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Home My WebLink About51735-Z a°F SOfa]ryo�o Town of Southold * * P.O. Box 1179 G 0 53095 Main Rd Ulm,, { Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47227 Date: 07/21/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 5700 Nassau Point Rd Cutchogue, NY 11935 Sec/Block/Lot: 111.4 2-2.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/31/2025 Pursuant to which Building Permit No. 51735 and dated: 03/13/2025 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: Additions and alterations including a covered front porch to an existing single-family dwelling as applied for. The certificate is issued to: GLC 5700 Nassau Pt Rd Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51735 7/6/2026 PLUMBERS CERTIFICATION: Francis E Mulvey Jr., Mulco Inc. 6/25/2026 I utho ' e Si ature 0 *-QFSOdlyplG 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#: 51735 Date: 03/13/2025 Permission is hereby granted to: Nicholas Brice 11 E 1st St Apt PH10 New York, NY 10003 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 5700 Nassau Point Rd, Cutchogue, NY 11935 SCTM# 111.42-2.1 Pursuant to application dated 01/31/2025 and approved by the Building Inspector. To expire on 03/13/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $563.00 CO-RESIDENTIAL $100.00 Total $663.00 Building Inspector x SOUj��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q COUN11,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nicholas Brice Address: 5700 Nassau Point Rd city: Cutchogue St: NY zip: 11935 Building Permit#: 51735 Section: 111 Block: 12 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: NOVUS Electric License No: 43850ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 63 Ceiling Fixtures 4 Smoke Detectors 6 Pump Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 15 CO Detectors 4 Heater Main Panel A/C Condenser 2 Single Recpt RecessdFixtures 86 Combo Smoke/CO Transformer Sub Panel 80A A/C Blower 2 Range Recpt 1 Ceiling Fan 8 Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt 1 UC Lights 3 Fridge 1 AutoCover ARC Blower Heads Switches 48 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 4 Hood 1 Dehumidifier Other Equipment: 80A Sub Panel 24 Circuit/24 Used Notes: Whole House Renovation Inspector Signature: Date: July 6, 2026 , OS�'UFEO(,kC Town Hall Annex �� y'� Telephone(631)765-1802 54375 Main Road .c P. O. Box 1179 N 2 Southold, NY 11971-0959 � • � � E C E � Rn E �• ID JUL 1 7 2026 BUILDING DEPARTMENT TOWN OF SOUTHOLD Bullftq Do-parf;n;mt Tc?vin erS S,x�atg�awle� CERTIFICATION Date: 06/25/2026 Building Permit No. 51735 Owner: Jon & Dara Pavlich (Please print) Plumber: Francis E Mulvey Jr., Mulco Inc. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this 2 6 4 (Plumbers Signature) day of J u h e_ 20 (_0CLywj-jL ( il &ta? Notary Public, � County Danielle L.Carter Notary Public,State of New York 01 CA6185879 Qualified in Suffolk County Commission Expires April 21,2028 �O�aOE SO(/Tyolo � • �lJj`l� # # II TOW OUTHOLD B ILDING DE clou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 14S/ N 0,04 G / c- am b-c (n l A,I&�Gt��L�H J ' J DATE LtI INSPECTOR 5r? o��oF SO(/T�o * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [/]ROUGH PLBG. [.. ] OUNDATION 2ND [ ] INSULATION/CAULKING. [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] :FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE'RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (6 k S J A 16+0 . ►�� &l s 0-5 buf - �� DATE - a3-a S INSPECTOR OF 50UTyo� TOWN OF S HOLD BUIL NG DEPT. 631-765-1802 I.N P ON [ ] FOUNDATION 1 ST./ REBAR [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ]- 'FIRE RESISTANT CONSTRUCTION [ ] :FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL). ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 QcC�SS Ootll DATE S'w?-a J� INSPECTOR OF SOOTyOIo l 7 / # * TOWN OF SOUTHOLD BUIL ING DEPT.- °`y�oo�m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ,PRE C/O [ ]. RENTAL REMARKS: n c DATE INSPECTOR a 50UlyOlo - # # TOWN OF SOUTHOLD BUILDING DEPT. cou►m, 631-765-1802 �, .1,3�� INSPEC ION [ ] FOUNDATION 1ST/ REBAR [ RO H PLBG.� [ ] F NDATION 2ND [ INSULATION/CAULKING [ FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: u`-- — ovy v DATE Y 1� INSPECTOR *OF SOUTyO� -- -- ---- # # TOWN OF SOUTHOLD BUILDING DEPT. "�o��►,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND - [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL I. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] :.FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL. REMARKS: lAlns r\ DATE INSPECTOR pF SOUly�lo IRL- * * TOWN OF SOUTHOLD EI%ILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �C� S'f—Pr„�c,D 4Jlyf DATE INSPECTOR HUNTER INSULATION J U L 1 7 2026 675 Elton St l9ullding Department Riverhead, NY 11901 Town of Southold License#H-59143 DBA Builder Services Group, Inc. 6/26126 Building Department, Please let this letter serve as a certification for spray foam insulation for the job at 5700 Nassau Point rd, Cutchogue was insulated in the following manner. The attic space was sprayed with 2.75" of closed cell foam (R20) and 6.5" of open cell foam (R24)for a combined R value of (R44)The exposed attic foam was coated with No-Burn intumescent coating. Any questions please don't hesitate to reach out @ 631 740 0195. Sincerely, John J.Vmina John Umina Project Manager Hunter Insulation FREDERICK 41 EAST MAPLE ROAD. GREENLAWN, NY 11140 52 NOYACK PATH. WATER MILL. NY 11914 WEBER fineberarchotectsgahoo.com L31 154-5555 ARC)EIITECT June 16, 2025 TO: SOUTHOLD BUILDING DEPARTMENT RE: PAVLICH RENOVATION- INSULATION INSPECTION 2950 Vanston Road, Cutchogue (Nassau Point), NY The renovation work at the Pavlich Residence did not (for the most part) include the removal of the interior finishes on the existing exterior walls and ceilings. Therefore, no observation or inspection of the majority of the existing insulation was performed. There were two spaces where the existing ceilings were removed (main bedroom-1st and den) and the ceilings raised to form a new "tray" ceiling. At these locations, insulation was installed in the rafter space which included closed cell spray foam and unfaced fiberglass batt insulation providing a total insulation value of R-39. In these spaces, the newly formed 2x4 gable ends which became part of the exterior building envelope were fully insulated with 3%z'' closed cell spray foam providing a total insulation value of R-26. I am including pictures of these insulated wall and ceiling areas. Please include this letter and photos in the Building Department file for this project. T4hn ILI Frick Weber, Archite, . w r 7F L HUNTER INSULATION yieeca 57m Puce 70 Vemm. May 6, 2025 RE: 5700 Nassau Point Road Cutchogue To Whom It May Concern, This is to certify that-tile above referenced property was insulated as follows: 2 ceiling areas ground floor vaulted 2x8 31/2 R-26 closed cell foam and R-13 fiberglass total R-39. Exterior walls R-15 fiberglass. Sincerely, Kenneth Brauner ■ 675 Elton Street. ® (631)283-4120 Riverhead.s`tY 11901 .