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HomeMy WebLinkAbout47952-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47952Date: 6/13/2022 Permission is hereby granted to Vogelsang,, Peter ................. wwwwwww.__w _...... .wwwwwwwww.__. 263 W End Ave _..wwwwww. ...... _ -................... .. . New York, NY 10023 _wwwwwwwwwwww _www_...w__..m. To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1285 Marratooka Ln., Mattituck _._ SCTM #473889 Sec/Block/Lot# 115.-4-33.3 Pursuant to application dated 5/12/2022 - and approved by the Building Inspector. To expire on 12/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $412.80 CO-ALTERATION TO DWELLING $50.00 Total: $462.80 4Builingctor N,1Y+1 -4 tt ' -, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt S://www.SouthoIdtownn . Dov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO.. Building Inspector: P `, Application's and forms must'befilled oOt'ihthel(entirety.Incomplete;' applications will not be accepted. Where the Applicentls not the oinrner,an Owner's Authorization form'(Page'2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: PETER VOGELSANG SCTM # 1000- 115-04-33.3 Project Address: 1285 MARRATOOKA LANE MATTITUCK,NY 11952 Phone#: 917-470-5925 Email:PRVOGELSANG@GMAIL.COM Mailing Address:263 WEST END AVENUE, APT 18AB NEW YORK, NY 10023 CONTACT PERSON: Name: ROBERT I. BROWN ARCHITECT P.C. (AND IT'S AGENTS) Mailing Address: 205 BAY AVENUE GREENPORT, NY 11944 Phone#: 631-477-9752 Email: INFO@RIBROWNARCHITECT.COM DESIGN PROFESSIONAL INFORMATION: Name: ROBERT I. BROWN ARCHITECT P.C. (AND IT'S AGENTS) Mailing Address: 205 BAY AVENUE GREENPORT, NY 11944 Phone#: 631-477-9752 Email: INFO@RIBROWNARCHITECT.COM CONTRACTOR INFORMATION`: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project [il0ther BASEMENT RENOVATION $ 100,000 _—_ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: SINGLE FAMILY RESIDENTIAL Intended use of property:SINGLE FAMILY RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ii No IF YES, PROVIDE A COPY. W Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):R ,AN SIDOR (AS AGENT) ®Authorized Agent ❑Owner Signature of Applicant: Date:-is (-3 ?/(/ STATE OF NEW YORK) SS: COUNTY OF ICJ ) being duly sworn, deposes and says that(s)he is the applicant (Name of ndividual signing contract) above named, (S)he is the "° " Aa,l/" ............. (Contractor'°f�g�)Corporate Officer,etc.) of said owner or owners, and is duly authorized to pffcrm 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 Mau day of _ , 20 -' Notary PLVACEY IQ DWYER NOTARYPUBLIC,MATE Or-'NEW YORK NO-01 DW6306900 QUALIFIED IN SUFFOLK OUNTY PROPERTY OWNER AUTHORIZATION COMMISSION EXPIRES JUNE 30, (Where the applicant is not the owner) �'° /Saoresidin at AM, g ROBERT I.BROWN ARCHITECT P.C.AND ITS AGENTS do hereby authorize to apply on my behalf to the Tow outhold Building Department for approval as described herein, 7-- Ownep Signatye)11,1>4 re Date lb�- .._.r,.:. _ _ Print Owner's Name 2 " DATE(MM/DDIYYYY) ACc>RV CERTIFICATE OF LIABILITY INSURANCE 05/11/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT .,f�AM : ,..................................,.........��....................... ..i ..........�.,........�.._.._..... ,..,...... ONE Westhampton LH, Inc. AIS . alfa".....63.1-288-0008 *�_ .. ^cNm63w1-288-6081 51 Montauk onta_ .u.._....w Highway West Hampton, NY 11977 .... _�._�._._._._. SURE p; Utica F; �S� _.. www_ _........ .__...................... ......._ ........................ . ....__._.N__A_IC�_"�_#��.���..�.�. .., INSURED INSURER B: KRConstruction Services, LLC �....�..................................._..__..................w.............................. _ _..........____. _..w. PoBox 79 INSURER D:_.................. ._... ..-µ.......µ.µv _a... _._......................� _. Quogue, NY 11959 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .......... _..............___w---w_..w._... .........................µ. w.,..,.._....__...www ._.. ......._ .._- ,,.,,................. LIMIT. .,.,..,._.....��_�.�.,.___...�. LTR TYPE OF INSURANCE tlaSG U — WWWWmmPOLICY NUMBER MM/DDIYYYY MMOI�OO�YY"mm S COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE_ $ 1,000,000 CLAIMS-MADE ✓dl OCCUR PREM SESE a occu[Rq9) $ 50,000 ,,,,,,,,,,mm mm....... " ,,,,,,,„„ X ART5135638-00 10/17/21 10/17/22 .MED EXP An oneerson) $ 5,000 A µµHµ” mWWWmmmmmm PERSONAL&ADV INJURY S '1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: " �" GENERAL - """ " � 2,00..."....."0 __._ AGGREGATE. ._.. .W$.............._........2,000,000 JECT' PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY .IRO' LOC OTHER° mm.µ-.___..._.—.. ..�. _� ............... AUTOMOBILE LIABILITY COM INE.O S6N I.E a.IMI` $ ANY AUTO BODILY INJURY(Per person) $ w._ OWNED —',SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS --.—.................... .------------ HIRED NON-OWNED PRJFERaYOdM, I E„ $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB T__ CCUR µEACH OCCURRENCE EXCESS LIAB _ _ AIMS-MADE DEDT.—I-RETENTION$ $ WORKERS COMPENSATION ANYPROPRIETOR/PAR LU ED7 ECUTIVE YIN N/A E1.EACH ACCIDENT TH AND EMPLOYERS'LIABILITY OFFICER/MEMBEREXC N $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,desrlb,under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Interior Painting, Carpentry, Tile flooring CERTIFICATE HOLDER CANCELLATION Peter Vogelsang SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1285 Marratooka Lane THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Mattituk, NY 11952 AUI '.D RE'PRESE T IVE'. ©1988-2015 ACORD CORPORATION. All rights reserved, ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA ISSUES/REVISIONS 1.THIS PROJECT 15 THE RENOVATION OF AN EXISTING BASEMENT INTO A LIVING SPACE IN AN EXISTING GROUND SNOW LOAD 20 P5F (PER FIG.K301.2(5)RCNY5 2015) ONE STORY,SINGLE FAMILY RE5IDENCE CLASSIFIED AS K-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.P301.2(4)RCNY5 2015) 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CCDE NEW YORK STATE SEISMIC DE51GN CATAGORY B (PER SECT.8301.2(2)KCNY5 201 5) 2020 15 17'-C". THE PROPOSED HEIGHT OF THE BUILDING WILL NOT CHANGE. WINTER DESIGN TEMP I I°F (PER TABLE N I 10 1.2) 5,s-eN 3.THE TYPE OF CONSTRUCTION I5 TYPE V(B). FLOOD ZONE N/A (PER FEMA MAP)FROST LINE DEPTH 3G' 4.ALL WORK SHAMCONFORM S THE RPNMAN AL2 OF THE WIN RESIDENTIALCODE OFN.Y.S.AND WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)BCNIYS2015) FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT THE ES k PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 5.DESIGN LOAD CALCULATION ARE BASED ON: LIVE LOAD:AS PER TABID=R301.4,RESIDENTIAL CODE OF NEW YORK STATE 2020. PER TABLE 301.5 RCNY5 2015 DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCN1Y5 2020. ROOMS OTHER THAN SLEEPING 40 PSI GLAZED BASEMENT SLAB CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR � SNOW LOAD: 20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)KCNIY5 2020. SLEEPING ROOMS 30 P51 FENESTRATIN WALL R-VALUE SPACE WALL ATTICS WITH LIMITED STORAGE 20 P51 ZONE U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE WIND EXPOSURE CATEGORY'C",FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE I o P51 SHGC R-VALUE DEPTH R-VALUE STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT 4 1 0.32 1 0.55" 1 0.40 1 49 20 OR 13+5 5/ 13 19 10/ 13 10, 2I 10/ 13 ♦ /l ?