, construction in the following locations: access requirements where mechanical equipment is located in attics. CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW WHICHEVER IS THE GREATER,AND SHALL INCLUDE CONTRACTUAL LIABILITY INSURANCE. YORK STATE AND SHALL BEAR HIS SIGNATURE AND PROFESSIONAL SEAL. THE 09 FINISHES 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of JCG 12.12.2023 CERTIFICATE OF SUCH INSURANCE SHALL BE FILED WITH THE OWNER. studs or staggered studs,as follows: CALCULATIONS SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS. 1. MATERIAL TO BE DELIEVERED TO JOB IN ORIGINAL CARTONS OR BUNDLES,AND 1.1. Vertically at the ceiling and floor levels. DRAWING TITLE: 27. UNLESS OTHERWISE PROVIDED, THE OWNER SHALL PURCHASE AND MAINTAIN PROPERTY 4. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST. A325 AND SHALL BE 3/4"DIA. STORED IN DRY AND PROTECTED AREA,AWAY FROM THE ELEMENTS. 1.2. Horizontally at intervals not exceeding 10 feet. GENERAL NOTES INSURANCE UPON THE ENTIRE WORK AT THE SITE TO THE FULL INSURABLE VALUE THEREOF. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, THIS INSURANCE SHALL INCLUDE THE INTERESTS OF THE OWNER, THE CONTRACTOR AND TYPE'F'(SLIP CRITICAL) UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 2• GYPSUM WALL BOARD SHALL BE 5/8"OR AS INDICATED ON DRAWINGS. drop ceilings and cove ceilings. SUBCONTRACTORS IN THE WORK AND SHALL INSURE AGAINST THE PERILS OF FIRE, EXTENDED 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces COVERAGE,VANDALISM AND MALICIOUS MISCHIEF. ANY INSURED LOSS TO BE ADJUSTED WITH 3. SHEETROCK WALLS AND CEILINGS TO BE U.S. GYPSUM 1/2"OR 5/8" ON ALL under stairs shall comply with Section R302.7. THE OWNER AND MADE PAYABLE TO THE OWNER AS TRUSTEE FOR THE INSURED AS THEIR 5. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF SURFACES AS INDICATED ON PLANS,WITH ALL JOINTS TAPED AND SPACKLED 4. At openings around vents, pipes,ducts,cables and wires at ceiling and floor level,with an INTEREST MAY APPEAR,SUBJECT TO THE REQUIREMENTS OF THE MORTGAGE CLAUSE. THE THE AMERICAN WELDING SOCIETY(A.W.S.)"STRUCTURAL WELDING CODE"AS MINIMUM(3-COAT). approved material to resist the free passage of flame and products of combustion.The material filling SHEET NO: OWNER SHALL FILE A COPY OF ALL POLICIES WITH THE CONTRACTOR,AS REQUESTED, PRIOR APPLICABLE WITH REGARD TO WORK CONFORMING TO THE AISC. this annular space shall not be required to meet the ASTM E136 requirements. TO THE COMMENCEMENT OF THE WORK. THE OWNER AND THE CONTRACTOR WAIVE ALL 4. WATER RESISTANT WALL BOARD SHALL BE SHEETROCK M/R OR EQUAL. 5. For the fireblocking of chimneys and fireplaces,see Section Rl003.19. RIGHTS AGAINST EACH OTHER FOR DAMAGES CAUSED BY FIRE OR OTHER PERILS TO THE 6. STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH E70XX ELECTRODES. 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit U Fia I EXTENT COVERED BY INSURANCE PROVIDED UNDER THIS PARAGRAPH. THE CONTRACTOR WELDERS MUST HAVE CURRENT NEW YORK STATE CERTIFICATION. 5. CONCRETE GLASS FIBER REINFORCED BOARD SHALL BE WONDERBOARD WALL separation. SHALL REQUIRE SIMILAR WAIVERS BY SUBCONTRACTORS. SYSTEM 36"X48"X7/16"AS MANUFACTURED BY MODULARS INC.,OR EQUAL.ING. AIR SEALING SECTION AIR SEALING CODE REQUIREMENTS DETECTOR MOUNTING HD sD cM CARBON MONOXIDE ALARMS cM FILE LOCATION: _in SECTION R315 TABLE Dead-air CARBON MONOXIDE ALARMS AIR BARRIER and INSULATION INSTALLATION minimum space [NY] R315.1 General. Carbon monoxide alarms shall be CONPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Ceiling provided in accordance with Section 915 of the Fire Code of NYS. REVISIONS: A continuous us air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing •.,,,,.., z....: New York State _ 2020 Fire Code of N DESCRIPTION General requirements Exterior thermal envelope contains a continuous air material. 4 [NY]915 1 General X I New and existing residential buildings shall be provided with carbon monoxide 03.28.2024 ADD SKYPLANE LINE barrier. detection(herein as CMD)and notification in accordance with this Section Breaks or joints in the air barrier shall be sealed. 915. 2 _ EXTERIOR SHEATHING CAULKED The air barrier in any droppedceiling'soffit shall be GLUED OR GASKETED TO TOP aligned with the insulation and any gaps in the air The insulationin any dropped ceiling/soffit shall be a, !e4' [NY] 915.3.1 Residential Buildings That Contain aFuel-Burning - Appliance 3 PLATE Cei[inglattic barrier shalt be sealed. aligned with de air barrier. CMD shall be installed in residential buildings in all rooms, occupiable space, Access openniugs,drop down stair or knee wall doors ��,St ��¢10 to unconditioned attic spaces shall be sealed The junction of the foundation and sill plate shalt be Cavities within corners and headers of frame walls hers �'Vf'r dwelling units, sleeping areas, and sleeping units that contain afuel-burning 4 sealed shall be nnsuulaled by completely filling the cavity with here 1'T aximum appliance. a material having a thermal resistance ofR-3 perinch i `a: ? [NY] 915.3.1.2 Rooms With Communicating Openings 5 CEILING GYP BD TAPED CMD shall be installed in a central or otherwise approved location in _ Watts The junnction of the top plate and top of exterior walls miuimunn• ? 6 TO WALL GYP BD shalt be sealed. Exterior thermal envelope insulation for framed walls :` occupiable space that have a direct communicating opening to a room that shall be installed in substantial contact and continuous Acceptable contains a fuel-burning appliance. _ WALL GYP BD CAULKED Knee walls shall be sealed alignment vnth the air barrier. here 7 GLUED OR GASKETED i [NY] 915.3.1.3 Dwelling Units and Sleeping Units That Contain a The space between window/door jambs and framing Fuel-Burning Appliance TO PLATE Windows,skylights and doors and strylighis and flaming shalt be sealed CMD shall be installed outside of sleeping areas and within 10 feet of the RIM JOIST GLUED,CAULKED,OR Rim jousts Rim joists shall include tine air hairier. Rini Joists shall be insulated entrance - The air barrier shall be installed at any exposed edge Floor flaming cavity insulation shall be installed to f the sleeping areas in dwelling units and sleeping units that GASKETED TO TOP PLATE 9 of insulation. maintain permanent contact with the underside of the ATTIC PULL DOWN STAIR contain appliance. - subfloor decking,or floor fi-arning cavity insulation [NY] 915.3.3 Residential Buildings With an Attached Motor Vehicle EXTERIOR SHEATHING CAULKED Floors(including above-garage and shall be permited to be in contact with the top side of WALL GYP BD CAULKED GLUED OR GASKETED TO WINDOW cantilevered floors) sheathing,or continuous insulation installed on the AA1510B ALUMINUM ATTIC STAIR AS MF Related Occupancy underside of fbrn fiaining and extends from the BY WERNER CMD shall be installed in a central or otherwise approved location in each occupiable space g PLATE R.O. ATTIC ACCESS STAIR DESIGNED TO FIT P p e in a commercial building and within 10 feet of the entrance NYS STATE LAW: OR GLUED TO WINDOW bottom to the nap of all perimeter fluor framing IN OPENING 18"x24"MINIMUM to sleeping areas and sleeping units in residential buildings and commercial R.O. PLATE members. 250L6 MAXIMUM LOAD CAPACITY buildings that: EXPANDING FOAM (MINIMAL) Exposed earth in invented crawl spaces shall be Where prrnridrd instead of floor insulation.insulation @ENTIRE PERIMETER BETWEEN Crawl spare walls covered witha Class I vaporretarderwith shall be pemnzneuntly attached to the crawlspace walls. � Have a Have opening with an attached motor vehicle related UNAUTHORIZED ALTERATION OR SECTION R807 occupancy, ADDITION TO ARCHITECTURAL WINDOW FRAME&R.O. overlapping joints taped. 3;"'/ ATTIC ACCESS Share one or more common walls with an attached motor vehicle related PLANS OR SPECIFICATIONS Duct shafts,utility penetrations,and flue shafts '""• R807.1 Attic access. Buildings with occupancy,or Shafts,penetrations opening to exterior orunconditioned space shall be combustible ceiling or roof construction shall y occupancy. BEARING A LICENSED ARCHITECT'S Are located one story above or below a motor vehicle related occu anc SEAL IS A VIOLATION OF PART sealed ; have an attic access opening to attic areas Batts in narrow cavities shall be cut to fit,or narrow " that have a vertical height of 30 inches(762 [NY] 915.4.1.1 Power Source 69.5.B OF TITLE 8 OF THE Narrow cavities cavities shall k filled by insulation that on installation .` 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, .,,•" readily conforms to the available cavity space. 1, / - 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 interrupted,shall receive power from a battery.Wiring shall be permanent and p 9 OF THE STATE OF NEW YORK. Air sealing shall be provided between the garage and shall be measured from the to of the cell in P p ry 9 P Garage separation conditioned spaces, without a disconnecting switch other than that required for overcurrent EXPANDING FOAM(MINIMAL) @ENTIRE framing members to the underside of the roof 9 q PERIMETER BETWEEN WINDOW Recessed light fixtures installed in the building Recessed ligh•fixt fixtures installed in the building . ' framing members. protection. The rough-framed opening shall be not less Exceptions: Recessed lighting thermal envelope shalt be sealed to flue drywall. ilnernnat ernv�lope shall be air tight and IC rated. {' g P g Existing residential buildings unless otherwise required b the Uniform Code. ARCHITECT'S SEAL & SIGNATURE: FRAME&R.O. ,���,� ? than 22 inches by 30 inches(559 mm by 762 g g q Y Batt insuulation shall be cut neatly to fit around wiring mm)and shall be located in a hallway or Carbon monoxide alarms installed in accordance with an earlier version of the WALL GYP BD CAULKED OR GLUED TO and plumbing in exterior walls,or insulation that on other location with ready access.Where Y YP plug P Y Plumbingand wiring =+. Uniform Code may be cord-type or direct lu when ermined b such code. installation conforms to available ace shall r located in a wall,the opening shall be not lessF.