�......,..�._.. ,�,�„ ,�.�..�. FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT % Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33437 Date: 12/12/08 THIS CERTIFIES that the building ALTERATIONS & ADDITIONS Location of Property: 5700 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 . Section 111 Block 12 Lot 2.1 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 27, 1999 pursuant to which Building Permit No. 26758-Z dated SEPTEMBER 7, 2000 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 ADDITIONS AND ALTERATIONS, INCLUDING DECK AND A PATIO WITH A TRELLIS, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL & HELEN REDDINGTON (OWNER) of the aforesaid building. •J; HEALTH APPROVAL R10-00-0039 06/14/02 ,. N 581664 01/14/02 a 07/01/02 VINCENT ORIGLIA 7 Aut r'zed S' atur to r 7 444 =�o�SUEfot too 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 hiq2s://www.southoldton�my.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only %, fl, PERMIT NO. Building Inspector: A lications and.forms„must be filled'out their entire Incom lete JAN 3 2025 _ applicat>ons will�not be accepted. Where the Applicant is not the owner`,an Owngr's Authorization form{page 2)shall.be completed ��;+��,% �, Date:January 31, 2025 OWNERIS),0F.PROPERTY . ,v;,, Name:CLC 5700 Nassau Point Road Trust SCTM#1000-111-12-2.1 Project Address:5700 Nassau Point Road,_Cutchogue,,.,NYTM Phone#:917 224-7870 Email Jonathanpavlichagmail com Mailing Address:117 E 29th Street, #3B, New York, NY 10016 CONTACT,PERSON Name:Frederick Weber, Architect MailingAddress:41 East Maple Road,Greenlawn, Phone# 631 754-5555.._W ......... . ......._.__._.__�. Email:fweberarchitect@yahoo.com ,DESIGN PROFESSIONAL INFORMATION Name Frederick Weber,Architect Mailing Address:41 East Maple Road, Greenlawn,NY 11740 Phone.#.631 754 5555 , ...v..... ....._. ...... ..__....... Ema►i fweberarch tect@yahoo,com CONTRACTOR•!N FORMATI ON: _ Name:Pending Mailing Address: Phone#: Email: DESCRIPTION'OF PROPOSED-CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? []Yes RNo 1 PP.Jp-.ERTY;N FO RMATI0NI Existing.use of property:Single FaMHY Dweiiimg Intended use of property:,Singie Family Dwelling Zone,or use district in which premises is situated: Are:there any covenants and restrictions With-respect to this propertj? DYes ENo IF YES,PROVIDE A COPY. 11 check Box After Read I mg: The,otriner/cohtractbr/d6iignOiCf4bssiOlial-it.iei6ntibleforaildeai6dia ind-stbTf.1vr4t r1swes as provided v ch6,pter236 of the Town Code.-APPUCATION,IS HEREBY.MADE"to the Building Departnent;for the wiancoof a Building Permit pu[suantto the building-one Ordlnance of the Town of Southold,Suffolk,'County,New York anii'otlie"r applicable Laws;ordinances or Regidations,fer the eohst►uction of buildings;• ;additions;alterations or for removal or demolition as here]6 described.Theapplicant agrees to comply with all applicable laws,-ordinances,buildmg'code, housing codeand regulations and to admit auttiorixed inspectors on premises and In liuilding(s)far necessary inspections.,False statements madeherein-are punishable as a Class A'misdemeanor_punuant io'section 210 45 ofthe New York State Penal Law., Application Submitted By(pr' name F ede,rick Weber ®Authorized Agent ❑Owner Signature of Applicant: Date: STATLOF NEW'YORK) ��``� SS; COUNTY OFJI� T-ry Ix ) Frederick ' eber. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)abovenamed, (S)heis the ,A ent .(Architect) (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 3 1-day of - .20,, 0)0,te_ Notary-Public DAWN MARIE GUARN RA PROPERTY OWNER ALITMORIZ�ATI�ON Notary Public-State of i3ew York ' N0.01GU6412483 ' (Where the applicant is not the owner) Qualified in Suffolk County. My commission Expires Dec 28.2028 WIWw l Jonafhan & Dora Pavlich residing at 117 E 29th fit, 3, NY, NY do hereby authorizeFrederick Weber to apply on my behalftto't.e Town of;So old Building DepartmentJor approval-as described herein. uvner's Signature Date. Print Owner's Name 2 E C E 0 V E SVFFQj, , zI DING DEPARTMENT-Electrical Inspector ` _ TOWN OF SOUTHOLD APR 1 2025 Town Hall Annex- 54375 Main Road - PO Box 1179 As'.04'13ullding Department Southold, New York 11971-0959 Town of SouthoUblephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(c)-southoldtownny.gov — sea ndasoutholdtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/01/25 Company Name: Novus Electric Inc Electrician's Name: Jaime Palacios License No.: ME-43850 Elec. email:office@novus-electric.inc Elec. Phone No: 6313274100 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 2676, East Hampton, NY 11937 JOB SITE INFORMATION (All Information Required) Name: Nicholas Brice Address: 5700 Nassau Point Rd, Cutchogue, NY 11935 Cross Street: Phone No.: 6317741483 BIdg.Permit#: 51735 email: bill pirozzi@aol.com Tax Map District: 1000 Section:111 Block: 12 Lot:2.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New wiring and wiring modifications due to new addition and alterations. Square Footage: 12000 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 H Frame- Pole Work done on Service? DY FJN. Additional Information: PAYMENT DUE WITH APPLICATION QLt�( pQC A zo-o E C E 9 V E DING DEPARTMENT- Electrical Inspector APR - 1 2025 TOWN OF SOUTHOLD a - Town Hall Annex - 54375 Main Road - PO Box 1179 ,,�, ullding Department Southold, New York 11971-0959 10 � ' Town of Southolaelephone (631) 765-1802 - FAX (631) 765-9502 jamesh(cb-southoldtownny.gov - seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 04/01/25 Company Name: Novus Electric Inc Electrician's Name: Jaime Palacios License No.: ME-43850 Elec. email:office@ novus-electric:W4k , Elec. Phone No: 6313274100 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 2676, East Hampton, NY 11937 JOB SITE-INFORMATION (All information Required) Name: Nicholas Brice Address: 5700 Nassau Point Rd, Cutchogue, NY 11935 Cross Street: Phone No.: 6317741483 Bldg.Permit#: 51735 email: billpirozzi@aol.com Tax Map District: 1000 Section:111 Block: 12 Lot:2.