/� 15T.FL. 40 LB. 12 U3GO (p i7 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO ATTIC(NON STORAGE) 20 LB. 10 U3GO NAILING SCHEDULE ROOF 20 LB. 15 U3GO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION) G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. ROOF FRAMING THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAJIED) 3 PER RAFTER OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 5 04020'30" W DRAWINGS. FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE 133.88 DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS.OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE55APY TO RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END -_ COMPLETE THE WORK. WALL FRAMING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Cd PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Cd J015T EA.51DE AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.AJ_ONG EDGES OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-I Gd PER 2x4,2xG,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWING5 AND FLOOR FRAMING AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Cd EACH J015T 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAJLED) 2-1 Cd PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING AS NECESSARY. STRUCURAL PANELS 8d (TABLE 3.8) FOUNDATIONS DIAGONAL BOARD SHEATHING 50' REAR YARD SET 1.ASSUMED 501L BEARING CAPACITY, 1,500 Ib./5q.Ft. I"xG"OR 15(8" 2-5d PER SUPPORT ACK 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Psi.-28 DAY TEST. 15(10"0 R WIDER 3-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED 501L. CEILING SHEATHING GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10'FIELD I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO WALL SHEATHING COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5TRUCURAL PANEL 861 (TABLE 3.9) I REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 C" 861 3"EDGE/G"FIELD 3. INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 811 3"EDGE/G"FIELD N 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 1 O'FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. HARDBOARD 8d (TABLE 3.9) I Q PARTICALBOARD PANELS 8d (TABLE 3.9) B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHAM BE INSTALLED,CUT O AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. DIAGONAL BOARD SHEATHING Lp C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. I"xG"OR 15(8' 2-8d PER SUPPORT D.ALL SUB FLOORING TO BE APA RATED 5TUP.D-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. IN 10'OR WIDER 3-8d PER SUPPORT E.ALL HEADERS C'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER FLOOR SHEATHING Q WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)25(8'OR AS SHOWN ON DRAWING. I F.SOLID BLOCKING SHALL BE PROVIDED FOR:ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE 5TRUCURAL PANELS OR AS NOTED @ 6-0"O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. I"OR LE55 8d G"EDGE/ 12'FIELD W G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN I' I Od C'EDGE/G'FIELD p H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING DRAWING. 