� AC+ WINDOW R.O. PLATE g y space EXTERIOR SHEATHING CAULKED extend behind piping and wiring. than A GLUED OR GASKETED TO WINDOW than 22 inches wide by 30 inches high(559 [NY] 915.4.1.3 Combination Alarms The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and limbs shall be �� R PLATE _ � mm wide by 762 mm high).Where the access A combination carbon monoxide/smoke alarm shall be an acceptable �(g G AM,� ' Shower/tub on exterior wall showers and tubs shall separate them from the insulated_ ` is located in a ceiling, minimum unobstructed alternative to a carbon monoxide alarm,provided that: showers and tubs. head-room in the attic space shall be 30 The combination alarm is installed in a location and in a manner that satisfies The air barrier shall be installed behind electrical or inches(762 mm)at some point above the the Uniform Code requirements for both carbon monoxide alarms and smoke BOTTOM PLATE CAULKED,GLUED OR Electril cat[phone box on exterior walls communication boxes or air sealed boxes shall be access measured vertically from the bottom alarms,or installed. of ceiling framing members.See Section The room(s), area(s),or space(s)that the combination alarm serves are also GASKETED TO SUBLFLR HVAC register boots that penetrate building thermal M1305.1.3 for access requirements where served by a code compliant smoke alarm or fire alarm system in the instances (P VAC register boots envelope shall be seated to the subfloor or drywall. mechanical equipment is located in attics. that a smoke alarm or fire alarm system is required by the Uniform Code. ^J�. 03$057 H WALL GYP BD CAULKED GLUED OR When required to be sealed,concealed fire sprinklers �OF NEB GASKETED TO PLATE shall only be sealed in a marmer that is recommended APPLIANCES IN ATTICS CODE Concealed sprinklers by the manufacturer.Caulking or other adhesive SMOKE ALARMS & HEAT S D H D sealants shall not be used to fill voids between fire M1305.1.2 Appliances in attics.Attics containing appli-ances shall be provided SECTION R314 sprinkler cover plates andwmlls or ceilings. with an opening and a clear and unobstructed passageway large enough to SMOKE ALARMS AND HEAT DETECTION allow removal of the largest appliance, but not less than 30 inches(762 mm) EXTERIOR SHEATHING CAULKED a. In additions inspection of to,-walls shall be in accordance with the provisions of lCC-40o, high 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 GLUED OR GASKETED TO BOTTOM measured along the centerline of the passageway from the opening to the dwelling units. Heat detection shall be provided in new attached garages. ,.- PLATE appliance.The passageway shall have continuous solid flooring in accor-dance SUBLFLR GLUED,CAULKED,OR with Chapter 5 not less than 24 inches(610 mm)wide.A level service space [NY] R314.2.2 Smoke alarms in existing buildings. 7 GASKETED TO RIM JOIST EMERGENCY ESCAPE & RESCUE not less than 30 inches(762 mm)deep and 30 inches(762 mm)wide shall be Existing dwellings undergoing repair,alteration,change of occupancy, 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 EMERGENCY ESCAPE&RESCUE OPENING ARE REQUIRED IN EVERY SLEEPING ROOM, access opening dimensions shall be not less than of 20 inches by ,0 inches Appendix J. HABITABLE ATTICS, &BASEMENTS(R310.1) (508 mm by 762 mm), and large enough to allow removal of the largest OPENING AS FOLLOWS R310.2 appliance. [NY] R314.2.3 Attached garages.Heat detection rated for the ambient i a CEILING GYP BD TAPED d NET CLEAR OPENING OF 5.7 SF Exceptions: outdoor temperatures shall be installed in new garages that are attached to or TO WALL GYP BD 0 NET CLEAR OPENING OF 5.0 SF @GRADE FLOOR OR BELOW GRADE 1. The passageway and level service space are not required where the located within new and existing dwellings. Heat detection shall be installed in a0 NET CLEAR OPEN WIDTH OF 20" . appliance can be serviced and removed through the required opening. a central location and in accordance with the manufacturer's instructions. WALL GYP BD CAULKED GLUED OR NET CLEAR OPEN HEIGHT OF 24" 2. Where the passageway is unobstructed and not less than 6 feet(1829 Exception: Heat detection shall not be required in dwellings without mm high and 22 inches 559 commercial power. 14 GASKETED TO PLATE • WINDOW SILL HEIGHT 44"MAX(R310.2.2) ) 9 d, mm wide for its entire length,the passageway shall be not ruore than 50 feet ' d 9 P 9 Y ° a PROVIDE WINDOW WELLS FOR WINDOW BELOW GRADE AS FOLLOWS(R310.2.3): (15 250 mm)long. R314.3 Location.Smoke alarms shall be installed in the following locations: RIM JOIST GLUED,CAULKED,OR . ALLOW FOR WINDOW TO BE FULLY OPENED 1. In each sleeping room. GASKETED TO TOP PLATE 9 SF MINIMUM,36"MIN HORIZ.PROJECTION 2. Outside each separate sleeping area in the immediate vicinity of the • bedrooms. JOHN A MLICH • STEPS OR LADDER(6"MAX ENCROACH) 3. On each additional storyof the dwelling, includingbasements and ARCHITECT RIM JOIST GLUED,CAULKED, ° • WELLS 44"DEEP OR MORE MUST PROVIDE PERMANENT STEPS OR LADDER(3"MAX habitable attics and not including crawl spaces and uninhabitable attics. In GASKETED TO TOP PLATE a ENCROACH, 12"MIN WIDTH, RUNGS 18"MAX SPACING FOR FULL HEIGHT OF dwellings or dwelling units with split levels and without an intervening door FOUNDATION WALL ACTS AS AIR V WELL)(R310.2.3) between the adjacent levels,a smoke alarm installed on the upper level shall 248 ROUTE 25A-SUITE#3066 BARRIER • PROVIDE DRAINAGE SYSTEM RELATIVE TO SOIL(R310.2.3.2) suffice for the ad acent lower level provided that the lower level is less than EAST SETAUKET, NY 11733 a ° WELL CAN BE UNDER DECK PROVIDED A PATH TO EXIT IS NOT LESS THAN 36"HEIGHT 1 one full story below the upper level. TEL (631)384-1752 (R310.2.4) 4. Smoke alarms shall be installed not less than 3 feet horizontally from BOTTOM PLATE CAULKED,GLUED • OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 the door or opening of a bathroom that contains a bathtub shower unless JCGRAMLICH@GMAIL.COM OR GASKETED TO SUBLFLR this would prevent placement of a smoke alarm required by this section. WALL GYP BD CAULKED GLUED OR °4 ° R314.3.1 Installation near cooking appliances.Smoke CLIENT INFO: GASKETED TO PLATE alarms shall not be installed in the following locations unless this would JESSICA & BRYAN prevent placement of a smoke alarm in a location required by Section R314.3. SLAB ACTS AS AIR BARRIER KARP 1. Ionization smoke alarms shall not be installed less than 20feet(6096 mm)horizontally from a permanently installed cooking appliance. a R311.5.6.2: HANDRAIL CONTINUITY 2. Ionization smoke alarms with an alarm-silencing switch shall not be 58525 COUNTY RD 48 ° a �. R311.5.341: LANDINGS MUST EXTEND FULL LENGTH OF STAIR& installed less than 10 feet horizontally from a permanently instaflled cooking GREENPORT, NY 11944 ° FLOOR OR LANDING REQ'D TOP& appliance. o J ° BOTTOM OF ALL STAIRS MUST BE RETURNED OR TERMINATE IN 3. Photoelectric smoke alarms shall not be installed less than 6 feet a ° 12'-0"MAX VERTICAL RISE BETWEEN NEWEL POSTS. NEWELS OR VOLUTES FLOORS OR LANDINGS ARE ALLOWED OVER LOWEST TREAD horizontall %MV, I I I I a 3'-0"MIN WIDTH(BUT NOT LESS THAN [NY] R314.4 Interconnection.Where more than one smoke allarm is STAIRWAY SERVED) R311.5.3: HEADROOM PROJECT INFO: I- I I ° required to be installed within an individual dwelling unit in accordance with d°a ° 3'-0"MIN DEPTH (MEASURED DIRECTION 6'-8" MIN HEADROOM MEASURED Section R314.3,the alarm devices shall be interconnected in such a manner -III-III-IIIIII-III OF TRAVEL) VERTICALLY FROM SLOPED PLANE 58525 COUNTY RD 48 that the actuation of one alarm will activate all of the alarms in the individual R303.6: STAIRWAY ILLUMINATION ADJOINING TREAD NOSINGS&TO dwelling unit. Physical interconnection of smoke alarms shall not be required GREENPORT, NY 11944 INTERIOR&EXTERIOR STAIRS REQUIRE LNDG FLOOR SURFACE where listed wireless alarms are installed and all alarms sound upon ARTIFICIAL ILLUMINATION CAPABLE OF activation of one alarm. (1)FT CANDLE MIN Exception: Smoke alarms and alarms installed to satisfy Section R314.4.1 R311.5.341: LANDINGS shall not be required to be interconnected to existing smoke alarms where FLOOR OR LANDING REQ'D TOP& such existing smoke alarms are not interconnected or where such new smoke BOTTOM OF ALL STAIRS alarm or alarm is not capable of being interconnected to the existing smoke PROJECT TITLE: 12'-0"MAX VERTICAL RISE alarms. - ZONE 4 INSULATION VALUES � BETWEEN FLOORS OR LANDINGS [NY] R314.4.1 Heat detection interconnection.Heat detection shall be KARP RESIDENCE RESIDENTIAL PRESCRIPTIVE R-VALUES connected to an alarm or smoke alarm that is installed in the dwelling unit. TOP OF RUN R312.1 GUARDS Alarms and smoke alarms that are installed for this purpose shall be located PROJECT DESCRIPTION: ITEM VALUE FRAMING WIDTH BATT INSULATION ALLOWANCE PROVIDE AT OPEN SIDES OF STAIRS in a hallway, room or other location that will provide occupant notification. EXTERIOR ALTERATIONS R311.5.6: HANDRAILS _ Z WITH TOTAL RISE OF 30"OR MORE CEILING R-49 2x4 3.5" R-11 (3.5) OR R-13(3.5) OR R15(3.5) PROVIDE HANDRAIL ON ATLEAST(1 ABOVE THE FLOOR.GUARDS SHALL BE [NY] R314.6 Power source.Smoke alarms and heat detection shall receive FLOOR R-19 2x6 5.5" R 21 (5.5) DO NOT USE R-19 SIDE OF STAIR WITH(4)OR MORE a MIN. 34"HT MEASURED VERTICALLY their primary power from the building wiring where such wiring is served from PHASE: RISERS FROM TREAD NOSING WOOD FRAMED WALL R-13+ R5 CONTINUOUS OR R-20 2x8 7.25" R-22(6.75")OR R-19(5.5") a commercial source and,where primary power is interrupted, shall receive R311.5.6.3: HANDRAIL GRIP SIZE CC w R311.5.6.1: HANDRAIL HEIGHT power from a battery.Wiring shall be permanent and without a disconnecting CONSTRUCTION (CD) CIRCULAR: 1-1/4"O.D.MIN&2"MAX. > 34"-38"MEASURED VERTICALLY FROM switch other than those required for overcurrent protection. BASEMENT WALL R-10 CONTINUOUS OR R13 CAVITY 2x10 9.25" R-30(8.25") 31 112"MIN CLEAR R311.5.1:WIDTH < SLOPED PLANE ADJOINING TREAD Exceptions: CHECKED BY: INCEPTION DATE: 31-1/2"MIN CLEAR WIDTH(1)HANDRAf&27" o NOSINGS&TO LNDG FLOOR SURFACE 1. Smoke alarms shall be permitted to be battery operated where installed JCG 03.14.2023 MASS WALL R8/13 2x12 11.25" R-38(10.25") MIN CLEAR WIDTH BTWN(2)HANDRAILS N NOTE:TOP OF GUARD CAN SERVE AS in buildings without commercial power. UNHEATED SLABS R-10 FOR 24"BELOW OPEN CELL FOAM R 3.7 PER/IN 4-1/2"MAX. HANDRAIL PROJECTION oo HANDRAIL 2. Smoke alarms installed in accordance with Section R314.2.2 shall be R311.5.3.2:TREAD DEPTH permitted to be battery powered. DRAWN BY: CURRENT DATE: CRAWL SPACE R-10 CONTINUOUS OR R13 CAVITY CLOSED CELL FOAM I R 6.0 PER/IN R312.2 GUARD OPENING LIMITATION 9"MIN TREAD DEPTH(NOSE JCG 12.12.2023 BALLUSTERS(OR SIMILAR)SHALL NOT TO NOSE) [NY] APPENDIX J FENESTRATION 0.32 U-FACTOR NOTES: BOTTOM OF RUN ALLOW THE PASSAGE OF A 4"SPHERE R311.5.3.1: RISER EXISTING BUILDINGS AND STRUCTURES SKYIGHTS 0.55 U FACTOR DO NOT COMPRESS FIBERGLASS INSULATION.COMPRESSING R311.5.3.3:PROFILE 1" 8 1/4"MAX HEIGHT EIGHT [NY; SECTION AJ601 ALTERATION S-LEVEL 2 DRAWING TITLE: FIBERGLASS INSULATION WILL REDUCE THE R-VALUE. 