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New wiring and wiring modifications due to new addition and alterations. Square Footage: 12000 Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overh ad # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: / PAYMENT DUE WITH APPLICATION Pate ( PQC � PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW- Generator Salt Gen. Carbon Micro- GrbDis Water Bond Lights Heat Pucks ' ERV HOT TUB/SPA Inst Hot DeHum. Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 51-7 PERMIT#51736 Address:5700 Nassau Point Rd Switches 48 Outlets 63 G FC I's 9 Surface 4 Sconces 15 H H's 86 UCLLts 3 Fridge 1 HW 0 Fans 8 Mini Fridge 0 W/D 1 Exhaust 4 Oven 1 Sump 0 Smokes 6 DW 2 Generator 0 Carbon 4 Microwave 1 GrbDis 0 Heat 1 Pucks 0 ERV 0 Inst Hot 0 Dehum 0 Transfer 0 Combo 0 Cooktop 0 Minisplit 0 AC 0 Hood 1 Blower 0 AH 1 Service Amps Sub 1 Amps 80 Have 24 Used 24 aECE § JUL - 6 2026 eullming De 7®uv�y of Southold Town Hall Annex 'i "\•" y fir, Telephone(631)765-1802 54375 Main Road '; Fax(631)765-9502 P.O. Box 1179 _ Southold, NY 11971-0959 N:\\ ¢ BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE.-CONSTRUCTION, PRE-ENGINEERED' WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. Date: Owner: . CaL(, 510a NAG..P _ITT 4V"PMt,El,)� Location of Property: 57194 gal IQ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure ><� . Rehabilitation to an existing commercial or residential s ructure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) . Timber construction (TC) in the following location(s) (check applicable line): >. Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): r Capacity(check applicable line): Owner Owner representative TrussReg15.dccx Effective 1/1/2015 FREDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH. WATER MILL, NY 11914 WEBER Pweberarchitecteyahoo.com 431 154-5555 ARCHNECT February 27,2025 RE: PAVLICHHOUSERENOVATIONS/ADDITIONS 5700 Nassau Point Road, Cutchogue (Nassau Point),NY Southold Building Department, Please allow Bill Pirozzi (Contractor)to pick up the Building Permit after it is issued. T yo F ederick Weber,Architect { F E B 2 7 2025 .:::' SURVEY OF LOT 141 & P/O 142 AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES INC. Y�OND FILE No. 156 FILED AUGUST 16, 1922 SITUATED AT 13A N 1 NASSAU AU POINT ® TOWN OF SOUTHOLD SUFF OLK COUNTY, NEW YORK LIT S.C. TAX No. 1000-1 1 1 -12-2.1 SCALE 1 "=20' JANUARY 4, 2024 OCTOBER 17, 2024 RE-CERTIFY SURVEY AREA = 69,300 sq. ft. (TO TIE LINE) 1.591 aC. 0 0 0 CERTIFIED TO: PATRICIA MOORE AS TRUSTEE OF THE GLC 5700 NASSAU PONT ROAD TRUST JONATHAN PAVLICH D• DARA PAVLICH 1 w ' ►`. FIDELITY NATIONAL TITLE INSURANCE COMPANY At,g.79 :♦' ;D CITIBANK, NA NN FL NN N M� I U N & MARILYN FLY N�,% �% . N° • .• . a P/O LOT O I� WIRE FICE % 1 O B�K OF STONE WA1a• '..:. :: •. LOT �42 y ••b - :• n .. '� . •� • °• .• P/� % ° v 1• 1'r CHNN LINK ♦•• �• '♦ •► .. ► •DL, ► •• 000 b. e' till, % 1till- 3 1 N FRAME DARA • .. Nls co�� '�' �•; -- - `�_ .• " .. S� % WpOK D Pam• :.•; ►i '"• i.D • i _' ` 1 R ► : ' FR►JA� 28.2 ° . . :• '♦ r' 4 _ '; .,►C T �- —_ UNOERPRCPR 1 c" SH CpNO. APRON , • �: : •.D • . jp—;F : % NG� • � +� SDK � ►: �� '. .° ' • � O • i' )! _� �` yN E1RCE 1 N ° 1 ONRY w • ► ,'• .4•s, D ,s: Z . 'y •• ♦ ' -� ► • ►° ' • `► D % b • q 6 20 �� 1 �j v % IAP��K WPC °• �•D •.► ♦ Z ~�Dr • • y ` • . •�' ONE WEN EO ' . • . ► ` ' s. - : MEIER ' dSTc BENCH ITC�RB UE R 1 . _ : ` m D • 'r 1 •► •• •: .♦. UND �rZ% 1� GAUNTER % 3pNp, UN •��t•p'' r " W • �. N `4:+.,�' •''a p.. ► ,• C, M� uTc� NIRO� ,r. �/1/ ► ° •. • D. • D� ", SCONE cpQ1 •• •g 1 P NC. ` �� SSONE ,r�(ONT 26.3 a ►;e. . `� o •,REP y� A ��• ,r LOT 1 1 • xz ' l� t. :. L • ' •. rp� 1 '�. " {: ENDOW °: ONE WAS �.3• Ir:;` ' p D a Q I ` •'•t.•r; •.��.: WWEIYS pp $6 •a • .i• 4 ♦.till h t1i ° ► r O ♦ N B 1' �m •'.♦ .D ♦ ►.. '� . :�-� ► BELGIAN BLOCK CURB ° ►: •. i •' I b. •• ,•p.s► Q % N f r v G C ONEW . ° • A .. ° Ti E C % ° 1 -R :• e D•: ,. ` D . • A s •. :♦, '' � _�_ -- �""" �� So, N .: ..• ► BELGKN BLOCK CURB � 1 � • ' • : D I _ _..•- "_' N INGRpUND P� ° STONE PpOo O`IE 4 r^ % � : :► ♦ I — / �` ° a e►SEtill MENTWEV AL ' ° HOUSE • :.D• VENCE . • n T + SCREENED 1 2�d RHANO TIP• �'X ND '• ''• ' PORCHOC`7IEo.% p.8'� X�,X C. Mrn om' 1 '•� D 475• 1 • z o4L m WIRE FEN .r •°• 1 • � � gISEfAW�, 22.491 O .i: • I \ 1 FENCE WIRE FENCE A ' •D STACKED CO Nc• BLOCK W►a LOT 1 q 0 '. cn N/0/ALA XTS • -� D ANE DA P NTS • Cr PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND ED♦ " ♦ n Ott PTED W FOR SUCH USE BY THE NEW VYORAK"STATE LAND c "1&°3 V TITLE ASSOCIATION. • r'. N.Y.S. Uc. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE COPIES°" LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor T0: Stanley J. Isaksen, Jr. L S. TO BE A VALID TRUE COPY. Stani A. Isaksenngegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Josep ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 727-2090 Fax (631)727-1727 PHONE631 LENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin30aol.com a SURVEY OF FREDERICK LOT 141 & P/O 142 ROBERT AMENDED MAP A OF WEBER NASSAU POINT CLUB PROPERTIES INC. FILE No. 156 FILED AUGUST 16. 1922 RO ^'D SITUATED AT ARCHITECT JIG BAY ri NASSAU POINT C� TOWN OF SOUTHOLD mL-� PE SUFFOLK COUNTY, NEW YORK �I� l S.C. TAX No. 1000-111-12-2.1 SCALE 1"=20' NATHAN CORWIN, SURVEYOR JANUARY 4, 2024 OCTOBER 17. 