15(G"OR 1 k8" 2-8d PER SUPPORT (f1 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I'x 10"OR WIDER 3-8d PER SUPPORT O CONNECTORS BY'51MP5ON"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2N0 STUDS SHALL RECEIVE 5 1 Od NAIL5 AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. I K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGE5 AND Gd NAILS @ 12- O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. L.ALL INTERIOR AND EXTERIOR FINISHES TO 13E SELECTED BY OWNER. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"51MP5ON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. lc�APRIL,2022 5.ALL NEW WINDOWS TO BE THERMAL_INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT U515TANT AS � 13 APRIL,2022 REQUIRED. 1'• G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. t/ W I Q I oZ MARCH 2022 7.RBCNY5 2020 AND WFCM 2020(SEE NAILING 5CHEDULE) �� - CDI 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED I I ( - MEMBRANE. I w EXISTING 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. co I p WOOD DEC p THESE PLANS ARE AN INSTRUMENT OF 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT '' ` o STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND I I SERVICE AND ARE THE PROPERTY OF THE CHIMNEY,AND ROOF AND WALLS. >_ In n ARCHITECT.INFRINGEMENTS WILL 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE N t I oN BE PROSECUTED 2-1/2 Ib. DENSITY FIBER-GLASS BATT5 CONFORMING TO THE 5PECIFICATION5 FOR PRE-FORMED FIBROUS GLA55 INSULATION. NAAMM STANDARD 51, i b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION N I 2022 ALL RIGHTS RESERVED (R-G.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. CORNER 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. z 13. NEW HARDWARE SHALL MATCH EXISTING. HOLDDOWN RIDGE EXISTING 32.5' 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C39,AND SHALL BE IT ISA VIOLATION THE LAW FOR ANY PERSON, "5HEETROCK 5W"BY U.S.GYPSUM CO.OR APPKCVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE OOD DEC UNLESS ACTING UNDERTHE DIRECTION OFA 1/2' I LICENSED ARCHITECT,TO ALTER ANY ITEM ON 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR � THIS DRAWING IN ANY WAY.ANY AUTHORIZED CORNERS SHALL HAVE METAL CORNER BEADS. / 1 5.2 ALTERATION MUST BE NOTED,SEALED,AND EXISTING DESCRIBED IN ACCORDANCE WITH THE LAW. FINISHESI OUTDOOR 1. NEW WOOD FLOORS SHALL MATCH EXISTING. J ___ • ____-_ SHOWER EXISTING 77 PROPOSED I 2. EXISTING WOOD FLOORS SHALL BE SANDED ANISTORY FRAME'D REFINISHED. \ " - BASEMENT RO r 3. CERAMIC TILE FLOOR 5HALL BE SELECTED BYOWNER5 AND INSTALLED WITH THIN I STRUCTURE RENOVATION be t 1. Brown SET ADHESIVE. \\ 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED / I Architect, P.C. EQUAL.,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. ZO5 Bay Ave. Greenport NY I / 5. EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL f BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BLE _- E SEALED AND „_ - _ I in o@ribrownarchitect.00111 PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PAINTED,COLOR TO BE SELECTED. CROSS SECTION END VIEW I EXISTING PORCH 2G. 631-477-9752 631-477-9752 G. NEW INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WTTH TWO (2)COATS BENJAMIN MOORE LATEX ACRYIJC 5EMI-GLO55 PAINT. HVAC 1.PROVIDE ALL LABOR,MATERIALS,TRAN5PORTA'ION,EQUIPMENT AND SERVICES I - NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WORK. 2.EXTEND EXISTING SYSTEM INTO 5UNROOM o o` I °, `A, 3.