36"MIN WIDTH R311.5.1:WIDTH NOSING NOT LESS THAN 3/4" NY AJ601.8.1 Smoke alarms.When interior alterations occur,or when • ALL ICYNENE PRODUCTS MUST BE INSTALLED BY A LICENSED 36"MIN CLEAR WIDTH BUT NO MORE THAN 1-1/4" oD one or more sleeping rooms are added or created in existing dwellings,the ENERGY & CODE SHGC 0.40 individual dwelling unit shall be provided with smoke alarms located as CRITERIA ICYNENE INSTALLER required for new dwellings;the smoke alarms shall be interconnected NOTES: ALL PRESCRIPTIVE VALUES ARE BASED ON CHAPTER 4 OF THE in accordance with Section 2020 IECC,TABLE R402.1.2&R402.1.4 Exception: In other than bed and breakfast dwellings,smoke alarms in existing areas shall not be required to be interconnected and hard wired SHEET NO: ENERGY CODE & H.E.R.S. RATER where interior wall or ceiling finishes are not removed to expose the structure. [NY] AJ601.8.1.1 Power source.Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial)power or an PROJECT MUST COMPLY WITH THE PRESCIPTIVE 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. SD-1 STAIR CODE DETAIL on-site electrical power system,wall or ceiling finishes are not removed to expose the structure. in buildings where existing interior WHERE A HERS RATER OR RESCHECK OR SIMILAR REPORT EXISTS, GC MUST COMPLY WITH THE INSULATION SPECIFICATION THEREIN [NY] AJ601.8.1.2 Interconnection.Smoke alarms shall not be required to be interconnected where battery operated alarms are permitted. FILE LOCATION: EXTERIOR DEMO NOTES � i I 1. REMOVE ALL EXISTING EXTERIOR SIDING&SOFFITS TO ACCOMMODATE NEW SIDING. REMOVE EXISTING"HOUSE WRAP". REVISIONS: ..__,..._.____._._.__.__.,..,.. .__.___ 2. REMOVE ALL EXISTING DOORS&WINDOWS AS SHOWN. ---- NO. DATE DESCRIPTION .,-_-._,...__.........__,__..,_,...,___._,.__._.,,..._.__._..__.... Exlst' " "" _ ----- 3. REMOVE ALL EXISTING ROOFING. 9 I r- ADD SKYPLANE UNE 03.28.2024 I I I ------------ ------� 4. REMOVE ALL EXISTING ROOF GUTTERS, SCUPPERS& LEADERS. 2 I i I I I I I I I I I I 5. REMOVE ALL EXISTING EXTERIOR LIGHTS&THE LIKE. _ _J -J _J _J I I DEMOLITION GENERAL NOTES 5 - __ 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING I ALL PHASES OF DEMOLITION&CONSTRUCTION. IIII REMOVE EXISTG WINDOWS PREP &DOOR.PREPARE FOR NEW CONTRACTORS MUST DISPOSE OF DEBRIS OFF SITE LEGALLY. IIII DOORS&WINDOWS I I 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS IIIII�--REMOVE EXIST'G WINDOW FOR REMOVE EXIST'G WINDOW TO--1111 __ _ _ _... ._. _ _._,_ ,. _ - r-------------, � I I __...I RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE NEW WINDOW FRAME&CLOSE UP OPNG ----------- OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. Ag r--------- I REFER TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. r -- -� ...._ I r----------------- -- ----- ---------------- � 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK WITH THE G.C.& EACH RESPECTIVE TRADE.ALL REMOVE EXIST'G WINDOWS NYS STATE LAW: DISCREPENCIES ARE TO BE VERIFIED W/THE ARCHITECT. &DOOR.PREPARE FOR NEW DOORS 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE UNAUTHORIZED ALTERATION OR ADEQUATELY PROTECTED DURING ALL PHASES OF ADDITION TO ARCHITECTURAL CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR PLANS OR SPECIFICATIONS ��- REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE r,�---REMOVE PORTION EXIST'G REMOVE PORTION EXIST'G ,._,m._m__,.__,.._.,._,_„__......,.._.._._... ,...__. — _ BEARING A LICENSED ARCHITECTS r•+ WALL FOR NEW WINDOW OPNG WALL FOR NEW DOOR OPNG L ._...__.__ _._..._. __.. . _- .— _- _—_ SATISFACTION OF THE ARCHITECT. SEAL IS A VIOLATION OF PART 6. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED 69.5.E OF TITLE 8 OF THE -----__-�-- -- REMOVE PORTION EXIST'G STRUCTURAL SHORING SHOWN OR NOT SHOWN ON OFFICIAL COMPILATION, CODES, WALL FOR NEW WINDOW OPNG DRAWINGS.ALL NEW OPENINGS WITHIN EXISTING WALLS RULES AND REGULATIONS Exist'g� __ - _� SHALL BE EXECUTED IN A CONTROLLED MANNER. REFER TO Exis. OF THE STATE OF NEW YORK. STRUCTURAL DRAWINGS. I r r r r r 7. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EXISTING SPACES&ITEMS. ARCHITECT'S SEAL & SIGNATURE: - REMOVE ROOF JOISTS ABOVE © © _._,....___.._._._.__..__._,._.__ ..__...,,�._ 8. EXISTING ELECTRICAL, MECHANICAL,&PLUMBING ITEMS NOT _ -_ _ © © / • li li li li li ;- --- — -- -�- -- - __- .__.,._ __. ___,___,__.__._..._.._ .._.,______ REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED �T1��ifI rZt�'Z�7_I€_ - �T 1Ilr �l1-2,ZZ - - - - - - - CONTRACTOR(S). y L L L L _ _ _ RIB A/i REMOVE EXIST'G WINDOW TO REMOVE EXIST'G DOOR TO I 9. CONTRACTORS SHALL TAKE CAUTION DURING REMOVAL TO REMOVE PORTION EXIST'G REMOVE PORTION EXIST'G FRAME&CLOSE UP OPNG FRAME&CLOSE UP OPNG WALL&EXIST'G DOOR FOR i WALL&EXIST'G DOOR& PRESERVE ADJACENT FINISHES,AS WELL AS ELECTRICAL, NEW WINDOW OPNG WINDOW FOR NEW DOOR OPNG MECHANICAL,&PLUMBING ITEMS. REMOVE EXIST'G FRAMED WALLS &FINISHES IN THIS AREA TO C) of RESTORE AREA BACK TO S� s IIII ©�il ORIGINAL STORAGE TYPE USE ��F NEW p� REMOVE PORTION EXIST'G i i - - - ---- - -- - - - - WALL FOR NEW DOOR OPNG EXIST'G CMU — EMOVE EXIST'G WINDOW TO _ _ CLOSE UP MASONRY OPNG , II REMOVE EXIST'G WINDOW TO REMOVE EXIST'G WINDOW TO--- I! I \ I I \ I II II" CLOSE UP MASONRY OPNG CLOSE UP MASONRY OPNG �II —JJ j _ _ _ _ _ _ _ _ _ _ _ _ _ r I ---�I - - - - - - - - - - - - - I REMOVE EXIST'G DOOR T .`.. j FRAME&CLOSE UP OPNG On REMOVE EXIST'G WOOD Unfinished Cellar / REMOVE PORTION EXIST'G i FRAMED LANDING&STEPS xlst g WALL&EXIST'G WINDOW FOR REMOVE EXIST'G DOOR--\� NEW WINDOW OPNG FOR NEW DOOR JOHN C. GRAMLICH IIII ARCHITECT p REMOVE PORTION EXIST'G WALL FOR NEW WINDOW OPNG 248 ROUTE 25A-SUITE#3066 C7� EAST SETAUKET, NY 11733 TEL (631)384-1752 _ -, Lil- - _ _ JCGRAMLICH@GMAIL.COM REMOVE EXIST'G WINDOW T0,=- REMOVE EXIST'G WINDOW FOR REMOVE PORTION EXIST'G CLIENT INFO: Illf---REMOVE EXIST'G WINDOW TO REMOVE EXIST'G WIND( FRAME&CLOSE UP OPNG NEW WNDOW WALL&EXIST'G WINDOW FOR CLOSE UP MASONRY OPNG CLOSE UP MASONRY OPNG NEW WINDOW OPNG w ' I A & BRYAN I\,1' KARP FIRST FLOOR D E I\/I O PLAN 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT INFO: 58525 COUNTY RD 48 COTTAGE CELLAR DEMO PLAN GREENPORT, NY 11944 / PROJECT TITLE: / KARP RESIDENCE / PROJECT DESCRIPTION: \ EXTERIOR ALTERATIONS / J_ REMOVE ROOF&STRUCTURE PHASE: REMOVE DOOR CONSTRUCTION (CD) 1`7 r7; ,->�1 CHECKED BY: INCEPTION DATE: II II II',' '' II II II JCG 03.14.2023 REMOVE wlNoow0/-z' DRAWN BY: CURRENT DATE: IJCG 12.12.2023 _ J II II REMOVE WINDOW DRAWING TITLE: REMOVE WINDOW 1ST FLOOR DEMOLITION PLAN SHEET NO: NORTH ELEVATION DEMO ® ' SCALE : 1/4" = 1' - 0" . ■ NOTES FILE LOCATION: STAIRS STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN REVISIONS: ACCORDANCE WITH NYS BUILDING CODE. I DIMENSIONS NO. DATE DESCRIPTION _._._.__.__,__._,..__„___..__i FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF DRAWINGS. ADD SKYPLANE LINE Al 03.28.2024 _._..__.,...__,___._,______„_..___,_..I r______� FIRE BLOCKING -- PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR 2 - ------ _.,,... __,EXt:µC(7t'C�gE'Deck___.__,_,.,,._._„_..__„_.____.�, i i---- i CODE REQUIREMENTS Exist'g I I I DRAFT STOPPING 3 --------------- - PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR ,,_,_..-.m---------- _,___,__.I CODE REQUIREMENTS 4 - ; I I I SLIP RESISTAN WALKING SURFACES - ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE I MATERIALS&CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS 6 - U. BEING SLIP RESISTANT.ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE TO PROVIDE A SAFE PATH OF TRAVEL . I 9 LO WINDOW NOTES Al D I 1. ALL WINDOWS ARE TO BE AS SPECIFIED IN SCHEDULES -3.0 I -3.0 I 2. GC SHALL ASSIST THE ARCHITECT&OWNER IN THE SELECTION I H-� OF COLOR, HARDWARE, GLAZING, ETC.I. 2.1. PROVIDE SELECTION OPTIONS TO THE ARCHITECT NYS STATE LAW: I -- ----"- - -- _ 2.2. ALL ITEMS REQUIRE ARCHITECT&OWNER APPROVAL. NEW FRAMED DECK SHALL G INSTALLED r- --- I I 3. GC SHALL PROVIDE SHOP DRAWINGS FOR EVERY WINDOW St dio DIRECTLY OVER THE EXIST'G P.CONC STAIR I I___..," (2)PAN GCTDER"DOOR 10"Ox6'8 OX " I UNAUTHORIZED ALTERATION OR _ __ _______ I PROVIDED FROM THE WINDOW MANUFACTURER. ------------------------------------------------------- ` ADDITION TO ARCHITECTURAL 3.1. GC SHALL THOROUGHLY REVIEW SHOP DRAWINGS PRIOR TO BULKHEAD WITH NO ADDITIONAL ;...__".._."___",._...,..._.,._,_...._,.._. _ .._ ,_ _._ r PLANS OR SPECIFICATIONS Ex st'g DISTURBANCE TO THE GROUND.NO CHANGE I J ISSUING SHOP DRAWINGS TO ARCHITECT FOR APPROVAL. -- -- IN LOT COVERAGE.DECK SHALL BE WOOD L .... .., .... 4. ALL WINDOWS SHALL BE INSTALLED WITH THE FOLLOWING BEARING A LICENSED ARCHITECT'S FRAMED WITH COMPOSITE DECKING .,__,.,,,_._._______,.•.__.,.,___,",,,,,,,,,,, _,_.__._ _..__,_.._. � I �' COMPONENTS AS REQUIRED BY THE MANUFACTURER: SEAL IS A VIOLATION OF PART jl SURFACE&6'-0"H PRIVACY FENCE RAILING. 4.1. WRB-WEATHER RESISTANT BARRIER HOUSE WRAP _.,,_., ._,.. ,.._.._.,__ ...,."_,__._. � ( ) 69.5.B OF TITLE 8 OF THE o REFER TO ELEVATIONS&SECTIONS - --~~ "-~-~-- "-. _._.____,_._.-_ _,._.__.___________.____..__.. __, - 4.2. PANNING MATERIAL- FLEX/METAL X - - - - - OFFICIAL COMPILATION, CODES, - I 4.3. FLASHING MATERIAL-TAPE RULES AND REGULATIONS U p+`OI 4.4. INSULATION-REFER TO ENERGY DETAILS, SHEET CC-1 _,_„____,_______._"__.__,_.,_.. �I, . _,._ -0: ( IB 4.5. SEALANT-REFER TO ENERGY DETAILS, SHEET CC-1 OF THE STATE OF NEW YORK. _--___,__,...-__,_.,_,______._ _ l._.,_.,..,._.,..._....".....__,... __, ,.,,,_ ..__ �,__ ,.� ___„_...___ .,,_, .. .,___..,. 0 Y� �l I 3 0 5. ALL GLAZING SHALL COMPLY WITH SECTION R308 NYS BUILDING CODE__. f Deck ,,,_,__ I _ Ext.,Deck 1 - - 6. ALL GLAZING SHALL BE IDENTIFIED PER SECTION R308 NYS ARCHITECT'S SEAL & SIGNATURE: Kitchen I Exist'g .__..__._ ___.___ w BUILDING CODE_._ ___._.,_,_.___.__.,_.___.. . 7. ALL GLASS TO BE A MIN.OF INSULATED LOW-E, DOUBLE PANE Exist'g ._._...}.."..,.____..,_.__".___. -FiT !______"_,_. _ _ j_. _ _._ _ _" _"_, ___ �_._.__._.._. _...."_ ,.._.. _ _._.,_____._._.___.._ ___._.___.____...____ .._. __._, I. ____a GLASS, UNLESS OTHERWISE SPECIFIED. S Pwdr-1 8. THE FOLLOWING GLAZING SHALL BE TEMPERED (� C C Exist' © © 9 8.1. ALL SKYLIGHTS ♦ G RA 8.2. WINDOWS WITHIN 18"OR LESS OF FINISHED FLOOR,AND `Y'� M/p p • _,_.___...___..___.. ..._____. _ HAVE AN INDIVIDUAL PANE OF GLASS 9 SF OR LARGER,AND �� A (D © __..._.._,.,._ ._, r._"__."....___",..,. ..._....... ..... ...._._.._.___.,.,..,"..,....""_._"",. _..__"_._._..__ ._____,..___._ _ 3"PA"NEL"C�LIUER C7UK-1"5"Six6'f3XXU"" "-_.._.__._"_._..,.,...__._._._._.._ I HAVE THE TOP EDGE OF GLASS 36"OR MORE ABOVE THE Ii P10 Ox3 8 1 ) _ _ FINISHED FLOOR,AND ARE ADJACENT TO A WALKING it • SURFACE SHALL BE TEMPERED GLASS, UNLESS OTHERWISE - - - I - NOTED. �� _ _ \ 8.3. WINDOWS IN TUB/SHOWER ENCLOSURES. 