2024 RE-CERTIFY SURVEY 0 AREA = 69,300 sq. ft. APP ® ED AS HMO 1.591 aC. O '3 se•P.1>� S COMPLY WITH ALL CODES OF FE 3,�D BY. i� NEW YORK STATE &TOWN C DES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIO JS OFE—i 631-765-1802 8AM TO 4PM FOR THE SOUTH TOWN ZBA FOLLOWING INSPECTIONS: „�,, _-SO JLD TOWN PLANN 4 BOARD4 1, FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SO , OLD TOWN TRUST ES 0 2. ROUGH-FRAMING&PLUMBINQ - ' .S.DEC W 3, INSULATION OUTHOLD HPC 4, FINAL-CONSTRUCTION MUST °II g4 WHO 8E COMPLETE FOR C.O. N/FL�rIN CW' L (P ALIT.CONSTRUCTION SHALL MM THE ; � F� jONN fL,�N N RETAM STORM WATER RUNOFF MARIL'01 � REQUIREMENTS OFTHE CODES OF NEW W G YORK STATE, NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 493 _ DESIGN ORCONSTNUCTONEMORS OF THE TOWN CODE. �---� P/0 -- `, rNOE m V j II', LJi+ NK FENCE µO110 BACK of STONE wA11 P/0 LOT 142 tA OCCUPANCYOR ELECTRICAL `� u O INSPECTION REQUIRED USE 15 UNLAWFUL ' •>�� .2 � � rr FIOUT CE�TIFICATI � wow Y IT PLUMBING ,� vol c a EX15Tt1E tp,RA� — — �l J p,SPHALt `t OF OCCUP�,NG ": L:L.PLUMBINGwAs�rE �X15T�N 0 $�JIPJATER LINES NEED . TENN19 GQURT _ T TI'NG.EEFORE COVERING D �� PLUP13ER CERTIFICATION UNGERORWNU � 2g.2 ! m g �^R ONG. 1-3 ON LV D CONTENT BEFORE All exterior lighting CERTIFICATEOFOCCUPAN(. installed,replaced or °z z re aired shall conform '20s�WA,� _ _ _ — xI SOLDER USED!N WATER p SUPPLY SYSTEM CANNOT to Chapter 172 EXCEED 2110 OF 1% LEAD. of the Town CodeDRAWING: TITLE: 1''+ EXIS't1NG ' _ s A+ A,N 1.\NK�� IC rI '+ W w►u OUTDOOR ,7, E'IER��` . +N, STONE� MTg1FN � '' M -' >k 8EN B BARBE ° OO,N,ER , „SWD OR W STONE d SITE PLAN PAMO 4 r4 Z � � sia' STONE qe.S �41 Czg i,1 FlRf WT O �lT m ro C tO LOT O ' O i � Bw,NDOW � 'pqL' STONE WALK PROPERTY OWNER: GLC 5100 NASSAU POINT ROAD TRUST I + MASoRY 81.00K pATO « '11,11 �� L 33A 13.,' RCOnP STRU S URE�ECK. O�L� BELGIAN BLOCK CURB (JONATHAN t DARA PAVLICH) N az DECK ?ERG LA 9,L v �w L r HAMLET: CUTCHOGUE (NASSAU POINT) 5T ORY lix wood y��H oR�v a� f ti��vE� f TOWN OF SOUTHOLD E ,, EX�S��ME HouSE ' E5 E;,A� L SUFFOLK COUNTY, NEW YORK - 1 sTON t ��A ,` 1 s�CENO'0 j0 E 5 Of, SURVEY INFORMATION: JOB: 784' ----------- "----- - ° ; 1 1 New y°oNk 000P BELpANBLGCKCUR@ 1 .� NATHAN CORWIN, LAND SURVEYOR RENOVATION: ----- -------- , — ------------------------------ EX15.T1 allo Pool _ -' "E m _ e�� 1586 MAIN ROAD, JAMESPORT. NY ♦.d BT + % R 'G\W SURVEYED: JANUARY 4, 2024 PrAVLICH RE—CERTIFY SURVEY: OCTOBER 11. 2024 RESIDENCE PArO LOT 141 t P/O 142 5100 NASSAU POINT ROAD NOO FlLL ,!�R�o AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES INC. CUTCHOGUE, NY sjF EX�E NEO 1 WCE S¶s tiaN• M FILE NO. 156. FILED: AUGUST I6, 1922 TOWN OF SOUTHOLD SCP RCH 1 ° H o a) 1 R k F SCTM# 1000—III-12-2.1 SCTf1# 1000—III-12-2.1 i FENS ,, � J (,.G x � OpHC. W0�pOST!e CA91� ,, cd LOT AREA: L9,300 SF (1.591 ACRES) 1 ` '1�, N gASEMTv�- h'15•OO II ZONING: R40 ARCHITECT: w,RE YARDS: (PRINCIPAL) ° FRONT: 50' FREDERICK R. WEBER 1 SIDE (ONE): 15' 41 EAST MAPLE ROAD eA EN z�4 SIDE (BOTH): 35' GREENLAWN, NY 11140 REAR: 50'HEIGHT 52 NOYAC PATH N LOT COVERAGE (MAX.)S20%IES WATER MILL, NY Ilq'IL Z54 L31 TEL EXISTING LOT COVERAGE: —5555 J a I'weberarchitecta'9 ahoo.com �.J HOUSE: 2165 SF SCREEN PORCH: 426 SF r;; GARAGE: 686 SF SEAL: I SWIMMING POOL: 920 SF vaENc �NGE TENNIS COURT: 509L SF G.e EXISTING LOT COVERAGE: 9892 SF (14.3%) supcEo cONc.-OCK wAu LOZ 140 / � I TOTAL LOT COVERAGE: o NEW COVERED ENTRY: 44 SF in 1 N/ PLpNts E NEW TOTAL LOT COVER I T S PLAN AG : 9936 SF (14.3%) lip pUANE �' LANSS .. C) ; gC LINO A P 1�a 3b1 2011 1� I" = 20,_O�� 5 DR,4WING SCHEDULE ALIL SITE WORK IS EXISTING WITH THE EXCEPTION OF THE NEW ROOFED-OVER ENTRY STOOP DESCRIPTION REV.: Al SITE PLAN DATE: JAN 30. 2025 A2 FOUNDATION PLAN A3 IST FLOOR PLAN SCALE: I" = 20'-0" A4 2ND FLOOR PLAN, SECTION JOB NO: w202403 AS ELEVATIONS A DRAWING NO. L SECTIONS SI STRUCTURAL— 2ND FRAMING 52 STRUCTURAL— ROOF FRAMING At 1 OF AL FREDERICK ROBERT WEBER ARCHITECT 2'-6" 13'-0" 2'-6" E-4 ------------------------- i U I L POOL 00 N I O I cV E-� I N 00 z :`4 I x 00 i Existing N H--� I X CRAWL SPACE N I6" xj I Exisung 2x8 IF.J., oc 4 Existing (4) 2x8 F.J., Flu ---------------E -------------- 91_O„ U Existing i CRAWL SPACE Ii Note: Foundation Walls, Piers t Framing in this Area Were Not � I Reviewed, but Pro osed Work i Note: Foundation Walls, Piers t 1 00 Does Not Impact ny Loading Framing in this Area Were Not 00 I N Reviewed, but Proposed Work B I Does Not Impact Any Loading i O I N I O A6 I I � I • ` I LO LU Solid Block Ist Floor Bearing Points Down to Foundation Wall/ Existing Pier I New Pier (Typ.) ICRAWL SPACELn 00 0o ao W IN, j I ,-8" 6'-4" Existing 2x8 F.J., 16" oc p 1 DRAWING TITLE: i 1Ei I New 16"AO Conc. BI.� \ I C4 I Pier w/ 30 x30 xl2 _ r- I New Conc. el. FOUNDATION 7 P. Conc. Ftg. Under r+ ^ . �, Pier on P. Conc. „ Bearing Point Above a- m I Footing Exist. U �,i 10'-00, 8" 10'-3" 6'-0" Exist in Girder M Fan Coil U III Existing 1 � Lu I Pipe Column (ITyp.) Exist. Fan Coil Existing ( �1 „ I `° w I� Existing (3) 2x6 Girder 0o Existing (3)(3) 2x6 Girder.............::::::.ar...... CRAWL SPACE r —IH- 1 .—.—. —.—.—.—.—.— _. —. —.—.— .— — - - - - - -0— N — - - --0 00 X 1! Bl Q' Existing P = 8" 0o Solid Block Ist Floor i JOB: N v - d) Basement Bearing Points Dow" Q, to Foundation Wall/ _JJI_--1 1 Lu Stair I I I I I I -� New 16"AC' Conc. BI. RENOVATION: New Pier (Typ.) III I Exist. " Existing I I I I I III _ _ I Ergomax ...... ..............:: Pier w/ 30"x30"xl2" P A V L I C H Ln z BASEMENT .: . ::: .x P. Conc. Ftg. Under ILI 81_01, Bearing Point Above RESIDENCE Existing Girder -� 5100 NA55AU POINT ROAD i " 23'-8" Existi g I6'-8" - --------- (3) x-- .J , r1Wall-Above---------- CUTCHOGUE, NY --' --9— F--------------- TOWN OF SOUTHOLD Oil Tank SCTM# 1000—III-12-2.1 (2Z5 Gal.) � `r `00 C0 C o Existing ARCHITECT: (2) 150 Amp Existing Elec. Panels FREDERICK R. WEBER Sanitary 0 0 I " 41 EAST MAPLE ROAD l Existing 2x8. F.J., 16 oc GREENLAWN, NY 11140 00 I I tr 1 1 I Existing 0 52 NOYAC PATH " ------�_-N 1 81 �1 10 O ------1 141,911 1181° CRAWL I PACE cv WATER MILL, NY 11911. UNEXCAVATED i I I u, II I I " TEL L31 154-5555 23 -4 I I 11 1 `r IT-8" 11 1 1 8 I 8" fweberarchitect gahoo.com 1 - -_--------------- I ZA B i -� --------------- I SEAL: A6 -- -----rt-------rt------ I I A6 I A6 r r I I Solid Block Ist Floor i Bearing Points Down ito Foundation Wall NOTES: KEY: c I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Existing Masonry Wall O U I �l T f O I �l A6 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. REV.: FEB 11, 2025 New Masonry WallPLA (Y O 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. z 201-81, DATE: JAN 30. 