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS A5 NECE55ARYT0 COMPLETE THE WORK FOR AIR CONDITIONING IN All ZONES. a Y 1 I Q [) > I �T PLUMBING I D_/ 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES Z. NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS Q 5O' FRONT YARD SETBACK t\ m AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2020,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH -" a _ REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE Q APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY N CLIENT/OWNER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I V G E LSAN G SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. - 1285 MARRATOOKA LANE 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND _.__-_-- MATTITUCK, NY 11952 FEDERAL AUTHORITIES,AND ANY OTHER APPUCABIE JURISDICTION. FLOOR ELECTRICAL J0I5T __ 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES - PROJECT TITLE NECE55AKY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW INTERIOR ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL_SYSTEMS,WIRING,LIGHTING, s 40'-0" SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO �! RENOVATIONS APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND �- AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 3 N O I°2 220" E 135.00' ELECTRICAL DISTRIBUTION SYSTEMS. o 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL N _ CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 -_ DRAWING TITLE (NEC), LOCAL_UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL_MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER M ARRATOO KA LANE APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT _ = SITE PLAN REQUIREMENTS WILL APPLY. 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS FLOOR J09T GENERAL NOTES LABORATORIES,INC.LABEL AND BE SUITABLE FOR.THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL 13F PERFORMED BY OR UNDER THE ' SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. BASED ON SURVEY BY: JOHN C 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES C. AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, SITE PLAN EH LERS LAND SURVEYOR Oq MAY,2022 SCALE 1�=20 AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANICE WITH APPLICABLE CODES Fp DATED: 08 FEBRUARY, 2018 SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL `17 2 N NO. SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS SCALE: 1" = 20' / I_ ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH SCTM: 1000-1 15-04-33.3 SLEEPING QUARTERS ARE LOCATED. EXISTING EXCEPT AS NOTED 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK UPLIFT CONNECTIONS ZONED: R-40 MAY 1 2 9n9,9 STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE(2020),THE NFPA NATIONAL AREA: 0.9G AC (40,727 SF) F.n FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. BUILDING DEFT C O N N E C T I O N S DETAIL TM1,1 I OF SOUTH(­ CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND BURGLAR ALARMS AS NECESSARY. ISSUES/REVISIONS EXISTING WOOD DECK EXISTING 5UNKOOM EXISTING WOOD DECK A 5068 I IEXISTING KITCHEN OEXISTING BEDROOM 3 I I 0 no Ii9 APRIL,2022 07 MARCH 2022 (D NOTE: NEW DOUBLE WALL 3-_5" I 5TAINLE55 STEEL FLUE, THESE PLANS ARE AN INSTRUMENT OF EXISTING SIZE AND SPECIFICATIONS 5068 SERVICE AND ARE THE PROPERTY