9T 03805l OQ 9. ALL WINDOWS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH F _..... OF NEB Unfinished Storage MANUFACTURER'S SPECIFICATIONS. I Exist'g 10. ALL WINDOWS TO BE CAULKED AND SEALED IN ACCORDANCE WITH NYS ENERGY CODE. TOP OF DECK LE JEL co I \ Kitchen n - - 11 WITH TOP OF O at In Kitch n a-- ..--, Exist'g I FLASHING PANS UNDER ALL WINDOWS,OR ANY OTHER DRIVEWAY ° © ©i -psi st TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN EXTERIOR SURFACE. I Living Rm \ 12. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. Exist'g i \ I GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A T'G INSULATED 1 PERIOD OF 5 YEARS. EXIS sue. 13. ALL WINDOWS SHALL MEET A DESIGN PRESSURE EXCEEDING r , DEMISING WALL VALUES IN TABLE 301.2(2)OF 2020 NYS BUILDING CODE. t • i � I r LO WINDOWS - - - v t SD WINDOWS AS MFG BY: _ AS NOTED IN SCHEDULES •'' �"^ Hall D II I is _................ A .._,...,,., I Exist'g TYP WINDOW WIND I ( OWS ARE TO CONFORM WITH: SECTION R303 R LIGHT VENTILATION SECTION R308 FOR GLAZING SPECIFICATIONS UNITS LABEL "EGRESS"MUST MEET OR EXCEED: I I , I{ LED AS SECTION R310 FOR EMERGENCY ESCAPE&RESCUE I ID INCLUDING:g JOHN C.ARCHTECTAMLICH U)xL J / CLEAR OPEN AREA OF 5.7 sq-ft Bat 1 CLEAR OPEN WIDTH OF 20"&HEIGHT OF 24 7- Exist'gDI_n�n�C' t,` �� IUnfinished Storage A ; 04 Rm Exist'g WINDOW DESIGNATION EXAMPLES 248 ROUTE 25A-SUITE#3066 Exist'g DH=DOUBLE HUNG C=CASEMENT P=PICTURE A=AWNIMIG Bedrm-1 / EX: DH3'Ox5'0=DOUBLE HUNG UNIT T-0"WIDE x 5' EAST SETAUKET, NY 11733 Exist'g -0"HIGH 0 TEL (631)384-1752 CI X 3 0 DOOR NOTES JCGRAMLICH@GMAIL.COM Exist'( U / 1. ALL DOORS ARE TO BE AS SPECIFIED IN SCHEDULES CLIENT INFO: ❑ a 2. GC SHALL ASSIST THE ARCHITECT&OWNER IN THE SELECTION OF COLOR, HARDWARE, GLAZING, ETC. JESSICA & BRYAN �•- 2.1. PROVIDE SELECTION OPTIONS TO THE ARCHITECT ALL KARP . XIST'G CMU + • - �'' -�-r-� ITEMS REQUIRE ARCHITECT&OWNER APPROVAL. C2'4x5'0 C2F4x5'O C '4x5'0 3. GC SHALL PROVIDE SHOP DRAWINGS FOR EVERY DOOR PROVIDED FROM THE WINDOW MANUFACTURER. 58525 COUNTY RD 48 C -- 3.1. GC SHALL THOROUGHLY REVIEW SHOP DRAWINGS PRIOR GREENPORT, NY 11944 TO ISSUING SHOP DRAWINGS TO ARCHITECT FOR Planting Area APPROVAL. Exist'g 4. ALL DOORS SHALL BE INSTALLED WITH THE FOLLOWING COMPONENTS AS REQUIRED BY THE MANUFACTURER: D 4.1. WRB-WEATHER RESISTANT BARRIER(HOUSE WRAP) PROJECT INFO: D 4.2. PANNING MATERIAL- FLEX/METAL -3.0 -3.0 -- 4.3. FLASHING -TAPE 4.4. INSULATION-AREFRER TO ENERGY DETAILS,SHEET CC-1 58525 COUNTY RD 48 4.5. SEALANT-REFER TO ENERGY DETAILS, SHEET CC-1 GREENPORT, NY 11944 5. ALL GLAZING SHALL COMPLY WITH SECTION R308 NYS BUILDING CODE Unfinished Cellar 6. ALL GLAZING SHALL BE IDENTIFIED PER SECTION R308 NYS Exist'g BUILDING CODE p 7. ALL GLASS TO BE A MIN. OF INSULATED LOW-E, DOUBLE PANE GLASS, UNLESS p+p PROJECT TITLE:8. ALL DOOR SHALL OBE TEMPERED GLAZING 9.9. ALL DOORS SHALL SHALL BE INSTALLED IN ACCORDANCE VVITH KARP RESIDENCE MANUFACTURER'S SPECIFICATIONS. FIRSTFLOOR PLAN 10. ALL DOORS TO BE CAULKED AND SEALED IN ACCORDANCE:WITH PROJECT DESCRIPTION: 1 NYS ENERGY CODE. EXTERIOR ALTERATIONS 11. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN PHASE: EXTERIOR SURFACE. 12. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED 13. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CONSTRUCTION (CD) GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. CHECKED BY: INCEPTION DATE: 14. ALL DOORS SHALL MEET A DESIGN PRESSURE EXCEEDING; JCG 03.14.2023 VALUES IN TABLE 301.2(2)OF 2020 NYS BUILDING CODE. DRAWN BY: CURRENT DATE: FINISHES BY OTHERS JCG 12.12.2023 ALL FINISHES ARE SELECTED BY OWNER or OWNER'S DRAWING TITLE: REPRESENTATIVE U.N.O.ON THE PLANS. FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: 1ST FLOOR PLAN • FLOORS:CARPET,TILE,WOOD FINISHES, ETC N • WALLS: PAINT,COLOR • CEILINGS: PAINT,COLOR, SUSPENDED GRIDS • MOULDINGS&CASINGS:COLOR&TYPE COTTAGE �CELL�AR�PLAN MILLWORK: DESIGN, STYLE, COLOR, MATERIALS SHEET NO: • DOORS: COLOR,STYLE, HARDWARE COLOR&STYLE • KITCHEN CABINETS,COUNTERS • APPLIANCES • PLUMBING FIXTURES:TOILETS, BATHS, SHOWERS,SINKS, ETC • PLUMBING ACCESSORIES: FAUCETS,TOWEL RACKS&THE LIKE PITCH ROOF COMPONENTS R-1 FILE LOCATION: MATERIAL DESCRIPTION STANDING SEAM ASPHALT SHINGLES REVISIONS: DECKING 1/2"PLYWOOD SHEATHING NO. DATE DESCRIPTION VENTILATING& 30#ROOF FELT OR APPROVED ALTERNATE -91 03.28.2024 ADD SKYPLANE LINE I I NDERLAYMENT ICE&WATER SHIELD SELF ADHERING 2 r .� _ ry METAL FLASHING ALUM 26GA 1�....._.................. _.. .. _. .,.__. ..._,..,..._...-.,,..m..__..._._...___.,._._______.. ___.�I II _ _„___._..____.__.._� ___..._,_,___..______ it DRIP EDGE ALUM24GA FF_� ❑ ❑ �_�� GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA 6 Ir I Li PITCH ROOF NOTES g - GC SHALL INSTALL A PITCHED ROOF SYSTEM IN ACCORDANCE WITH 9 THE PITCH ROOF COMPONENTS MATERIAL SCHEDULE. „I1 IL _ �J _——===i Ir ___._ _ .__._ ______._____._.. _„__..,_....._„_,___ -��I ROOF SHALL PITCH AS NOTED ON DRAWINGS rl I I _ _ Ij -- -- -- -- - µ- -.--71 PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS I I PITCH ROOF IS A VENTED ROOF VIA SOFFIT VENTS&RIDGE VENT NYS STATE LAW: II w I I 6:12 p 6:12 _ __ _ __ __ — — — — _— — — — — _ _ _ — -- _- I; _ �� UNAUTHORIZED ALTERATION OR I I I ------ _ ADDITION TO ARCHITECTURAL I I EXIST'G EXIST'G 1 I Imo_ __ _ _�— .__ _— ,_._.—,_._ I I ICE BARRIER PLANS OR SPECIFICATIONS 1 BEARING A LICENSED ARCHITECT'S IJ (n u _.._.__------ I�_ I I PROVIDE ICE BARRIER NOT FEWER THAN(2)LAYERS OF SEAL IS A VIOLATION OF PART X ___.__._..,_, (� _____ ..____„__.,,...____..___....__._...,_,,...__,A. ___._.__,__,..___,.._.__ __,,,, ". __ _ __ I UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERING 69.5.13 OF TITLE 8 OF THE w _ �-_ l _____.____._. _,.,.,. ___._.___ _ ,_ _,.,_._ __,_._.._.. ______ 7:12 7:12 POLYMER-MODIFIED BITUMEN. ICE BARRIER SHALL EXTEND FROM 11 -- I OFFICIAL COMPILATION, CODES, w I THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS RULES AND REGULATIONS THAN 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING, 36" FOR 8/12 PITCH(R905.1.2) OF THE STATE OF NEW YORK. _.___.._....,._...__..,.._ FF ------_.._.._____"_.._ I. __ — _ _. ARCHITECT'S SEAL& SIGNATURE: ROOF DECK "�'�pLAYERS QFUNDERI,A�'MENT CEMENTER TOGFTHER OR VATERPROOFINGMEMBRA.NE D �E ARcrl __._ I -- II F — — — — — C Z I RAFTER _ I— I 1 038051 41t� FOFNE� 11 7:12 11 7:12 I I 24` mp. MIN `s__GUTTER u i t 0 l i I EXTERIOR WALL_ N 77 to X II I. I1 r w IG 11 EXIST'G RIDGE i i I r I I n sa `"r, ;► �.. - - - - - - - - - - - - - - - :... IF �_ 11 I N c� i I I � A. I I II II i I I ------------------------ U x � (n I I I I 1 1 LLI I I I I JOHN C. GRAMLICH X L- — J 1 1 1 1 ARCHITECT ui248 II II II ROUTE � i t 7:12 1 1 7:12 LI EAST S SUITE ETAUKET, NY 1173366 n n I I I TEL (631)384-1752 11 IJ 11 11 I I I V JCGRAMLICH@GMAIL.COM I II II � I 11 II 11 II CLIENT INFO: L — -J� _ _ J _ J L - - - - - - - - - - - - - - J JESSICA & BRYAN L —=======z = = Z = = = = — _ _ F_ T - - - - - - - - - - - - - KARP LJ LJ 58525 COUNTY RD 48 GREENPORT, NY 11944 N PROJECT INFO: 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 03.14.2023 DRAWN BY: CURRENT DATE: JCG 12.12.2023 DRAWING TITLE: ROOF PLAN SHEET NO: Am /m A HOUSE WRAP FILE LOCATION: IINSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS. "TYVEK"&/OR"TYPAR"IS NOT AN ACCEPTABLE ALTERNATIVE REVISIONS: REFER TO PROJECT MANUAL FOR DETAILS NO. DATE DESCRIPTION ZE,03.28.2024 ADD SKYPLANE LINE Z4 T6 2 - 7 Ag EXIST'G RAILING TO REMAIN --- - --- ___.___,,.._ ,.____ ___.__ ._,__.__ EXIST'G RAILING TO REMAIN - E, , , s "' I " " YS STATE LAW UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL 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, RULES AND REGULATIONS OF THE STATE OF NEW YORK. EAST 3 6LEVORK WEST ELEVATION 2 ,� — � �� ARCHITECT'S SEAL& SIGNATURE: SCALE . 3/1E- 1 - 0 ATI ON - NOW FRONT ED AIgC 12 �7 6"EAVE FASCIA 6"TIMBER STYLE / i ` �� 038057 Q� F-1 F-3 DECOR BEAMS OF NE R-1 -2 12 !r 'i �� (� � 6"RAKE FASCIA F-1 F- 6"TIMBER STYLE /.`_' _ _•. — — �/ I \ ! I € 3 DECOR PERGOLA ___._m_____... -,_. j; R- +' F-1 6"RAKE FASCIA _.. ..,.__.....,,,__...___..-.._......, _. .•.,_,.._._..._ _._____.___ __._,_-__,_.._______.-___ , I is ��-- 1ST FLR'Pt19T -""------.- --- - — — / j s'. I; — " 1ST FLR PL HT OD +8' 0"EL 6 EAVE FASCIA F +8'-0"EL , -1 £ OL WINDOW HD HT 9 j ,- "EL }s I,E I 6-8 EL WINDOW HD HT ` r I I s i 4"WINDOW TRIM BD £ I F F-`MPJ q E; l i i� } oQ COLUMN s OF-2 00 10 It I F I { !!! E ' , - sJOHN C. GRAMLICH 3 Ej( ARCHITECT 1ST SUB FLR Y 1ST SUB FLR 0'-0"REF ELEL 248 ROUTE 25A-SUITE#3066 I EAST SETAUKET, NY 11733 S-1 S-2 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM N Tj' VAT I O N E CLIENT INFO: = 1' - 0" R.SIDE JESSICA & BRYAN KARP EXTERIOR MATERIALS SCHEDULE 58525 COUNTY RD 48 SYMBOL ITEM DESCRIPTION BRAND-MODEL GREENPORT, NY 11944 EDROOFING ASPHALT SHINGLES REFER TO"PITCH ROOF PITCH CHARCOAL MIX COMPONENTS"LIST BOX S-1 SIDING TYPE 1 BOFARED&BATTEN HARDIE BOARD PANELS PROJECT INFO: �� �O 58525 COUNTY RD 48 SIDING TYPE 2 HORIZONTAL HARDIE BOARD SIDING ' `.Cy I S-2 WHITE GREENPORT, NY 11944 EXTERIOR 1x6 HORIZONTAL AS SELECTED BY OWNER D-1 DECKING IPE NATURAL WOOD -2.1 -2.1 FASCIA&TRIM RAKE&EAVE&TRIM AZEK WOOD GRAIN TEXTURE ----- -"..-""-.". --- - -- - - - -� -- _y_____ -------- \\— - F-1 BOARDS WHITE PAINTPRO&CORTEX FASTENERS -=` +- — PROJECT TITLE: ___l.11_____�e ..._l_,____z,_,_z__ COLUMNS WHITE AZEK OR PERMACAST _..,. KARP RESIDENCE 2 _ :T m,... m . BRACKETS& WOOD TONE NATURAL CEDAR S60 - - - :" " EXTERIOR ALTERATIONS F-3 CORBELS 10.0' 16.9` I 2 2.0 -2.0 PHASE: . ... GUARD RAIL CABLE RAIL W/WOOD AS SELECTED BY OWNER G-1 SYSTEM CAP '^ 7, CONSTRU CTION (CD) _. . ___7', __,__ _ _ . _ , _ . GUTTERS& GUTTERS MATCH 6"x6"BOX GUTTER FRONT 3 CHECKED BY: INCEPTION DATE: M-2 LEADERS FASCIA COLOR 4"x4"LEADER FLASHING& KYNAR COATED .022 SHEET METAL -2.1 JCG 03.14.2023 M-3 METALS \sf`A i DRAWN BY: CURRENT DATE: WINDOWS BLACK EXTERIOR AS SELECTED BY OWNER 2 0 I' JCG 12.12.2023 W-1 FRAME `.�q,L I _ _____________ 3 EXTERIOR BLACK EXTERIOR AS SELECTED BY OWNER DRAWING TITLE: _ W-2 DOORS FRAME - - I ` EXTERIOR SYMBOLS: - - - ------ - j _ S KYP LAN E DIAGRAMS ELEVATIONS C= CEILING&SOFFITS M= METALS:GUTTERS, FLASHING _ ___ __, D= DECKING&WALKING SURFACES R= ROOFING --"-m -' - o SCALE : 3/32" = 1' - 0" F= FINISHES: FASCIAS, COLUMNS, BRACKETS S= SIDING -" G= GUARD RAILING&FENCING W= WINDOWS&DOORS _ I 1 SHEET NO: NOTES: r GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS.MOCK-UP WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION SIDE KEY PLAN • FILE LOCATION: FC-1 12 S-o. 12 REVISIONS: Q7 NO. DATE DESCRIPTION @�6oc 2x4 CT @16"Oc 03.28.2024 ADD SKYPLANE LINE � FC-6 S-o. 2x'�RR 2 Attic �16 pC EXIST'G 2x6 RR @16"OC FC-1 3 - IST'G 2x4 CT @48"OC S-0. 