2025 Existing Frame Wall 3- ALL NEW CONCRETE FOOTINGS TO BE A MINIMUM SCALE: /4" I'-On OF 3'-O" BELOW GRADE. _----= Existing Wall Removed ALL FOUNDATION WORK IS EXISTfING w/ JOB NO: w202403 New Frame Wall THE EXCEPTION OF THE NEW FOUNDATION WALLS FOR THE COVERED ENTRY STOOP AND DRAWING NO. MISC. NEW PIERS t SOLID BLOC<ING. A2 OF AL FREDERICK ROBERT WEBER Existing ARCHITECT PATIO _ N r -3 1/2" T3'-2" l" 3'-6" 6" 4" 5'-I" l'-6" 6'-l" II'-10" 3'-0" it—�••1 Existin "Andersen" A-Serves WINDOWS/DOORS Stoo FWGDIII0103-4 Existing fisting Ex s Ing Existing New 12' W. x T H. Stoop Model Numbers Refer to "Andersen" A-Series, W ndoiw A d w Window Br-Parting Sliding Door Clad, w/ Low E-4 Tempered Glass w/ Argon Performance Upgrade, PG 50 - Provide 1/2" Plywood Panels t Fasteners __ Exi i i for All New Window t Door Openings ___ , rstring, Existing , Exrstrng, �_________I_I__ DW ' Sink DW 07 i I1 I SCOPE OF WORK- IST FLOOR: N i 1.2,_0„ _I 13._4" 113, �, 15,_0" '� New Cabinet, Face I I= i w on Lower Cabinets t 1 10 I New Upper Cabine s I 1-1 1 - 1- CONSTRUCT NEW COVERED ENTRY STOOP E \ 4" —,,Extend to Ceiling 16'-5" I 0p 1 i . r- -------------, 1 0 o = 2- INSTALL (3) NEW SLIDING DOORS, T HEIGHT Remove I Re = ' = I I - iV W � 3- INSTALL NEW STAIRCASE (IN EXISTING LOCATION) 0 o Existing O II Existin Exrstm iv I Island ' I 9 DINING ROOM WITH EXPOSED TREAD t RISER EDGES, NEW RAIL /--� - d tr � Existin �--- - -------I 4- RAISE CEILINGS IN DEN AND MAIM BEDROOM IST C) O tKITCH N i i o AND INSTALL IX6 SHIPLAP CEILINGS W/ RAFTER TIES. Ln r ` i Existing 4" I I - 5- REMOVE CLOSETS IN DEN t FAMILY ROOM i - SCREEN P RCH -� I i rA t EXPAND w �^ 3'-6" 6' 6" 1 12 INTO CENTER 4- REMVEI SPACE. REVISE WALL ANTCHEN H VAC DUCT KITCHEN CHASES ^w^ C'' 1 1 t RETURNS. EXTEND UPPER KITCHEN CABINETS I� 57< --------- -1- ____y______________________ TO THE CEILING AND PROVIDE NEW LARGE CENTER F—I _ - ISLAND W/ SINK t ADDITIONAL CABINETRY. Verify Refrig. Relfrig/ :Remove! Wall C inets i U B Freeze r i(Verl Non earn ?) 4" v " " _ w C Size etween N 2 -0 13 -3 2 -0 - ,- RECONFIGURE POWDER ROOM, LAUNDRY SPACE, = Door t Window, g — 1 — BATH 1 t CLOSETS W/ NEW TILE WORK AND PLUMBING r-y In I (Move Door `L -N&I _ FIXTURES t FITTINGS. F-y = Toward Living?) Sink `r v ¢ � i� i on ;-- _ W S rn 8- REVISE PLUMBING WORK FOR ALL REVISED AND Q 111-311 NEW PLUMBING FIXTURES t FITTINGS INSTALLED. O A6 i �-1 r- . _ '- 9- REVISE ALL MECHANICAL AND ELECTRICAL WORK <0) x O , , o = _ Existing Q, AS REQUIRED BY PLAN CHANGES. i ` o °o OD Nlew �'' 1 `r FAMILY ROOM o ~� q" 3 -5 I/2 6 -4 3 -5 I/2 N I `�' -' Relocate/Revise `� 10- NOTE: ONLY NEW WORK OR EXISTING WORK LO " " °�'O O Islland i _ Return Duct Chase x rn Andersen A-Series �,p :n rn �I" 6'-I" 3'-6 i _ 5'- 4 I'-0 'i4" 4' W � THAT IS EXPOSED WILL BE CONSIDERED TO BE Ln } FWG080103L a 2 _ - UPDATED TO CURRENT CODES. �0 � � a Existing i New 8' W. x T H. � z cn Expan ed' ;- Windows Sliding Door BITCH N f rn io 3 I N E: 5�_0" x r... W � ih Ste ,4" 4�_3" ,4„ 4, 2„'n Down 5, wstin 4" 20,_q" I � 1 N V' _ r DRAWING TITLE: M lu S xistm °p Q, Line of Ceiling Break Ex' -r O O `i° X E EXISTING IST FLOOR 13'-0" 4" l'-0" ----------- Existing ________ ;k-r - i° I n. - MAIN BEDROOM IST I I Existing : : _ iv _______ ice+ E Remove Built_in-Closets:end =Cabinetlsting ------- ---------,----- _ --------- --------14" I New 24 Dee Built-in cv New 2?f° Deep Buil;'rn �LIVING ROOM 1 1x. .. ...........I.............. . ... _ TV— > Existing res CL. I iq r I I - - -- -_ --- � � Walk r+ O Line of Exrstrng Rrd�e T-V 4" 2 - o I I I I Existin ounte't'6 _-__ - � JOB: I I ----------- ----------- i s I p 1 1 1 1 1 30" Neh c n r d r Ne � - QW 'r am uht t ova „ - - N N Ex mg 1 I I I 11 1 - " ]�\ RENOVATION: C'' - Remove Ceiling E Clg. Joists, 2�f" : 1� 1 I I I Eh 1 v 30 30 - Q, Sprayfoam Rafter Space, I : 1N ----- - k ' Strap Ex. Rafters to Wall, I - 3 New Structural Ridge w/ �11Line f 2 d Floor- W I' ' v P A V U C H N 1° I W RESIDENCE New Tray Ceding 1 L N Y i; ' New Starr w/ Open to Above 4" 13'-3" �{" - `v 4" r 23'-II" I Exposed Treads p 17'-2" _ " _ D I - 5100 NASSAU POINT ROAD 1 4 -10 1 - CUTCHOGUE, NY - - � I'-8" Existing � cr CL - --- - -- -- - - - - --- -- --- - - Line of Ceiling Break TOWN OF SOUTHOLD 0 = _ - - - --------------------rt--- :� T I II2 .I _ . . - � New 1 . . _ _ _ _ o __ Ne SC Mtt 000 I I 2 1 Exrs rng v : : : I FOYER (2) 22 a, - CL. ao Exrsgng M BATH T -R.emove 2nd Floor Walkw g Above _ - C,4 i 2 Existing Existing Existing emove ,% - 1 Window Window Window _ _ ( --Closets I I 1 `r ARCHITECT: to 7'-0" 9'-4" o 3 Add ((2)-Lagers of ;- -� Ne i I I FREDERICK R. WEBER lor 3/'4" Plt�wood to " (2)u124 ;r — — — — Existing Columns t Header — — — — Reinflorce Height 34't _ I ' 30 i 1 i ;� 41 EAST MAPLE ROAD - __ I 1 I ;,, GREENLAWN, NY 11140 - I Existing I 1 U :r Existin Existing I ; I I 1 I 1 DEN I I 52 NOYAC PATH Window Window '- 6 _0 �, 6'-0" I - - - ' I 1 I 1_ �; WATER MILL, NY Ilq'IL Remove Flagstone Pavers, I Remove Ceiling l t Clg. Joists, 1 I'v- {" 2'-2" I'-4" I Replace w/ Bluestone i , I I ` I Sprayfoam Rafter Space, I 1 ------------------ -------------------------------------------------- _ Strap Ex. Raft rs to Wall, 1 I TEL 431 154-5555 New Structural idge w/ 1 1 fweberarchrtectayahoo.com New Covered Stoop: , 1 I I : New Tray CeiliN I I Concrete Foundation - -------- - ------ i 3 I I m SEAL: g Walls Supporting P. Conc. ! , -------- ------ I 'a 1 _1 , ° Slab w/ Bluestone Pavers, ° W 1 ,,, A6 New Columns to Su port ! `r I X� !n I a,1 to I _ ' 1 L11� rn1 c I rnl W ;. �- New Framed Roof tructure I , ,- - �,� I A u1 xI � 1 A t ' Extend U 1 W I U I Remove Existing , Bluestone A6 1 I I A6 t Pergola t Columns i , 01 0 ° I Walk to New , 1 Remove Existing Composite ' Bluestone ,�\ �, c c 1 Stoop Decking t Deck Structure P ,.-.i I 1 --�-r -� ------ -------- - ------t;--��-T- I '. l Remove L - ��Closets I I in _tL --- -------- - -------- -----------� 8'-111, q" i 20,1_011 i 4" -------------------- ----------- Existing A6 Windows IT-3" 23'-l" ll'-6" 20'-8" REV.: FEB 11, 2025 Existing DATE: JAN 30. 2025 Bluestone Walk KEY: SCALE: 1/4" - I'-O" IST FLOOR PLAN � Existing Frame Wall JOB NO: w202403 I Existing Wall Removed DRAWING NO. ------ -- _ New Frame Wall Existing Belgian Block Curbin A3 Existing Gravel OF AL Driveway FREDERICK ROBERT WEBER ARCHITECT Is1—o" 4 WINDOWS/DOORS Model Numbers Refer to "Andersen" A-Series, Existing New ADH2�f34 Existing Clad, w/ Low E4 Tempered Glass w/ Argon Windows [T-4"x 3'-4") Windows Performance Upgrade, PG 50 = Provide I/2" Plywood Panels t Fasteners Q for All New Window t Door Openings 61 I N e RI el 40 tr- Existin . 28"g Exrstrn ih \'\eversj Gable 3 \• Revers Gable / SCOPE OF WORK— 2ND FLOOR: O trip ell 14,_61,I .