OF THE OUTDOOR PER MANUFACTURERS ARCHITECT.INFRINGEMENTS WILL SHOWER REQUIREMENTS BE PROSECUTED EXISTING LAUNDRY nl 2022 ALL RIGHTS RESERVED NEW PREFABRICATED WOOD BURNING FIREPLACE INSTALLED BY OTHERS ------- I INSTALL NEW FIREPLACE USING -------- VELUX CURB MOUNTED FIXED GLASS IT ISA VIOLATION OF THE LAW FOR ANY PERSON, STING GREAT ROOM MANUFACTURERS SPECIFICATIONS SKYLIGHT FCM 2246 UNLESS ACTING UNDER THE DIRECTION OFA EX13T ING CATH EDRALCEILING AND APPLICABLE BUILDING CODE ABOVE IN EXISTING ROOF RAFTERS LICENSED ARCH ITECT,TO ALTER ANY ITEM ON REQUIREMENTS _ SISTER EXISTING RAFTERS AS NECESSARY THIS DRAWING IN ANY WAY.ANY AUTHORIZED I 6 NEW FIREPROOF STONE HEARTH _� LO N REMOVE EXISTING CEILING JOISTS B ALTERATION MUST BE NOTED,SEALED,AND FLUSH WITH EXISTING FLOOR ch I AS SHOWN DESCRIBED IN ACCORDANCE WITH THE LAW. EXISTING MASTER SUITEo NEW EXTERIOR FLA5HING NEW 2x4 FRAMING AROUND FIREBOX 16"t1l 24" REPAIR AND PATCH EXISTING ROOFING Robert I. Brown REPAIR AND PATCH EXISTING WALL AND AS NECESSARY NEW VELUX CURB MOUNTED CEILING A5 NECESSARY Architect, P.C. FIXED GLA55 SKYLIGHT IFCM 2246 I 205 Bax Ave. Greenport NY into@ribrownarchitect.com IEXISTING BEDROOM 2 631-477-9752 0 l } I I EXISTING COVERED PORCH TO REMAIN CLIENT/OWNER M VOGELSANG 1285 MARRATOOKA LANE MATTITUCK, NY 11952 PROJECT TITLE G) DECK ROOF ]PLAN F ADDITIONN AND FIRST FLOOR PLAN RENOVATIONS SCALE: 114" = P-0' EXISTING EXCEPT A`.7 NOTED SCALE: = A EXISTING EX EXCEPT T AS NOTED DRAWING TITLE ROOF PLAN QST FLOOR PLAN 04 MAY,2022 SCALE f-0" DRAWING NO. ISSUES/REVISIONS L/4 VELUX CURB MOUNTED FIXED 3j4 GLASS SKYLIGHT FCM 2246 EXISTING ROOFING TO REMAIN REPAIR AND PATCH ROOFING AS NECESSARY NEW 2x4 CONSTRUCTION (2) 2x8 FLUSH BEAM 6" 7- 7!-7* NEW BASEMENT STAIR: RISE: 74" RUN: 10" r I RI5ER5: 14 36" HANDRIAL TO CODE 9W.) LI EXISTING BATHROOM NEW(2 2x8 EXISTING BATHROOM JI TO REMAIN FLUSH 5EAM TO REMAIN EXISTING BILCO DOOR II 5'-0" I I A ! _p" NEW 2x4 CONSTRUCTION 1/2"SHEETROCK BOTH SIDES rN ELJ] LEAVE SPACE AS NECESSARY SPACKLE, TAPE, AND PAINT 3 FOR EXISTING PLUMPING AND COATS ISEWAGE I EXISTING NEW ANDERSEN 400 SERIES IEEE]- SEWAGE AN 281 AWNING WINDOW OUT IN EXISTING OPENING -- EXISTING CONCRETE FOUNDATION EXISTING CONCRETE FOUNDATION —— AND FOOTING TO REMAIN AND FOOTING TO REMAIN RELOCATE EXISTING11' 8 SECTION A MECHANICAL SYSTEMS AS NECESSARY 0 6'-0" EXISTING SCALE: 1/4" = P-O" BOILEREXISTING EXCEPT AS NOTED PROPOSED BEDROOM#4 NEW EJECTOR PUMP0 #��l NEW BASEMENT EGRESS WINDOW SYSTEM I ANDERSEN 400 SERIES r il 130 SF CX 14 CASEMENT WINDOW \I I � ENLARGE EXISTING OPENING O ,n NEW 2x4 CONSTRUCTION NEW 54" BILCO SCAPEWEL I/2"SHEETROCK ON NEW EGRESS WINDOW 4862-54 EXISTING BASEMENT TO WALLS AND CEILING w/DOME COVER REMAIN UNFINISHED TAPE, SPACKLE, PAINT 3 COATS INSTALLED USING MANUFACTURERS GUIDE o VELUX CURB MOUNTED FIXED GLASS SKYLIGHT O 068 668 2668 EXISTING ROOFING TO REMAIN FCM 2246 EXISTING ROOFING TO REMAIN ig APRIL,2022 REPAIR AND PATCH ROOFING REPAIR AND PATCH ROOFING 13'-2 i/2" N AS NECESSARY AS NECESSARY _ _ _ 13 APRIL,2022 �n 07 MARCH 2022 4068 NEW 2x4 CONSTRUCTION NEW BASEMENT EGRESS WINDOW THESE PLANS ARE AN INSTRUMENT OF N PROPOSED OFFICE ANDERSEN 400 SERIES SERVICE AND ARE THE PROPERTY OF THE PROPOSED OFFICE CX 14 CASEMENT WINDOW ARCHITECT.INFRINGEMENTS WILL IXISTING FLOOR JOISTS TO REMAIN BE PROSECUTED ENLARGE EXISTING OPENING O 36" HANDRIAL TO EQ EQ ALL RIGHTS RESERVED CODE(TYP.) NEW 2x4 