12 12 4 Attic Attic �600 7� Q7 5 _ Exist'g Exist'g o��@ FC-B FC-6 FC-6 02 S-0. Attic 0.2 6 _ EXIST'G 2x6 CJ 16"OC _ _ 1ST FLR PL HT x REMOVE 2x6 RR 6 T6"M— — — — _�,1 ST FLR PL HT 2x8 CJ 16"OC +8'-0"EL T +8'-0"EL 7 WINDOW HD HT _o,WINDOW HD HT 8 _ +6'-8"EL Ir +6'-8"EL 9 Bedrm-1 CI Bath-1 Dining Unfinished M.Bedrm o Exist'g Exist'g Exist'g Rm °o - Exist'g Storage co Exist'g Fo co NYS STATE LAW: 1ST SUB FLR _ 0'-0"REF EL ���— —fl--lT—li-- EXIST'G 2x8 FJ 16"OC _S ST SUB FLR TH ALTERATION OR U u u ADDIDDI TIONN TO TO A ARCHITECTURAL xJ EL 110.00 EL EXIST'G 2x8 FJ @16"OC PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S EXIST'G FOUNDATION Crawl Space EXIST'G PIER EXIST'G FOUNDATION SEAL IS A VIOLATION OF PART WALL&FOOTING(SEE Exist'g FOUNDATION&FOOTING WALL&FOOTING(SEE 69.5.B OF TITLE 8 OF THE PLANS) (SEE PLANS) PLANS) OFFICIAL COMPILATION, CODES, Au. RULES AND REGULATIONS OF THE STATE OF NEW YORK. AL& SIGNATURE: ARCHITECT'S SE SECTION AA _ SCALE : 1/4" = 1' - 0" ED Aqc c SECTION BB SCALE : 1/4" = 1' - 0" * a 0380 FOF NEB EXIST'G 2x4 CT @48"?i" EXIST'G 2x4 CT @48"OC G2 R Attic Attic Exist'g Exist'g 1ST FLR PL HT_ i EXIST'G 2x6 CJ m16"OC 1ST FLR PL HT +8'-0"EL p +8, 0„EL - OWINDOW HD HT WINDOW HID HT +6-8"EL .. +6, 8„EL Living Rm Hall Bedrm-1 0 Exist'g Exist'g Exist'g c 50 °I JOHN C. GRAMLICH 10 ARCHITECT FC-8 FC-6 248 ROUTE 25A-SUITE#3066 OL 1ST SUB FLR r -0.2 -0.2 EAST SETAUKET, NY 11733 1 ST SUB FLR 0'-0"REF EL EXIS I'G 2 x6 F J 016"OC EXIST'G 2x8 FJ @16"OC EXISj'�2x8fiT 16"OC 0'-0"REF EL EL 110.00 2x6 DJ 6"OC • EL 110.00 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM Crawl Space EXIST'G FOUNDATION -•-•---- • Exist'g WALL&FOOTING(SEE FC-8 -•- PLANS) Unfinished Cellar CLIENT INFO: Exist'g JESSICA & BRYAN EXIST'G FOUNDATION KARP WALL&FOOTING(SEE PLANS) 58525 COUNTY RD 48 OL BSMT SLAB -6'-11 1/4"EL GREENPORT, NY 11944 SECTION CC SECTION D D PROJECT INFO: SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT TITLE: CONTINUOUS BAFFLES PROVIDING �� NAILING & FRAMING CONNECTORS CONTINUOUS AIR FLOW TO VENTED / KARP RESIDENCE _ATTIC C i CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL PROJECT DESCRIPTION: SHINGLE ROOF ,i FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR D -10 -3.0 =m" "mm = EXTERIOR ALTERATIONS PROJECT REQUIREMENTS. SECTIONS GENERALLY MAKE _.,..,_.�.�,,,_...... ROOF PAPER "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL PHASE: �'PLYWOOD ROOF / LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT _______ B SHEATHING / WOOD RAFTER W/BATT WITH ANY ISSUES OR QUESTIONS I.".._ ....... -�3.0 INSULATION CONSTRUCTION CD i`11 1l2"GYPSUM CEILING BD -: � METAL DRIP EDGE CATHEDRAL CLG) =- ❑ ❑ - CHECKED BY: INCEPTION DATE: JCG 03.14.2023 1x6 FASCIA BD LOCKING LOAD PATH o DBL TOP PLATE DRAWN BY: CURRENT DATE: PVC VENTED I THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD - " � JCG 12.12.2023 SOFFIT 1/2"GYPSUM WALL PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& "PLYWOOD ROOF I BOARD CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL A DRAWING TITLE: SHEATHING WOOD FRAMED WALL W/ DISCREPANCIES TO THE ARCHITECT. SIDING OVER HOUSE I BATT INSULATION BUILDING SECTIONS WRAP BARRIER AA & BB & CC & DD EV-1 I EAVE DETAIL SHEET NO: KEY PLAN Amlo BUILT-UP WOOD COLUMNS STRUCTURAL LEGEND TABLE R403.1 TABLE R402.2 GENERAL NOTES FILE LOCATION: MINIMUM WIDTH CF CONCRETE OR MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE DESCRIPTION SYMBOL KEY MASONRY FOOTINGS a CONTRACTORS MUST REFER TO GENERAL NOTES, SHEET GN-1 FOR PROJECT REQUIREMENTS. BEARING WALL LOAD BEARING VALUE OF SOIL 1TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTH a(F'c) REVISIONS: BUILT-UP WOOD COLUMN IN WALL 1,500 PSF 2,000 PSF 1 3,000 PSF :54,000 PSF WEATHERING POTENTIAL STRUCTURAL DESIGN VALUES BEARING WALL FROM ABOVE(USUALLY NO. DATE DESCRIPTION CONVENTIONAL LIGHT-FRAME CONSTRUCTION NEGLIGIBLE MODERATE SEVERE 4'4'FOR 2x4 BEARING ATOP A BEAM) SAWN LUMBER DOUG-FIR LARCH(NORTH)#2 ADD SI(YPLANE LINE -#e'FOR 2x6 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 PSI 2500 PSI 2500 PSIC A 03.28.2024 2-�"FOR 2x8 POST DOWN (AS SPECIFIED)-REFER TO EXPOSED TO WEATHER Fb=900 psi ALL NOMINAL FRAMING DETAILS FOR BUILT-UP WOOD POSTS ® 2 STORY 15 INCHES 12 INCHES 12 INCHES 12 INCHES STRUCTURAL COMPOSITE GEORGIA PACIFIC GP LAM 2.0E-310OF 2 BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 PSI 2500 PSI 2500 PSI a " 2-3"NAILS,TYP. 3-STORY 23 INCHES 17 INCHES 12 INCHES 12 INCHES GARAGE FLOOR SLABS Fb=3100 psi LVL, PSL 3 POST FROM ABOVE&ATOP BEAM El4-IN BRICK VENEER OVER LIGHT FRAME OR 8"HOLLOW BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2500 PSI 3000 PSI 3000 PSI(USUALLY BEARING ATOP A BEAM) CONCRETE MASONRY AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE GLUE LAMINATED TIMBER ANTHONY POWER BEAM 30E-2.1E 4 _ STEEL COLUMN OR STEEL TUBE 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES WEATHER Fb=3000 psi GLULAM a 2-PLY 3-PLY 4-PLY ® PORCHES,CARPORT SLABS AN STEPS EXPOSED TO 2500 PSI 3000 PSI ,e, 3000 PSI ,e, STEEL BEAMS BEAMS&GIRDERS 5 2-STORY 21 INCHES 16 INCHES 12 INCHES 12 INCHES WEATHER,AND GARAGE FLOOR SLABS t"! STEEL COLUMN OR STEEL TUBE FROM 3-STORY 32 INCHES 24 INCHES 16 INCHES 12 INCHES Fy=36 ksi WIDE-FLANGE 6 ABOVE(USUALLY BEARING ATOP A BEAM) ® ® a. Strength at 28 days psi. EACH PLY OF COLUMN 8-IN SOLID OR FULLY GROUTED MASONRY b. See table r301.2(1)for weathering potentialc. STEEL PIPE COLUMNS ASTM A501 MIN lc/"NAILS STAGGERED TO BE CONNECTED TO "LVL"BEAM: LAMINATE STRAND LUMBER " e air-entrained LVL c. Concrete in these locations that may be subject to freezing and thawing during construction shall be concrete in 7 AT 6"c/c,TYP. 1 "x9}� - _ _ GYPSUM BOARD WITH "PSL"BEAM: PARALLEL STRAND LUMBER 1-STORY 16 INCHES 12 INCHES 12 INCHES 12 INCHES accordance with footnote d. Fy-36 ksi PIPE COLUMN DRYWALL SCREWS @16"c/c "MU BEAM: MICRO-LAM ENGINEERED 1 "x9}_ PSL d. Concrete shall be air-entrained.total air content(percent by volume concrete)shall not be less than 5 percent or more than 7 STEEL TUBE COLUMNS ASTM A500-GRADE B EK PROVIDE BLOCKING TO ADJACENT OR NAILED @8"c/c TYP. "GLAM"BEAM:GLUE LAMINATED " " 2-STORY 29 INCHES 21 INCHES 14 INCHES 12 INCHES percent. STUD EACH SIDE AS ALTERNATIVE 1 x9� ML (CENTERLINE) e. See section r402.2 for minimum cement content 9 TO NAILING COLUMN TO SHEATHING GYPSUM BOARD 3"x12" GLAM 3-STORY 42 INCHES 32 INCHES 21 INCHES 16 INCHES Fy=46 ksi SQAURE COLUMNS f. For garage floors with a steel troweled finish. reduction of the total air content (percent b _ - ON EACH FACE - �p y CONCRETE WALLS, FOOTINGS,&SLABS MINA"SHEATHING a.Where minimum footing width is 12 inches, use single w the of solid or volume of concrete) to not less than 3 percent is permitted if the specified compressive STEEL BEAM(CENTERLINE) W12x35 g g y strength of the concrete is increased to not less than 4,000 si. ON ONE SIDE _ ��� fully grouted 12-inch nominal concrete masonry units is permitted. p 3000 psi 3500 psi GARAGE SLAB UPSET FLUSH BEAM WOOD SHEATHED WALLS INTERIOR PARTITIONS FJ=FLOOR JOIST DJ=DECK JOIST � 2X10 FJ SOIL UNDISTURBED SOIL NYS STATE LAW: CJ=CEILING JOIST CT=COLLAR TIE 016"OCR 1.5 TON-3000 PSF G.C.VERIFY SJ=SOFFIT JOIST I I UNAUTHORIZED ALTERATION OR FREE STANDING BUILT-UP WOOD COLUMN RR= ROOF RAFTER 2X10 RR FRAMING NOTES ADDITION TO ARCHITECTURAL RT=RAFTER TIE E 01 6"Or PLANS OR SPECIFICATIONS �a"FOR 2x4 TABLE R301 .7 TABLE R301 .5 STRUCTURAL STEEL NOTES BEARING A LICENSED ARCHITECT'S a _ B 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS SEAL IS A VIOLATION OF PART " 8'FOR 2x6 INDICATES CONNECTION WHERE(2) T ALLOWABLE DELFECTION OF MINIMUM UNIFORMLY DISTRIBUTED NOTED OTHERWISE. 2�"FOR 2x8 BEAMS INTERSECT-BEAM'A'IS BEING r 69.5.B OF TITLE 8 OF THE r; 3" 4�" 6 FASTENED INTO BEAM'B'BY MEANS OF STRUCTURAL MEMBERS a,b,c, THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL LIVE LOADS OFFICIAL COMPILATION, CODES, CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED NAIL NAIL NAIL A METAL CONNECTOR OR AS SPECIFIED THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. OTHERWISE. RULES AND REGULATIONS 2 ROWS TYP. IA STRCUTURAL MEMBER ALLOW. DE=LECTION USE LIVE LOAD OF THE STATE OF NEW YORK. " , 1 ROW,STAGGERED,FOR RAFTERS HAVING SLOPED GREATER L/180 ATTICS WITH LIMITED STORAGE 20 PSF ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED COLUMN WITH 2x4 PLIES THAN 3/12 WITH NO FINISHED CEILING REQUIREMENTS: OTHERWISE. $ 2"FOR 2-PLY ATTACHED TO RAFTERS ATTICS WITHOUT STORAGE 10 PSF A) ALL HOT ROLLED SHAPES SHALL CONFORM TO THE 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL ARCHITECT'S SEAL& SIGNATURE: 2;"FOR 3-PLY INTERIOR WALLS&PARTITIONS H/180 DECKS 40 PSF REQUIREMENTS OF ASST.A572 GRADE 50 OR ASST. 36. ALL LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. 3a'FOR 4-PLY2 PLY 3-PLY 4-PLY PROPOSED HOT ROLLED SHAPE FRAMING MEMBERS SHALL FLOORS& PLASTERED CEILINGS L/360 EXTERIOR BALCONIES 60 PSF D ARC,TO A572 UNLESS SPECIFICALLY NOTED ON THE PLAN 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. ALL OTHER STRUCTURAL MEMBERS L/240 GUARDRAILS AND HANDRAILS 200 PSF THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH NOTES: 1. NO SPLICES SHALL BE MADE IN ANY BUILT-UP WOOD COLUMNS B) ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE SIDE. 2. DETAILS ABOVE ONLY APPLY TO SPF COLUMNS. EXTERIOR WALLS WITH PLASTER OR H/360 GUARDRAILS IN-FILL COMPONENTS 50 PSF REQUIREMENTS OF ASST.A36. C) ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS - 3 ALL NAILS TO BE COMMON WIRE NAILS. STUCCO FINISH PASSENGER VEHICLE GARAGES 50 PSF SHALL CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. EXTERIOR WALLS-WIND LOADS L/240 (Fay=46 SKI). WITH BRITTLE FINISHES ATTICS WITH STORAGE 20 PSF 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY EXTERIOR WALLS-WIND LOADSa L/120 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN CODE. �� 03805, OQ� WITH FLEXIBLE FINISHES ACCORDANCE WITH DISC STANDARDS AND TO SATISFY THE SLEEPING ROOMS 30 PSF BEAMS END REACTIONS. THE CONTRACTOR SHALL SUBMIT 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS For NE`N a.The wind load shall be permitted to be taken as 0.7 times the CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. REQUIRE BY CODE. JOIST NOTCHING Component and Cladding loads for the purpose of determining ttle STAIRS 40 PSF THE CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL deflection limits herein. ENGINEER LICENSED IN NEW YORK STATE AND SHALL BEAR HIS 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE SIGNATURE AND PROFESSIONAL SEAL. THE CALCULATIONS "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC. SHALL BE b, For cantilever members,L shall be taken as twice the length of the RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM.SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS.cantilever.f c. For aluminum structural members or panels used in roofs or REPORT ALL DISCREPANCIES TO THE ARCHITECT. ;dalls of 2 INCHES MIN. t sunroom additions, patio covers, not supporting edge of glass or sandwich BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A32 -�-..t panels,the total load deflection shall not exceed L/60.For san�w'ch AND SHALL BE 3/4"DIA.TYPE'F'(SLIP CRITICAL)UNLESS 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS >� „�__..,. NOTCH MAX. P t`1Ax. 13©F JOIST 'lf,OF panels used in roofs or walls of sunroom additions or patio cove,.