¢ 4" I- REMOVE 2ND FLOOR WALKWAY AT FRONT WINDOWS / \ / AND REFRAME/REINFORCE FRONT WALL. E Existing -fir �. _ `rr 2- RECONFIGURE MAIN BATH 2ND uu/ NEW PLUMBING I 9 Exrstrn cv FIXTURE !M 9 „ X S FITTINGS, VANITY, SHOWER ENCLOSURE I r I BEDROOM 31 1BEDROOM]] W I TILE WORK. REDUCE W.I.C. SPACE: t EXPAND LINEN CLOSET. REu FREAME/RELOC,ATE ATTIC ACCESS. 3- FRAME OFF DRESSING AREA FROM EXISTING I 19'-10" `r MAIN BEDROOM 2ND FLOOR SPACE. I New p 4- ADD BATH 3 w/ NEW WINDOW, PLUMBING FIXTURES r, cn I 32" i t FITTINGS, TILE, SHOWER ENCLOSURE, ETC. cv I w v- Mirrors (2) 2�4' ^ I ,�� '��`, ,:' �� ,' '�. 5- REMOVE DIVIDING WALL IN BATH 2. � F� o L Ne ou le V New o l e��{ 6- REDUCE CLOSET WIDTHS IN BEDROOMS I t 2. y I'—l0" 30x. " --- N I �in u 4 l -10N Reframe Closet _ -0 6 1- REVISE PLUMBING WORK FOR ALL REVISED AND Walls to Reduce = NEW PLUMBING FIXTURES t FITTINGS INSTALLED. I r, J, N " a Overall Size CL. �' 8- REVISE ALL MECHANICAL AND ELECTRICAL WORK H N _0 ReTde Existing t q m AS REQUIRED BY PLAN CHANGES. Q B I BATH 2 N 9- NOTE: ONLY NEW WORK OR EXISTING WORK -�--1 ,Remove A6 I r �' 4�_ 4/, I 41, 6'-6" 4" x. II 6 Door t Wal THAT IS EXPOSED WILL BE CONSIDERED TO BE Existing Gable Roof Shower a New _ —28" —xisting Ridge — — UPDATED TO CURRENT CODES. Against High Wall m EN ' (2) 24 — —r r-` LO I FR'8 Rade ,, - r — � O � Existing /� �(2) 3'-2'x 4'-4" D.H. e (�/)(Half Round Above) Re-aucea ;- :2'-10�_ _- W.LC_--- Re-Install Exrstrng-- -- ------------ zt- Insulated Zipper Reframe Closet O Reduced --————————————————— _ ;_ ao _ Relocate T Enclosure over Ex Walls to Reduce r I _ T Neuu ; Existing r ' ` Relocated Attic I, Overall Size l u, 28 Attic Starr 1 1 Stmr 32 nL-----�_2-- - °1`, w , I 5'-3" 9'-6" 6'-0" a- ' '�' N 4" 5'-0" DRAWING TITLE: `i I I - Existing Ridge 0o _ m o — —.—.—.... —.—.—•— —.—•—...— — — New / \ v- �U = 2ND FLOOR p / Remove r R 211-9" r 36 ,4" Exrstrn 18'-6"/ 4" 13'-2" � 6„ LUD 11_0" I = oors u' Existing \ ExistingExisting I N MAIN BEDROOM 2ND O_ New / `" UPPER HALL BEDROOM r 301, cv I ------------------- ----- ------------ Existing Ridge � rL Ceiling 8 II -5 11 (V ——— —————————————————— --- --------- --- N W J If W \ I JOB. C'' New E po d Tr ad r T ExtZtnd ; RENOVATION: T /• I \ DRES/SI IG\ -- Rail t Wall I PAVLICH I 14'-4" �[4 A/ -I,_I,1 �- 4,I 181_6N a 4N T' 31_20 RESIDENCE 5100 NA55AU POINT ROAD Existing Bearing Wall I CUTCHOGUE" NY I / J \ / -1 \ / Open to Below � ' \ 9 9 " 3'-0 5' .8" 6'-0" I'-2" l _ I TOWN OF SOUTHOLD I \ I I Exrstrng. Exrstrn / Remove Znd Floor Wa kway A ove " ' Existing / Reversf Gable \.Top of Wall 8'-0" Revere Gabl \. / tt�- \ Windom SCTM�t 1000-III-12-2.1 00 ----------- -------------- N a I ARCHITECT: I I = Existing Existing _ O Windows Windows o Add (2) Layers of FREDERICK R. WEBER I j I er - 3/4" Plylwood to Existing L11 ;.-_ Reinforce Height Reverse able I 41 EAST MAPLE ROAD �I� !! - i = GREENLAWNN NY 11140 Existing I I Exis g xrp ing i 52 NOYAC PATH 2'-0'x 6'- "I Fixed 6'- x 6'-0' Fixed 21-0 6'-0' Fixed I N WATER MILL, NY 11911. I I Arched Top �Q New Standiog Seam Metal Roof: I I � I fwEberarc31tec54yahoo.5om I II 1_ " I I I 1 N ,_ II 1 N I N I I I -6 2 0 — 6 —O 2 0 1 -6 I I I -lii———————— B �// n _.�--------- -------- - I N i SEAL: LU A I I A r' I I I I ' I I I I I I --————————————————— ———————————————————- C0A6 22'-11" 18'-2" 20'-8" REV.: FEB 11. 2025 DATE: JAN 30. 2025 KEY: SCALE: 1/4" a 1'-0" Existing Frame Wall JOB NO: w202403 2ND FLOOR PLAN_ F- Existing Wall Removed O DRAWING NO. I/4" = I'—p" z New Frame Wall A4 OF AL FREDERICK ROBERT WEBER ARCHITECT W . H W w DRAWING TITLES ELEVATIONS JOB: RENOVATION: _ FAVLICH RESIDENCE ' 6100 NASSAU POINT ROAD _ CUTCHOGUE. NY ._.__--_ — TOWN OF SOUTHOLD - - _ SCTMs 1000-I1t-12-2.1 -- ARCHITECT: — _ - - FREDERICK R. WEBER --- 41 EAST MAPLE ROAD ly,. GREENLAWN. NY 11140 ---- 52 NOYAC PATH -- -- ' - -----— ---- --- -- --- WATER MILL, NY 114111, . i 4 EL L3115 5555 ----------._.--- - ----- faeberarchitectsgahoo.com SEAL: • - ----- - -- -- ----- - - -- --- --------------------- _ REV.: DATE: J N3 , 2025 I SCALE: AS NOTED JOB NO: w202403 DRAWING NO. V, A5 OF AL FREDERICK ROBERT WEBER ARCHITECT EXIS ng Q Re rse abl N� Existing 2xI0 C.J. II II i Standing Seam I li Metal Roof 11 Heat IT-2" 1 1 Window Underlagme t Resistant w New Rail, I I 5/8" Roof 12 Roof---- ------------�L3„-------------------------�L3----------------— UPPER HALL 36" Hgt. I 1 11 Sheathing 2 1 W 1 j WalklWay 11 2x6 C RJ., 16"oc (Hip Roof) I I II _=M——— —— Ix6 "Azek" _ 1 Exi t1 NJ 12 F.J. New II 1/SYI LVL --- Fascia Bd. ---r- -r------ - 1 ————————h—————— New 1 Bath 3 1 1 I 1Ren vats d M. Bath- i2nd 1 1 Add (2) Lagers of 6----- r, 1 I � 1 f 1 3/�{" Plywbdd to Ix6 TtG Clg. (3) 1 I/2" LVL I II'2" 211/2" 1112" 211/2j I I%2" 211/2" I ly2" I I�'2" I Reinforce (Height 1 I fGirder, "Azek"nT�m 1 I I 1 I II � II 1 i New Starr �4" I 3'-8" 1 4'-2" G I I I I I t Rail I I I I I (Existin I I _� Column Appearance O 2nd Floor I �— I (Front Door COVER 1 1 0D to Match Existing, ff I I " " Enclosin 6"x6" Pressure -------J-J---- ---- ------ --- --I------------------- KITCHEN FOYER Treated Post on Post-____ 1 2 2 3 2 11 IBase w/5/8"O A.B. t C.O. 3" I I 3" C.O. " 8'QP 5'-0" 1:1 Strap-to Header I:I Bluestone Pavers— ( �__--�------'—'""- I I ---I-----�--- I 1 +- L I I I I I I Existing 2x8 F.J. Existing 2x8 F.J. 2';AT' Coping Edge w/ 39—— —M —11 1 /4" Thick Random � nn I 1 1 I I I 1 1 Rectangular Field 3„ 1 Ppwder I Laundry I 1Bat I I Kitchen 2 1y2" 1 lhm 1 ItT I IV2" 211/2" 1 lh" I I Set in Mortar Over 1 1, 2" 1 1 1 1 1 1 1 4" Reinf. P. Conc. Slab I I I I Existin Stair 1 1 I I I I I g I I Existing P. Conc. 8 P. Conc. Perimeter I W 1 I I Found. Wall Shelf Wall on lVx8" Cont. DRAWING TITLE: ———— 8'-2" i i P. Conc. Footing IstFloor — ------------ ---- ------- ---- ------------ 1 3" II 2" 2" 2,. 