CONSTRUCTION 'n NEW 54"BILCO SCAPEWEL 3'-5- NEW BASEMENT STAIR: I/2"SHEETROCK ON NEW EGRESS WINDOW 4862-54 '/ WALLS AND CEILING w/DOME COVER IT►SAVIOLATION OFTHE LAW FOR ANY PERSON, RISE: 7,VRUN: 10" TAPE, SPACKLE, PAINT 3 COATS INSTALLED USING EXISTING 2x4 CONSTRUCTION UNLESS ACTING UNDER THE DIRECTION OFA REINFORCE WITH NEW 2x4 LICENSED ARCHITECT,TO ALTER ANY ITEM ON RISERS: 14 MANUFACTURERS GUIDE NEW PREFABRICATED WOOD BURNINGSTUDS AS NECESSARY THIS DRAWING IN ANYWAY.ANY AUTHORIZED FIREPLACE INSTALLED BY OTHERS ALTERATION MUST BE NOTED,SEALED,AND 7-9 10'-3 i/2" 6 INSTALL NEW FIREPLACE USING DESCRIBED IN ACCORDANCE WITH THE LAW. MANUFACTURERS SPECIFICATIONS 3068 AND APPLICABLE BUILDING CODE Ll REQUIREMENTS Robert I. Brown Architect, P.C. SISTER FLOOR JOISTS NEW(2) 2x8 ---------- EXISTING FLOOR JOISTS TO REMAIN 205 Bay Ave. Greenport NY PROPOSED STORAGE EXISTING FLOOR JOISTS TO REMAIN AS NECESSARY FLUSH BEAM In�`O@r1UrOWI1drClllteCt.00111 EXISTING 631-477-9752 WATER TANK CUT NEW HOLE IN EXISTING EXISTING BASEMENT TO NEW BASEMENT STAIR: CONCRETE FOUNDATION WALL NEW BASEMENT EGRESS REMAIN UNFINISHED RISE: 74" ANDERSEN 400 SERIES CXWDI045 _ RUN: I O" CASEMENT WINDOW RISERS: 14 SEE EGRESS WINDOW DETAIL 3G" HANDRIAL > T! t• -' ,�� TO CODE (TYP.) NEW WOOD FLOORING 4 1% OVER CONCRETE SLAB U , EXISTING COVERED PORCH TO REMAIN ' REMOVE EXISTING 2x4 WALLS AND PANELING IN IXiSTING BASEMENT ^- NEW WATERPROOFING MEMBRANE ON EXISTING CONCRETE WALLS EXISTING CONCRETE FOUNDATION NEW 2x4 WALL CONSTRUCTION AND FOOTING TO REMAIN 1/2"GYPSUM BOARD ON NEW WALLS AND CEILING r—�——-i r——— r———-i r——� TAPE, SPACKLE, PAINT 3 COATS b-!-----------1—n—�-----------1— F —L----------iI i CLIENT/OWNER L---J L---J L---J L---J SECTION B VOGELSANG EXCEPTT A1285 MARRATOOKA LANE EXISTING EX SCALE: _ AS NOTED � NY u95 MATTITUCK 2 A PROJECT TITLE BASEMENT PLAN DECK ADDITION AND NEW PRESSURE TREATED 2x8 BOX RENOVATIONS SCALE: 1/4" = 1'-0" SILICON CAULK SEALING ON EXTERIOR JOINTS GRADE SLOPED AWAY EXISTING EXCEPT AS NOTED NEW EXTERIOR FLASHING NEW BASEMENT EGRESS WINDOW NEW 54" BILCO SCAPEWEL ANDERSEN 400 SERIES CXW 145 EGRESS WINDOW 4862-54 DRAWING TITLE CASEMENT WINDOW INSTALLED USING BASEMENT PLAN `r MANUFACTURERS GUIDE WINDOW SILL HEIGHT o SECTION TO BE LESS THAN 44" - ABOVE FLOOR TO CODE N EXISTING CONCRETE FOUNDATION SCALE ttAND FOOTING TO REMAIN 04 MAY,2022 1/4"=i-0" DRAWING NO. SECTION DETAIL SCALE: 114" = I'-O" EXISTING EXCEPT AS NOTED ISSUES/REVISIONS -T �l J U EXISTING SEWAGE OUT RELOCATE EXISTING MECHANICAL SYSTEMS 0 AS NECESSARY EXISTING BOILER NEW EJECTOR PUMP SYSTEM 0 >< VENT _ -- O TO EXISTING LIGHTING \\\ GFI� SD \ \� -OI $ 1 L $$ 0 $� CO SD 3 - / THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL --_ BE PROSECUTED \ 2022 ALL RIGHTS RESERVED \\ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A TO STAT LICENSED ARCHITECT,TO ALTER ANY TEEM ON LIGHTING THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I" Brown Architect, P.C. qp ss \ qp20 Bay Ave. Greenport NY i \ inf5o@ribrownarchitect.com 631-477-9752 EXISTING WATER TANK I I IIL \11 I f I I i I f I I CLIENT/OWNER r-I--, r---, r---, r--I-, VOGELSANG I I I I I I I f i -----------I- l -i-----------I-� -I----------- -� I L---J L_--JL J 1285 MARRATOOKA LANE MATTITUCK, NY 11952 PROJECT TITLE DECK ADDITION AND RENOVATIONS ELECTRICAL PLAN SCALE: I/4" = I'-O' EXISTING EXCEPT AS NOTED DRAWING TITLE ELECTRICAL PLAN 04 MAY,2022 SCALE 1/4"=1-0' DRAWING NO.