>,,the OTHERWISE NOTED ON PLANS OR DETAILS. DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. 7"JOIST DE!'TH} total load deflection shall not exceed L1120 ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND JOIST DEPTH 2 INCHES MiN. _.a RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY G CONNECTORS y� < -- (A.W.S.)"STRUCTURAL WELDING CODE"AS APPLICABLE WITH NAILING & FRAMING MAX. VA OF t-, MIDDLE tl3 OF SPAN REGARD TO WORK CONFORMING TO THE AISC. CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL JOIST DEPTH NO NOTCHES ALLOWED �. STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR TOP CAR BOTTOM LVL BOLTING CHART E70XX ELECTRODES. WELDERS MUST HAVE CURRENT NEW YORK PROJECT REQUIREMENTS. SECTIONS GENERALLY MAKE STATE CERTIFICATION. "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE "1,NJ FastenerSr,hedule 3�"W�dF° �'Wo1e 7'"Uhde NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALLALL OPEN WEB JOIST CONSTRUCTION SHALL BE IN ACCORDANCE LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT # L WITH THE SPECIFICATIONS AND RECOMMENDATIONS OF THE WITH ANY ISSUES OR QUESTIONS STEEL JOIST INSTITUTE(SJI). ALL JOISTS SHALL BE BRIDGED TO - ----- -- - Number of Fastener THE RECOMMENDATIONS OF THE SJI AS A MINIMUM. BRIDGING ..,.�.. STUD NOTCHING Fastener On�en(er SHOWN IN PLANS MAY EXCEED THE SJI REQUIREMENTS AND JOHN C. GRAMLICH Fastener Type Rows Spad7g(in) 2-Ply Ih" 3-Ply I/4' I/+"+3A" 4-Ply I/. 2-Ply 1/."+3A" 2-PIy3/:" SHALL BE PROVIDED. ROOF JOISTS SHALL BE PROVIDED WITH ARCHITECT UPLIFT BRIDGING ALONG THE BOTTOM SICHORDS AT THEIR EXTERIOR OR NON6EARING 10d(0.128"x T)Nal1s 3 12 545 405(Es) 405 - 360(ES) - SUPPORTS. JOIST BRIDGING SHALL BE ANCHORED TO THE �� 6"DIAMETER BEARING WALL PARTITION 4 12 725 545(ES) 545 - 485(ES) - STRUCTURAL STEEL FRAMING. 248 ROUTE 25A-SUITE#3066 Z 12 565 425 ES) 425 - 375 ES `:. i. ', EAST SETAUKET, NY 11733 16d(0.162"x 3 i/,')Nails ,, 3 12 845 635(Es} 635 - 563(ES) - ALL STEEL DECK CONSTRUCTION SHALL CONFORM TO THE TEL(631)384-1752 24 505 380 525 340 465 860 SPECIFICATIONS AND RECOMMENDATIONS OF THE STEEL DECK STUD FACE STUD FACE .,:: :, REFLECTtVE WN17F n s -•..-. R5r18¢4N6 RED Ala INCH MIN. !g INCH MiN. %z"Through Bolts 2 19.2 635 4 55 655 425 585 1075 INSTITUTE(SDI). ALL STEEL DECK SPECIFIED IS MANUFACTURED pnxroreenp ° h .>„�s` , JCGRAMLICH@GMAIL.COM 16 760 570 790 Say 700 1290 BY UNITED STEEL DECK USD THE DECK SHALL BE FASTENED TO BORED HOLES BORED HOLES THE SUPPORTING MEMBERS AND ALONG THE SIDE LAPS TO USD CLIENT INFO: DIA,40%OF STUD WIDTH, DIA.60%OF 24 680 slo(Es} 510 - 455(ES) - AND THE SDI SPECIFICATIONS AND RECOMMENDATIONS. ,-`Po 60%OF STUD WIDTH IF STUD WIDTH SDS'A"x 3'A" 2 19.2 850 640 ES 640 - 565 ES STUD DOUBLE MAX. ( } ( ) - 16 1020 765(ES) 765 - 6so(Es) - STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED / JESSICA & BRYAN 1 24 - - - 555(ES) 555(ES) 680(ES) KARP NOTCH --1 -I NOTCH WITH ONE SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS 25%OF STUD 40%OF STUD sDS'/,"x 6" 2 19.2 - - - 695(ES) 695(Es) aso(Es) TO BE TOUCHED UP WHERE THE PAINT FINISH HAS BEEN WIDTH MAX, WIDTH MAX. 16 - - 835(ES) 835(ES) 1020(ES) DAMAGED. STRUCTURAL STEEL SURFACES IN CONTACT WITH 58525 COUNTY RD 48 24 500 375 Es 375 - 335(ES) - CONCRETE SHALL NOT BE PAINTED. IN LIEU OF PAINTING,THE USP WS35 2 19.2 625 470(ES) 470 - 415(ES) - CONTRACTOR IS TO PROVIDE FOR THE GALVANIZING OF ALL , „� rr GREEN PORT, NY 11944 16 750 565(ES) 565 - 500(ES) - EXPOSED STEEL. ? 24 - - - 335(ES) 335(ES) 500(ES) •;'� ,,:".,,i � ,, USP WS6 . 2 _ 19.2 - - - 415 Es 415(ES) 625(ES) STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PAINTED 16 - - - Soo(ES) 500(ES) 750(E5) WITH PRIME AND TOP COATS WITH AN APPROVED PAINT SYSTEM. , f 24 535 400(ES) 400 - 355 ES - � �12 * PROJECT INFO: WIND SPEED ASCE 7 16 130mph _ ( } THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL -, ,,; „ 74 STROKE 3/"TrussLok' 2 19.2 670 500(ES) 500 445(ES) - The construction type , ; 16 800 600(ES) 600 - 535(Es) _ STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY designation shelf be "" =& 58525 COUNTY RD 48 24 - 435 435 385(ES) 580(ES) THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. "t",•it-,«Ilf•estwor•v GREENPORT, NY 11944 5"TrussLok 2 _.19.2 - 545 545 - 485 ES 725 ES to ind►cate,the construction T Hazards by Location ( } ( ) ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW classification of the - - REGULATORY AL I6 655 655 580(ES) 870(ES) YORK STATE BUILDING CODE AND OTHER REGULA structure urf<fer DESi{3NATI+DN FOR STRUCTURAL section 602 of the 6GNYS COMPONENTS THAT ARE©F 2a - - - 385 385 580 AGENCIES HAVING AUTHORITY OVER THE WORK. Y�L'i> t viaurv'v�,s�}`4 Y"F - r - - - 63/"TrussLok 2 19.2 465 485 725 TRUSS TYPE CONSTRUCTION 16 - - - 580 580 870 THE DIMENSIONS SHOWN ARE BASED ON EXISTING " 58525 County Rd 48,GreenporL NY 11944,USA . P`, :. ■ ez " noon rzefaRltwa,ntccuotaa .:` ,.:.,. .. ,.r:, HE CONTRACTOR SHALL VERIFY ,naaTe�s. CONSTRUCTION DOCUMENTS T ��' • ■ F _ PROJECT TITLE' crRoarts i►Na seaters ALL DIMENSIONS IN THE FIELD. ■ ■ •,:rprF!,,ly;, ,r,or r S ,., .t i_,t r .'�,ro:. , I."ll indicates fasteners must be installed from each side of the beam with the given 3.For 3 rows of fasteners,multiply tabulated values for 2 rows by I.S.Center and stagger ■R" T ROOF FRAMING KA R P RESIDENCE fasteningschedule.Stagger fasteners on opposite side of beam b u to one-half the BUILDING per ;y�.s egg pP Y P middle row by one-half the required o.c.spacing for depths less than I !,", rrr*[�.f! ti't�t g�,ir Wind - required fastener on-centerspadng, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL Jam,` 1dnx1 4.Do not use fastener schedule if fastener clearances,required staggering and offsetting,or " PROJECT DESCRIPTION: 2.For mils.tabulated values ma be multiplied b 20 for 6"o c.spacing and b 3.0 for FR FLOOR AND ROOF FRAMING Y Y P g Y required cannot met.Consulttechnkalrepresentative forothero eons. STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY STANDARDSANDCOUES .. 4"o.c.spacing.For bolts,tabulated valres for 24"o.c.may be multiplied by 2.0 for 9 gP 12"oc.spacing For structural screws,tabLAZtedY:aues for 24"o.c.may bemultiplied THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. . ........... .................. ....... ..... EXTERIOR ALTERATIONS f� by 20 for 12"o.c.spacing,by 4.0 for 6"o.c.spacing and by 6.0 for 4"o.c.spacing. I PHASE: +� ENGINEERED FRAMING SIGN CONSTRUCTION (CD) w ASCE d-1� ✓E`f?r''!%.s'C.`'�`"?.P?r: a "li"?:'?f''t MRI 10-Year 76 rml• TITLE 19 OF THE OFFICIAL COMPILATION OF CODES, RULES AND CHECKED BY: INCEPTION DATE: MRI25-Year -. .. _. ..._.. . .., $7 In�::, STRUCTURAL LOADING REGULATIONS OF THE STATE OF NEW YORK, PART 1265. JCG 03.14.2023 DESCRIPTION LIVE DEAD TOTAL ALL NEW,ADDITIONS TO EXISTING, OR REHABILITATION OF EXISTING MRi 50-Year .,. g. RESIDENTIAL STRUCTURES UTILIZING TRUSS TYPE CONSTRUCTION, DRAWN BY: CURRENT DATE: ROOF(PITCH ABOVE 6:12) 30 15 45 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER MRI 100-Year .. . .. .. .. . 105 :;.' CONSTRUCTION REQUIRE THE FOLLOWING: JCG 12.12.2023 ROOF(PITCH 5:12& BELOW) 45 15 60 Risk Category 1 .., . ..... 119 fno ROOF FLAT(3:12&BELOW) 50 15 65 1. THE PROPERTY OWNER OR THE PROPERTY OWNER'S DRAWING TITLE: REPRESENTATIVE SHALL COMPLETE A FORM PRESCRIBED BY THE Risk Category if 128 v,; ATTIC STORAGE 40 15 55 STATE FIRE PREVENTION AND BUILDING CODE COUNCIL STRUCTURAL NOTES ATTIC NO-STORAGE 20 15 35 DESIGNATING THE STRUCTURE AS TRUSS TYPE, PRE-ENGINEERED CRITERIA Risk Category ill : 137 _: WOOD OR TIMBER CONSTRUCTION AND FILE SUCH FORM WITH THE .„.-;_-y,-.,;,>..,,..-a,�,:,«,r,+r,,.,,. ;.",.,, :-�„ram, 2ND FLOOR 50 15 65 APPLICATION FOR A BUILDING PERMIT. SCHEDULES & DETAILS r. 1ST FLOOR 60 15 75 f %. °.- "--- "•'' =;''•; °"-.-.`':. :. > - 2. A SIGN SHALL BY AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE SHEET NO EXTERIOR DECK 60 15 75 EXTERIOR OF THE RESIDENTIAL STRUCTURE. (REFER TO PART 1265 ., >..,;,.:: v;;:.`:..:',...:-.:.;;`:.. .. .,;:. . ,.. .. ..... ......,....,. .,. WHERE NO ELECTRIC BOX EXISTS) 3. THE SIGN SHALL BE AS SHOWN&DESCRIBED IN THE FIGURE BELOW &SHALL BE OF STURDY,NON-FADING,WEATHER-RESISTANT MATERIAL. • OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 NAILING SCHEDULE IRC NAILING SCHEDULE IRC FILE LOCATION: TABLE 602.3(1) TABLE R602.3(1) FASTENING SCHEDULE-continued FASTENING SCHEDULE USE A MIN.OF(2)8d NAILS THIS HDU5 WITH SDS 2.5 WOOD ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE REVISIONS: 12" SIDE OF TRUSS(4)8d NAILS SCREWS O Floor OF FASTENER'b° SPACING AND LOCATION MINIMUM INTO TRUSS 3-16d box 31,1"x 0.135";or Roof 24 2"subtloor to joist or girder ( _ ) Blind and face nail NO. DATE DESCRIPTION • 16d common 3/ 'x 0.162' O vc''l O ( 4-8d box(21/2"x0.]13'�or N • • ° ° 1 -' 3-8d common(21/ "x o.13t'� ADD SKYPLANE UNE E 5/8"DIA.THREADED ROD „ 3-16d box(3 /2 x 0.135 );or 1 Blocking between ceiling oists or rafters to to late , or �3.2$.2�24 231� LSTA 1 1/4"WIDEx 15" SHORT SIDE 25 2 planks(plank&beam-floor&roof) 2-16d common(3'!Z"x0.162") At each bearing,face nail bJ P P 3-lOd box(3'x 0.128�,or Toe nail 3-3"x 0.131"nails LONG 20 GA.STEEL OF STUD 3-16d common(31/r"xO.162'� 4-8d box ' 2 STRAP BY'SIMPSON'. / 4-10 box(3'x 0.128'),or 3-8d common(21/,"110 131r i0...1 SECURE WI(6)10d 7 � �C BOTTOM PLATE OF WALL 26 Band or rim joist to joist 4-3"x 0.131"nails;or End nail 2 Ceiling joists to top plate 3- : ).or Per'Dist toe nail COMMON NAILS ON EACH j „ _ 4-3 x 14 ga.staples, /a crown lOd box(3"x 0.128'�;or J 3 ° RAFTER /7 3-3'x 0.131"nails 5/8"DIA.THREADED ROD 20d common 4"x 0.192";or Nail each laver as follows:32"o.c. Ceilingjoist not attached to parallel railer,laps over 4-10d box 3"x 0.128' • 4 ° RAF � at top and bottom and staggered. 