3" 1I 2" B EIE�T,pOIM N S 2„ F-11 F.AF.A. BASEMENT 1'—s" i i 4'-0" 8° SECTIONS 1 To Ap'Rroved Existing 13.4 l Slab C.O. L j C.O. C.O. Sanitary Existing Building rain System Basement -Crawl Space ---------------------------- PLUM13ING SCHEMATIC NOT TO SCALE S E C T 10 N c JOB: RENOV,4TION: PAVLICH RESIDENCE 5100 NA55AU POINT ROAD CUTCHOGUE, NY TOWN OF 5OUTHOLD Existing Asphalt 5CTMu 1000-III-12-2.1 Existing Asphalt Roof Shingles Roof Shingles Insulate Rafter Space >:.. Insulate Rafter Space 12 :;;.;,,, w/ 6" Closed Cell ARCHITECT: 12 w/ 6" Closed Cell Spray Foam (R39) New (3) II li/8 ... Spray Foam (R39) 8 New (3) 14" R1dge on 4x6 FREDERICK R. WEBER 8 Ridge on 4x44 Post to Wall Below 41 EAST MAPLE ROAD Post:to Wall Below ss` Existing (2) 2x6 Existing (2) 2x6 R.R., 24" oc WN, N R.R., 29" oc New 2x8 C.T., 24" oc 'Sister" I 740 ' New Sister New 2x8 New 2x8 C.1T., 24" oc :; "Sister" New 2x8 Ix6 Sh1pla R.R., 24' oc WATER MI P 52 NOYAC PATH New MILL, NY 1197L Ix6 Shi la R. 24' oc :: Wood - 1 in --— pp pp W—d Ce I ng --— ———— Wood Ce11ng— — ----——————— ___ ------ - -------- --:--- ------------- TEL L I '15 - 555 T L 3 4 5 -- -- ---------- --- --- ------------- Remove 2x6 C.J. :t rweberarchitect9gahoo.com — Remove 2x6 C.J. t Stra New 2x8 R.R. Sheetrock Ceiling torEpxi htm To Wall I� Sheetrock Ceiling to Epxisting Top Wall F g p SEAL: . New (2) �4x10 Rafter Ties, �, Existing 2x4 Walls Through Bolt w/ 2x8 Rafter O Existing 2x4 Walls — on Either Side of Tie ;w/ — (3) 5/8"0 Bolts (Typ.) — - BUILDING ENVELOPE: (Climate zone 4) MAIN BEDROOM New WINDOWS: "Andersen" A Series, U= 0.21, SHGC= 0.20 New SLIDING DOORS: "Andersen" A Series, U= 0.30, SHGC= 0.26 C Existing 2x8 F.J. 16": �— Existing 2x8 F.J. 16" oc w/ Girder/Piers Below ROOF/CEILING (Den, MBR Ist): New V Closed Cell Spray Foam (R39) w/ Girders/Piers Below ROOF/CEILING (All Other Ceilings): Existing EXTERIOR WALLS (Above Grade): Existing Existing Crawl Space FOUNDATION WALLS: Existing Existing Ce.awl Space t Concrete Slab t Concrete Slab HVAC: Existing NEW LIGHTING- 90% LED New APPLIANCES: ENERGY RATED 20':-8 REV.: FEB 11. 2025 22'-2" " DATE: JAN 30. 2025 SCALE: 1/4" - 1'-0" SECTION SECTION (A* A JOB NO: W202403 DRAWING NO. A6 OF AL FREDERICK ROBERT WEBER ARCHITECT U� WINDOWS/DOORS Replace (2) 6' Wide x 6'-8" Hgt. Model Numbers Refer to "Andersen" A-Series, Sliding Doors w/ (l) 12' Wide x 1'-O" Hgt. Clad, w/ Low E•4 Tempered Glass w/ Argon Sliding BiParting Door, New Header Performance Upgrade, PG 50 `-� Provide 1/2" PI wood Panels t Fasteners Q � � ' I I -- I i ' •" s II New: (2) 9 I/2" LVL w/ I" x 9" 5t1. FL' Hdr. Openings for All New Window t Door O s r----------J pwin9li �� Existing: -----------�I�- : : (T-3„ R.O. Hgt.) p 9 OW I gill( I O Existing NJ 12 F.J. all" cc " III I Existing NJ 12 F.J. 912" oc l i :00 , I I H Red ' I � I•I ---- ----------1 : : oc� III 00 :::�.I...I...................... : W I r III " j'j Verify All:Girders Ends ( III Have a Minimum of 4" Bearing II and Are :Blocked Down Qj w - III to Foundation Walls/Piers T� = Existing (2) 1 3/4"' x II 1/8" LVL (Wall Above) = I I Existing (3) NJ 12 Flush — -----�• — - -• --._.—._- .. - --------------- - - r--I I ........... ...................................... I .... ...... - - ——'—i—-——————————————————————— i Refrig .. Freeze r n y W D ..................... ......... Q I Q i Existing (2) 13/4" x II 1/8" LVL w/ (2) 3/8" x 11" Steel �................................. ........................... ... Existing NJ 12 F.J. xis 12" oc °- Eting NJ 12 F.J. 12" oc Q 'L L_ ........................ ... . Replace C-8" Hgt. Door w/ i �i 1 . . ........... :I (V ....... :.................................................................. ... T-O" Hgt. Door, New Header cx;r- :z:::: .......... .................. :. - .......... �, : ................................................ ........ ....................... Posts End of m `� Strap All Rafters to Top Wall E w/ Hurricane Clips New (2) 9 1/2" LVL Hdr. o •----J Existing Bearing Wall Existing NJ 12 F.J. 912" oc :..: (1'-3" R.O. Hgt.) (: New (4) 2x6 Post, o I: Block Solid Down to Lu Extend Foundation all/Piers 113 Bearing �llall DRAWING TITLE: 0 0 I: _Exis_tir9 (3) II 1/8" LVL Line of Ceiling Break N cn ,, -. .... •I...... .. -- Remove Existing 2NO FRAMING Existing NJ 12 F.J. 812" cc m � Angled Header .� o �> I: / - �� (IST FLOOR) u, ? ul Neiu Heavy X cv i4 00 > a I: I R= III 'Duty Bracket ,x` x N — Lll LUCy\ �� :` ` `k--------- -- ni 1 -; II �z I�� Galt'; J ist Remove Bu 1 -in Closets' nd Cabinet c z I I -------------------- ---------------- ----, a — lu Han�ers -----------7�'---------;�------------- ...................I:. a =� I I..... i ,NNIII of 11 �, u I i i W B :5i es .� o 4X4I N Post N Post 1 z o : 1 222 2)sllnl/8" LVL --- i-- -- ---J JOB Line of Existin Ride rn • • _ _ ------------------- I " 9 9 :I1 I e�conf i I `Wdef ' i' — - 'New (3) 11 1/8 Structural Ridg - R:" u Laundr gR Gu st Batlh -- -- �� :II I RENOVATION: U IW � ----- -- ---"_`IIerify Header00 f'AVLICH A) :'I RESIDENCE CID 4x4 II I I I C`' `�' Z X I� Open to Above „�' Post 5100 NASSAU POINT ROAD CUTCHOGUE NY Line of Floo Bearing • II A oV - , I �> 40 =�= - - ------- - ;; - TOWN OF 50UTHOLD Line of Ceiling Break X c i �:. �) III 1 LV (• u 1 (2 II 8 LVL (Flush) ________----__� ------_ I� I I 4x6PPost SCTM 1000-III-12-2.1 1 -t6 lelr I 'Rermove 2nd Floor Walkway Above i e X o� ,�' `,:' ��, Remove ,�� `,:' ��, - ARCHITECT: W N _J I �_0-Closets __ I �_ r I Flush Hdr. Under i - Add (2),,L',avers of - i �, 2nd d 0 oor Exterior I 3/4" PIgwlood to ; ; Wall goad I I a FREDERICK R. WEBER Strap All Rafters to Top Wall E w/ Hurricane Clips — — — — — — — — — — — — — — — — — — Reinfore c (Height ---- - ! U I j I U 41 EAST MAPLE ROAD _ I I I I GREENLAWN, NY II140 13 -II I I I I I 52 NOYAC PATH " I , New 2x6 R.R. New 2x6 R. I , i = WATER MILL, NY 11911. °C .0 i?J III Existing 2x61 R.R., 24 cc I / Existing 2x6 RIR-, 29 oc "Sister" New 2x8 R.R., 24" oc I "Sister" New 2x8 P.R., 24" or a N :N +� 11 I I TEL 431 154-5555 III ti i I . I i cN i ----------------------------------------------------------------------, , I I '1� i �'y _ I I = fweberarchitecta ahoo.com i z :z �� III q I New 2x8 C!T., 24 cc I 9 I II i „ i New 6 x6 Pressure __- -__ I I v l r I a °- SEAL: . 0 B Treated Post. ;Encase ; -�;_-----_--------_ v �I79 F- in Round Column to ' I A6 Match Existing I(Typ.) ; New (3) 2x8; Girder tp I �� j`p I I , Aro d Roof: Perimet r , ,� rn A ' A v l x QL UI WIQ UI CY I I A I — � 1 � I I — •, e Q I I is l� �1 Ala � 1 m j ` ltf), IZ FRAMING NOTES (Applies to New Construction Only) __I_T`M�;_______ _ _ _ 'r`__�I_T _ �,' `,� Remove 1 __'J' Closets I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER t - - --- ------- -------- - -: i I ' I 4x6 Post I i 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ; 1 I I I to Header lit (2) II 1/8t�r. 1 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ----------.------- ----------- -C-- ------------- 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. A6 to Post ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. to Foundation S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. REV.: FEB 11. 