3 partitions[see Sections R802.3.1,R802.3.2 and'fable 3-16d common Q Y,"x 0.162');or Face nail DBL TOP PLATE OF WALL 1 Od box(3"x 0.128');or 24"o.c.face nail at top and bottom R 802.5.1(9)] 4-3"x 0.131"nails 5 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides - 27 gg PP Ceiling joist attached to parallel rafter(heel joint) SHORT SIDE layers And: 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail R802.5.1 9 RIDGE BOARD HDU5 WITH SIDS 2.5 WOOD OF STUD 2-2Od common(4"x 0.192'),or O] 6 ° 3-1 Od box(3"x 0.128'�;or Face nail at ends and at each splice SCREWS 1 4-1 Od box(3"x 0.128"y or e 3-3"x 0.131"nails 5 Collar Ue to ratter,face nail or 1 /a x 20 ga.ridge strap to 3-1 Od common 3"x 0.149' - orZ7 ---- ------------ - - ----------- ----- railer ( �> Face nail each rafter USE A MIN.OF(2)8d NAILS INTO ° • O 4-16d box(3'/Z"X 0.135');or 4-3"x 0.131"nails PLATES �° 28 Ledger strip su ortin oists or rafters 3-16d comrnon(3'/-"x 0.162'�.or 3-16d box nails 31/ "x 0.135' ;or g p PP gJ 4-1 Od box(3"x 0.129');or At each joist or rafter,face nail 3-1 Od common nails 3"s 0.148' 2 toe nails on one side and 1 toe nail Al 4-3"x 0.131"nails 6 Railer or roof truss to late or ( �'USE A MIN.OF(8)8d NAILS INTO P on opposite side of each railer or 9 STUD 29 Bridging to joist 2-10d(3"x 0.128'� Each end,toe nail 4-1Od box(3"x 0.128');or truss' - 4-3"x 0.131"nails SPACING OF FASTENERS _ ITEM DESCRIPTION NUMBER AND Intermediate 4-16d(3'/,"x 0.135"),or OF BUILDING ELEMENTS TYPE OF FASTENER',b,0 Edges supports,,* 3-10d common(31/2"x 0.148');of Toe nail (inches)" (inches) 4-10d box(3"x0.128');or Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails FC-1 RAFTER TO RIDGE CONNECTOR FC-2 RAFTER & CEILING JOIST TO STUD FC-3 STUD TO STUD BETWEEN FLOORS Wood structural panels,Table R6or,roof and wood s r structural sheathing xt framing and particleboard wall sheathing to framing 7 to minimum 2"ridge beam i „ NYS STATE LAW: [see Table R602.3(3)for wood structural panel eMerforwall sheathing to wall framing) 3-16d box 3 /Z X 0.135�;or 6d common(2"x 0.113'�nail(subfloor,wall}' r 2-16d common(31/2"x O.162'�;or 30 '/ "- `1 " 6 12 3-10d box 3"x A128' or End nail UNAUTHORIZED ALTERATION OR ' 8 8d common(2'r' "x 0.131'?nail(roof) ( �; r 3-3"x 0.131"nails 31 ''/, 1" 8d common nail(2'/2"x0.131') 6 12' Wall ADDITION TO ARCHITECTURAL l Oil 2common X 0.(3"x deformed )nail: l 6 12 16d common(3 r x 0.16�) 24 o.c.face nail 0. 1, „ . ,, PLANS OR SPECIFICATIONS 32 l 1,s"-]'/'" Rd(21IZ"x 0.131'�defornned nail R Stud to stud(not at braced wall panels) BEARING A LICENSED ARCHITECT'S 10d box(3"x 0.128'�;or Other wall sheathing' 3"x 0.131"nails 16"o.c.face nail SEAL IS A VIOLATION OF PART 33 1/,"structural cellulosic fiberboard 11/2"galvani7ed roofing nail,'/16"head 3 6 16dbox 3'/ "x0.135" 69.5.E OF TITLE 8 OF THE sheathing diameter,or I"crown staple 16 ga., 1'/,"long ),or 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nflils 12"o.c.face nail OFFICIAL COMPILATION, CODES, H8 HURRICANE TIE SECURED W! 25/ 3 at braced wall panels) 5 10dxl 1/2"NAILS TO RAFTER ° 34 'a structural cellulosic 1 / "galvanized roofingnflil, I headdiame- ( p ) RULES AND REGULATIONS USE 5 8d NAILS IN EVERY O fiberboard sheathing ter•or 1"crown staple 16 ga., 11l,"long 3 6 16d common(3'/="x 0.162') 16"o.c.face nail ( ) &(5)8d TO PLATES r OF THE STATE OF NEW YORK. OTHER HOLE IN EACH ROW •• i d III,"galvanized roofing nail;staple galvanized, 10 Built-up header 2 to 2"header with spacer) 16d common(3 /Z"x 0.162 16 o.c.each edge face nail • = 35 ': gypsum sheathing 1 1 , 7 7 P ( �� o z • l /, long-. 1 /, screv<s,'type� or S 16d box(3V, x 0.135') 12"o.c.each edge face nail � 'Z w N 36 5i "gypsum sheathing° 13/4"galvanized rooting nail;staple galvanized, 5-8dbox(2'/,"x0.113'J;or ARCHITECTS SEAL& SIGNATURE: .• e g P g 1`/s"long; 15/e"screws.Type W or S 7 7 11 Continuous header to stud 4-8d common(21/,"x 0.131');or Toe nail Wood structural panels,combination subfloor underlaymentto framing 4-1 Od box(3'x 0.128") HURRICANE TIE SECURED W/(5) H2 HURRICANE TIE SECURED Wl 3r 6d deformed(2"x 0.120')nail;or 16d common(3V,"x 0.162') 16 o.c.face nail x o 37 4"and less 2 p;ED Alq 1 Odxl 1/2"NAILS TO STUD &(5) (5)8d NAILED TO PLATES&(5)8d Rd common(2'/2"x 0.13 1')nail 6 1` 12 Top plate to top plate 10d box(3"x 0.128');or �F. m z J 8d TO PLATES ° NAILED TO RAFTER 3R 'i " t" Rd common(2'/,"x 0.131")nail;or 3"x 0.131"nails 12 o.c.face nail �GJ Rq a a $ - Rd deformed(21/2"x0.120')nail 6 12 �C? .j$� �♦ Lu 0- 7) 8-16d common(3 /Z x 0.162');or Q Q C) 1 l Od common(3"x 0.148")nail:or Double top plate splice for SDCs A-D2 with seismic braced 12-16d box 3'/2"x 0.135"):or • ° 39 Rd deforned(21/2"x 0.120')nail 6 12 13 wall line spacing<25' 12-1 Od box 8"x 0.129')-,or Face nail on each side of end joint ° o • 12-3"x 0.131"nails (minimum 24"lap splice length each ° o •° For ST: 1 inch=25.4 mm,1 foot=304.8 mm,I mile per hour-0.447 in I ksi-6.895 Alta. side of end joint) e CS COILED STRAP Double top plate splice SDCs D.,D„or D2;and braced wall 12-16d 3'/ "x 0.135' 1-114"x 20GA.@16"OC (contirnted) line spacing 25 ' ( 2 S� .• z r (continued) "9r 038051 "' J �©F NE H8 HURRICANE TIE SECURED WI • W USE(5)8d NAILS IN EVERY NOTE:USE H2 WHEN (5)10dx1 1/2"NAILS TO STUD & OTHER HOLE IN EACH ROW STUD&RAFTER ALIGN (5)8d TO PLATES TABLE R602.3(l)-continued FASTENING SCHEDULE REM DESCRI?TION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER',b` SPACING AND LOCATION NOTE:USE H8 WHEN _ STUD&RAFTER DO 16d common(3V,"x 0.162'� 16 o.c.face nail Bottom plate to joist.rim joist band joist or NOT ALIGN 14 blockingnot at braced3,nll panels) 16d box(31/,"x0.135";or ( P` ) ) 12"o.c.face nail 3"x 0.131"nails fi FC-4 WALL TO WALL STRAPPING FC-5 STUD TO PLATE & RIM BOARD FC-6 RAFTER TO TOP PLATES & STUD ` l 5 Bottom plate to joist,rim jot '.,htmd joist or 2-16d common(3 1; .135' ;or or 2 each 16"o.c.face nail t.1 3-16d box(3'/ "x 0.135�;or 3 each I6"o.c.face nail blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16 o.c.face nail I 4-8d box(21/"x 0.113'T or - 3-16d box(3f/,"x0.135'�;or T 4-8d common(21/,"x0.131");or Toe nail 4-1Od box(3"x0.128');or 16 Top or bottom plate to stud 4 3"x 0.131"nails ✓ T� CEILING JOISTS 3-16d box(31/,"x 0.135');or 2-16d common 31/ "x0.162' :or ce DBL TOP PLATES11 ( a ? _ A 3-1 Od box(3"x 0,1281):or End nail A 3-3"x 0.131"nails A35 CO ECTOR REO' 3-1 Od box(3"x 0.128");or @TOP OTTOM OF AC4 POST CAP EACH SIDE OF 17 Top plates,laps at corners and intersections 2-16d common(3'/2"x 0.162'):or Face nail ALL CRI I'LES. HDR BEAM.USE(12)16d NAILS t . 3-3"x 0.131"nails HEADER GRIPPE @16"OC IN BEAM&(8)16d NAILS IN POST 3-8d box(2!z"x 0.113');or i JOHN C. GRAMLICH FOR EACH CONNECTOR 18 1"brace to each stud and late 2-8d common(21/Z"x 0.131'�;or ARCHITECT H8 CONNECTOR 2-1 Od box(3"x 0.128'�;or Face nail 2 staples 13 P /4" 3-8d box(21/2"X 0'113');or 248 ROUTE 25A-SUITE#3066 19 1"x 6"sheathingto each hearing 2-8d common(21/z"x 0.131");or Face nail EAST SETAU KET, NY 11733 g 2-10d box(3"x0.128')';or KING STUDS 2 staples, 1"crown, 16 ga., 13/4"long TEL (631)384-1752 JACK STUBS 4'-0"PERIMTER ZONE PANEL 3-8d box(2'i "x0.113').or JCGRAMLICH@GMAIL.COM EDGE NAILING 3-8d common(21/r"x 0.131");or ABW44Z(4x4 POST)OR ABW66Z Q 4'-0"PERIMTER ZONE PANEL 3-]Od box(3"x Oil28"):or (6X6 POST)ADJUSTABLE POST FIELD NAILING 3 staples, 1"crown, 16 ga., 13/4"long CLIENT INFO: BASE W/ 8 1 Od NAILS IN POST 20 1"x 8"and wider sheathingto each bearing -- ---% - --- /4 -_n-------- O 4"O.C.NAIL SPACING 6 4-8d box(2%z" 0.113'�;or Face nail J ESS I CA & B RYAN 3-8d common(2/, x 0.131');or KARP ANCHORAGE INTO NEW CONC: r „ - USE 112"DIA.x 7"(MIN EMBED) LOOKOUT BLOCK 3-1 Od box(3"x 0.128");or ANCHOR BOLT I 4 staples, 1"croimi, 16 ga., I'/,"long ANCHORAGE INTO EXIST'G CONC: Floor 58525 COUNTY RD 48 DRILL&USE 112"DIA.x(4"MIN 4-8d box(21/,"x0.113')-,or GREENPORT, NY 11944 O'D IN THIS AREA EMBED (EXPANSION BOLT OR GABLE ,top pate or girder 3-Rd common „ ; ND TRUSS OR 0.1282 ��or � o� 21 Joist to sill, Toe nail BOTTOM PLATE r H8 CONNECTOR SIMILAR)FILL W EPDXY ENDWALL 3-lOd box(3 x SECTION A-A 3-3"x 0.131"nails 8d box(21/,"x 0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2112"x 0.131"):or PROJECT I N FO: plate(roof applications also) I Od box(3"x 0.128');or 6"o.c.toe nail FC-7 WINDOW & DOOR OPENINGS FC-8 POST & BEAM RAKE OVERHANG OUTLOOKER _ 3"x0.131"nails 58525 COUNTY RD48 3-8d box(2V2"x0.113"y,or GREENPORT NY 11944 23 1"x 6"subfloor or less to each jnist 2-Rd common(2'/,"x 0.131'�;or Face nail 3-10d box(3 x 0.128)',or 2 staples,1"crown,16 ga., 13/,"long (continued) RAFTER HANGERS 2x6 RR:LSU26(6)10d NAILS @LEDGER/HDR&(5)10d x 1Y2"@RAFTER WALL CONSTRUCTION PROJECT TITLE: 2x8 RR:LSU28(10)10d NAILS @LEDGER/HDR&(5)10d x 1y"@RAFTER HURRICANE TIE SECURED W/(5) TABLE R602.3(1)-continued 2xl0 RR:LSU210(10)1Od NAILS @LEDGER/HDR&(7)1Od x 1/2"@RAFTER 10dxl 1/2"NAILS TO STUD &(5) FASTENING SCHEDULE KARP RESIDENCE 8d TO PLATES BLOCKING @4'-0"O.0 Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum. a. average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.1442 inch but PROJECT DESCRIPTION: RAFTER LEDGER BLOCKING not larger erthan0.177inch.and100ksiforshankdiametersof0.142inchorless. EXTERIOR ALTERATIONS JOIST SHALL BE LOCATED DIRECTLY b. Staples are 16 gage wire and have a minimum'/,6-inch on diameter crown width. RAFTER JOIST HANGER OVER STUB,UNLESS TOP PLATE IS c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches orgreater. PHASE: DESIGN TO CARRY THE LOAD A A d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. GABLE END TRUSS OR e. Spacing of fasteners not included in this table shall be based on Table R602.3(2), ENDWALL f. R}rere the ultimate design in speed is 1, mph or less,nails for attaching wood structural panel roofsh cat hmg to gable end wall framing shall bie spaced 6 CONSTRUCTION (C D) inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be a spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. CHECKED BY: INCEPTION DATE: _ BLOCKING g. Gypsum sheathing shall conform to ASTA4 C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C208. FRAMED WALL h. SpaF_ cing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perim eters only. J C G 03.14.2023 JOISTS Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. DRAWN BY: ENT DATE: 1. iere a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from J CG 12.12.2023 CEILING&/OR FLOOR JOIST the ceiling joist to top plate in accordance with this schedule.The to,nail on the opposite side of the rafter sh<•dl not be required. MAX.it* L CEILING JOIST HANGER DRAWING TITLE: CEILING JOIST LEDGER FRAMED WALL H2 HURRICANE TIE SECURED W/ (5)8d NAILED TO PLATES&(5)8d NAILING SCHEDULES NAILED TO RAFTER SECTION A-A & METAL FRAMING NOTE:USE(2)H8 WHEN STUD CONNECTORS CEILING&/OR FLOOR JOIST HANGERS i I &RAFTER DO NOT ALIGN 2x6 CJIFJ:LUS26(4)10d NAILS @LEDGER/HDR&(4)1Cd @JOISTS NOTE:INSTALL BLOCKING AT ALL 1ST FLOOR 2x8 CJ/FJ:LUS28(6)10d NAILS @LEDGER/HDR&(4)10d @JOISTS FRAMING,2ND FLOOR FRAMING&ROOF RAFTER SHEET NO: FRAMING PARALLEL TO WALL 200 CJ/FJ:LUS210(8)10d NAILS @LEDGER/HDR&(4)10d @JOISTS FC-10 RAFTER & CEILING JOIST HANGER FC-11 CANTILEVER FLOOR JOIST & WALL FLOOR BRACING END WALL ■ FRAMING NOTES FILE LOCATION: 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS NOTED OTHERWISE. REVISIONS: 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED OTHERWISE. NO. DATE DESCRIPTION CMU 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED 03.28.2024 ADD SKYPLANE LINE OTHERWISE. 4. POSTS,AS SPECIFIED, SHALL BE PROVIDED UNDER ALL 2 LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. 3 I ' I 5. PROVIDE HEADERS AT ALL WINDOW& DOOR OPENINGS. - HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH 4 III i EXIST G��2 x6 , I� SIDE. - FJ ®16 OC 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS 5 D D SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. 6 PROVIDE(2)DOWELS EA.SIDE z REMOVE EXIST'G WINDOW. -3.0 OF OPNG.FILL OPNG SOLID WI I 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY 7 NEW P.CONC 3000PSI MIN.(TYP CODE. OF 6 OPNGS) (%Iaf p _ _ _ _ _ _ 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS W I� / ' � �IST'6- — — — — REQUIRE BY CODE. Unfinish d Cellar <\ I [pj2 2x1 GRDF - I - g - L_,_ 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE xi tg I I "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC. SHALL BE \ RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. 016 0G REPORT ALL DISCREPANCIES TO THE ARCHITECT. 00 N vo I I 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS NYS STATE LAW: EXIST'G 2 "x6 I �~ NEW FRAMED DECK ABOVE&ATOP EXIST'G B I C9 io B DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC.°` 11 I ' P.CONC STAIR BULKHEAD.NO CHANGE TO -3 0 I I ® I -3.0 FJ ®16"OC UNAUTHORIZED ALTERATION OR GROUND OR SUB-SURFACE I I X i? i I ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS NAILING & FRAMING CONNECTORS BEARING A LICENSED ARCHITECT'S III I) ¢�� / ► �� I I SEAL IS A VIOLATION OF PART I I C I I I CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL 69.5.E OF TITLE 8 OF THE I�ffi,•9d�111 % -3.0 I I I FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR OFFICIAL COMPILATION, CODES, PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE RULES AND REGULATIONS ✓ ®16 OCR j` I I I "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE OF THE STATE OF NEW YORK. EXIST'G CMU �� EXIST'G CMU Ft EXIST'G_ NOT ALL INCLUSIVE. CONTRACTOR MUST DETERMINE ALL LOCATIONS. REPORT ANY DISCREPANCIES WOR NOTIFY ARCHITECT QL �j(2)2x10 GRCR WITH ANY ISSUES OR QUESTIONS ARCHITECT'S SEAL & SIGNATURE: LOAD PATH 5���f_D ARcy I x U °xo O 00 U I THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD N O N O N O I I PATH".ALL POST LOADS, BEAM POSTS, ETC. SHALL BE RESOLVED& C9 io o(o O io I CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL * � 1- ® 1 I DISCREPANCIES TO THE ARCHITECT. X X Exposed X W U- W L_ W L� Pier s Crawl Space FouncIdation I I �� osaos'� pQ' Exist'g Ex I STEEL COLUMNS OFNE`N •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING I I SHALL BE AS NOTED •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL EXIST'G _ _ _ EXIST'G I EXIST'G �EXIST'G _ � T— Lq - _ CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 (2)2x10 GRDR (2)2x10 GRDR I I (2)2x10 GRDR I(2)2x10 GRD l� �J I 13� I SKI) •DO NOT USE ADJUSTABLE COLUMNS 1 •DO NOT USE 3"DIA COLUMNS '` ` : TUBE COLUMN PIPE COLUMNF' II ; / II N N N o o o I WOOD POSTS 9 co 9 (o i. o 10 I I '" • r ,, _) ® N ® N ® I I •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTUP ' X � X � X � POSTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED W � W t U- W � OTHERWISE. A I A •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEAN -3.0 -3.0 IT IS SUPPORTING. M 4,, -- I WOOD POST JOHN C. GRAMLICH ARCHITECT EXIST'G CMU — — - -� —� 248 ROUTE 25A-SUITE#3066 EAST SETAUKET, NY 11733 C TEL (631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: JESSICA & BRYAN N KARP 58525 COUNTY RD 48 1 FOUNDATION PLAN GREENPORT, NY 11944 - PROJECT INFO: 58525 COUNTY RD 48 GREENPORT, NY 11944 PROJECT TITLE: KARP RESIDENCE PROJECT DESCRIPTION: EXTERIOR ALTERATIONS PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 03.14.2023 DRAWN BY: CURRENT DATE: JCG 12.12.2023 DRAWING TITLE: FOUNDATION PLAN SHEET NO: Aft FRAMING NOTES FILE LOCATION: 1. ALL DEL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS NOTED OTHERWISE. REVISIONS: I i 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED NO. DATE DESCRIPTION I I OTHERWISE. _.. 4 ADD SKYPLANE LINE 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED 3.28.2024 _J ----- i OTHERWISE. Et.T Deck- _ _ I - - 9 2 zist'_ I 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL _,. ....,,...,_.._._ ___,_.._.,___...__....__.___.._ r --------------------^µ- � LUMBER BEAMS, ENGINEERED BEAMS& HEADERS. _ _ 3 2x8_ PERGOL_A RIM _ I T'� r�— I I I 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. I""". x8 ERG4LA"._,JQIS �16TOC .1.'_" I._,___ _" � t.._ .r" _ _ `.. "I HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH 4 - -I SIDE. �l .,1E�0C I �_ �Eo 5 - _..._-.___. ._. ��)._._. - - - 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. 6 - 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY _ CODE. 7 EXIST'G 2x8 I EXIST'G 2x8 I EXt^._Deck„ ____.__,_ I Exi _.� 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS RR @16"OC RR @16 OC t________.____ _ , st'g _ N0 r _____- I _ _ _ ___-.__._,_._____.. _ _ _ _, i REQUIRE BY CODE. N-M EXIST'G 2x6 I r----------- I __.__ _____..-_.___.____.__._ ___.,-__-._ _i 9 CJ @16"OC I I I i"--- -- - - - -.- --•"-.--.------._._.__� 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE r---------- "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC. SHALL BE -_ _,____.._.___.2Xu_.REQGni,�_�u� RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. r------------"1 OLA \IIYI REPORT ALL DISCREPANCIES TO THE ARCHITECT. 2x <A .14�I.,1�00 i It" 10. REFER TO THE APPROPRIATE TABLES&DETAILS WIITHIN THIS NYS STATE LAW: ----------NI x8 PER O A'LED DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. r-----------------------------------------------�,__...____.__ ._.___ ____.___.__.___ _,.__ _ _,_____ _ .__._ _ _ UNAUTHORIZED ALTERATION OR r"___r_ ADDITION TO ARCHITECTURAL t _ _ __ ..__. ___ _,_. __ - _____ ___-__ _______..__.__._.__. - _ _ . 2x10 RR 2x10 RR PLANS OR SPECIFICATIONS W00TIC __. __.___ __...__.._._ ,,,_._., _ _ _=1 ®16"OC I w16"OC NAILIN BEARING A LICENSED ARCHITECT'S G & FRAMING CONNECTORS �_.___..__._..._.____._.,_._____,_______�..___._�_____ ._._ _...�._..____.___,_________..._..,_ _ SEAL IS A VIOLATION OF PART I _._ . -_ �I �________R_E_MOV _E_XIS_T'_G_________ __ _ CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL 69.5.E OF TITLE 8 OF THE xl� EXIST'G 2x8 EXIST'G 2x8 x I '� e- -- 2x8 RR @16"OC N= RR @16"OC I RR @16"OC N= i - I FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR OFFICIAL COMPILATION, CODES, 2 8 CJ PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE RULES AND REGULATIONS E ALL EX _ k 6 OC "CALNOTL-OUTS" UOS REQQUIRED DETAILS TOR BUT DETERM ALLL OUTS ARE OF THE STATE OF NEW YORK. ALLt..Dec _ _ _ _N I 5� LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT Exist'g wp WITH ANY ISSUES OR QUESTIONS � ^ _ ARCHITECT'S SEAL& SIGNATURE: _.I PORTAL FRAME-SEE DETAIL PF-1/S-0.2 x- EXIST'G 2x6 ( LOAD PATH oo THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD _ _ _ i_ (2)1;j"x9j" _LVL HDR_ _ - 2 1�"x14 LVL_HDR _ I PATH".ALL POST LOADS, BEAM POSTS, ETC. SHALL BE RESOLVED& I — I� CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL 2x '$ PER OLS C' ' ' —J DISCREPANCIES TO THE ARCHITECT. 038051 Q' oxo v oxo p EXIST'G 2x8 EXIST'G 2x8 E'_______ REMOVE EXIST'G STEEL COLUMNS OF NON N N RR @16 OC I RR 016 OC 2x8 RR @16"OC ' 2x10 RR ( 2x10 RR •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING r- SHALL BE AS NOTED 57< Of � \ ®16"OC ®16"OC .ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL � I CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 X �' w I EXIST'G 2x6 I ®16 OC N SKI)= \ CJ @16"OC •DO NOT USE ADJUSTABLE COLUMNS �1 N •DO NOT USE 3"DIA COLUMNS \ pl X TUBE COLUMN PIPE COLUMN ' X Lo p N w,af p� WOOD POSTS , EXIST'G 2x8 RIDGE i i I •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTUP 71.. POSTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED y-_---, -_ _--- - •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEAN !' --_------ / ----- IT IS SUPPORTING.2x8 CJ `5 - I I I 00 C) CO 00 C) / ! 016 OC WOO POST x p N v x p I JOHN C. GRAMLICH N; O Nz I IN p 0i0 p 2x10 RR I 2x10 RRARCHITECT = N � @ N ® @16"OC 016"OC "I w w v w X I 248 ROUTE 25A-SUITE#3066 EXIST'G 2x8 ( EXIST'G 2x8 __ REMOVE EXIST'G _______� __��I EAST SETAUKET, NY 11733 RR @16"OC I RR @16"OC E` 2x8 RR �16"OC NIA TEL (631)384-1752 CJ ISTG @16"OC6 N ( JCGRAMLICH@GMAIL.COM / I CLIENT INFO: 2 2x8 2 2x8 2 x8 JESSICA & BRYAN L— — — — ❑ HDR DR H R a o � cn p � O WIND-BORNE DEBRIS PROTECTION II ` KARP WOOD STRUCTURAL PANEL N N 58525 COUNTY RD 48 GREENPORT, NY 11944 ONTINUOUS 2x4 TRIM SPACING AG SCREW @ 18"O.C. MIN. 15/32 PLYWOOD MIN. WINDOW GLASS � '� N PROJECT INFO: MULTIPLE SECTION ORIZONTAL&VERTICAL ASSEMBLY 1/4"THICK 1ST F L R C L G & ROOF F RAlV� N G PLAN 58525 COUNTY RD 48 2x4 STIFFENERS BOLTS @ 24"O.C. 1 GREENPORT, NY 11944 ILL SCALE : 1/4" = 1' - 0" STUD WALL PROJECT TITLE: N.T.S. KARP RESIDENCE FOR PANEL SPANS: 4- ' AN PROJECT DESCRIPTION: EXTERIOR ALTERATIONS NOTES • PROVIDE PANELS AT ALL WINDOW&DOORS.ALL PANELS SHALL BE PREFABRICATED, PHASE: NUMBERED,AND STORED FOR USE WHEN NEEDED. • 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND CONSTRUCTION (CD) OPENINGS 4") • 2x4 STRONG-BACKS @ 24"O.C. CHECKED BY: INCEPTION DATE: ASSEMBLY JCG 03.14.2023 • PREASSEMBLE PLYWOOD TO 2x4'S W/#10x3"(W/WASHERS)GALVANIZED OR STAIN STEEL WOOD SCREWS @ 12" T DRAWN BY: CURRENT DATE: JCG 12.12^2023 • ATTACHING STRUCTURAL PANEL: FASTENN TO BUILDING W/#10x3"(W/WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREWS @ 16"O.C. • ALTERNATE FASTENER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BUILDING W/#10x1-1/2"(W/WASHERS)MACHINE BOLT @ 12"O.C. DRAWING TITLE: WP-1 WIND BORNE DEBRIS PANELS FRAMING PLAN SHEET NO: ■