2025 PROVIDE 2" SPACE FOR AIR CIRCULATION 1N ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30, 2025 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" = III 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w202403 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I01D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2ND FRAMING 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" / I C FLOOR ) OR APPROVED EQUAL. ( J = 12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 0~C GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR z PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 FREDERICK ROBERT WEBER ARCHITECT WINDOWS/DOORS Model Numbers Refer to "Andersen" A-Series, Q4 (2) 1 1/2" LVL Hdr. Clad, w/ Low E4 Tempered Glass w/ Argon (New Window) Performance Upgrade, PG 50 Provide 1/2" PI wood Panels t Fasteners for All New Win ow t Door Openings 7// . /Existing / \ Existing\eversq Gable • \Revers Gable/ I o 0 0 'v' v• o 0 0 �� iv �a C() I 7 �� I I I U U =- U U T 1 �J O —xX O —x x I CV N N CV N CV I rn mrn rn rnrn � I� x x x W W W x /X X I I 0_ 1 I I I I I � I I r O O Existing Gable Roof I . _ _ _xisting Ridge Against High Wall cv — r , LO I I Existing Ridge Illy------------11 I I ------------------------------------ _ _ _ _ _ _ _ _ Dbl. 2xl C.J. .� _ li Relocate +i Around n . I Existing I� Attic Stair �I Locate in. Ill _ C.J. Re Val DRAWING TITLE: I m X X = ROOF FRAMING I W W I N N m �jExisting Ridge A- . ' - -' .-.-.-.-.-.-.-.-. . .-.-.-.... j�. (2ND FLOOR) i k � U � ~ I O — a W W N U / \ N CV CV O rn rn rn I X X X CV N N / I N I IY QC rn rn M \ x X X IOL OCvi - ----- W W W------ ----------- ------------ Existing Ridge 0' Ceiling ® ll'-5" LU �� \•\� I JOB: I --"m -----------9----------- ------------- �a I s I W W RENOVATION: I Pitched Ceiling �a��.'� � I �+i I PAVLICH RESIDENCE 5100 NASSAU POINT ROAD I nfl j \ +./ j \�, Existing Bearing Wall I CUTCHOGUE, NY jI ' \ I TOWN OF SOUTHOLD I Existing Existin� Remove 2nd Floor jWalkway Above I SCTM# 1000-III-12-2.1 I / Revers'f Gable \ Top of Wall a V-0" Revere Gable \ Existin j2)_ q_ 1/2" LVL_w/ (3)_1/2"_x9" St. I_ ;(Flush) Existing 2xlO C.J., 16" oc I ARCHITECT: I I I Existing 2x8 R.R., 16" oc . / Exist g 2x8 R.R., 16" oc I I j Add (2) Lagers of I 3/4" Plywood to Existing �Ci I FREDERICK R. WEBER I Reinforce HeightReverse Gable I 41 EAST MAPLE ROAD L------------- ---------- -- -------- -- -- I �� 'll �� 'il i , NY 11-140 I, ,l I ,l GREENLAWN 52 NOYAC PATH I I I I WATER MILL. NY 119-14 II II I TEL 431 154-5555 I I I I I I fweberarchitecteyahoo.com --------- ------- U7 I SEAL: II lil ICI lil I I rn I A6 w A A6 I i A6 I I L FRAMING NOTES (Applies to New Construction Only) I ; I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I I I I , 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. i I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD L--------- ---- ------ ------------------- TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. C 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. A6 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: FEB 11. 2025 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (5kylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30. 2025 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" = 1'-0" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL JOB NO: au202403 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ROOF FRAMING 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 1 DRAWING NO. 11. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" / 2 OOR J OR APPROVED EQUAL. ( _ 12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 16. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 C�� D i� T FREDERICK '5� ROBERT WEBER ARCHITECT 18'_011 g4'_gN U) ------------------------- N � N I 0 11. 00 N F� :� I x 00 i Existing F--1 I NN o CRAWL SPACE N O ir••-•� I Existing 2x8 IF.J., 16" oc j Existing (4) 2x8 F.J., Flu------------- I r, 1-+--I Existing CRAWL SPACES Ii I Note: Foundation Walls, Piers t I W I ? Framing in this Area Were Not Reviewed, but Proposed Work I Note: Foundation Walls, Piers t I I oo Does Not Impact Any Loading Framing in this Area Were Not °O I Reviewed, but Proposed Work i Q B I i Does Not Impact Any Loading O I �+ A6 I L LO ,�^ I—I I a�i I LU Solid Block Ist Floor � I Bearing Points Down Existing i° to Foundation Wall/ `~ Pier I New Pier (Tgp.) CRAWL SPACE ml ao 00 00 ao lx I �..� jI ,-8" 6'-�f" / Existing 2x8 F.J., i 16" oc p I DRAWING TITLE: New 1042" Conc. BI. New Conc. BI. N I LJ Pier w/ 30"x36"AT' _ >r I FOUNDATION Conc. Ftg. Under r+ „ . iv Pier on P. Conc. -aring Point Above c� I 1 Footing t Crawispace Girder Exist. o rn i 10'-01, 8" 10'-3" 6'-0" S" 7'-0" Fan Coil 8" 41-11, II_4N /,_�N II_�ll 1'-11" 8" teel o `D W I P pe ExistiColsmn (Typ.) Exist. Fan Coil Existing_ (2) 2x6 irder I� I - Z �,4dd-2x6 I. I.. LV L on Both Sidessting l3 x6 Girderw Existingj(3) 2x6 Girder:........... .... .:::=r :�::--0 . ...I I �I f` I ) Boiler ExistingI I I I I I 6'-3" 8" JOB: fY J.... W L—___J I Basement P _ u °° RENOVATION: Solid Block Ist Floor _ _� I X Stair I I I I I I i a' Bearing Points Down I I Exist. Existing I I I I I `+ i New 1CAC Conc. BI. _� to Foundation all/ I "Ergomax" Pier w/ 30"x30"x12" PAVLICH x New Pier (Tgp. Water Htr. BASEMENT ............................ ::: :::::.... . P. Conc. Ftg. Under RESIDENCE . .................. , N Bearing Point Above Existing I � -1 , 5100 NASSAU POINT ROAD I N N I CUTCHOGUE, NY CRAWL PACE 8 23 -S _ _J , r I Wall-Above " " Existing 16 8 _ l > x ____________ _ TOWN OF SOUTHOLO Sister Existing Oil tank = ______==---i .:..... =F=====__________ _ N Cracked 2x8 F.J. SCTMtc 1000—III-12—Z.I (2l5 Gal.) _i oo L I ' 0 I I ARCHITECT: I O Existing (2) 150 Amp I Existing i ' Elec. Panels FREDERICK R. WEBER Nr 41 EAST LE ROAD S nitary `r 0 0 Existing 2x81 F.J., 16" oc GR ENLAWNPNY 11140 ao 52 NOYAC PATH g1" I Ir b- -----I575p -------' i 8i" I Existing WATER MILL. NY 11914 I I I CRAWL PACE 04 UNEXCAVATED TEL 01 154-5555 I9'-4" 23'-4" u' I I ill `� 8" 18N fweberarchitectayahoo.com ull --- B —ciy. —--------------- i I SEAL: _ I I ff.f �CK A I I I Solid Block Ist Floor Bearing Points Down to Foundation Wall NOTES: KEY: C MAY 5, 2025 I— DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Existing Masonry Wall FOUNDATION PLAN =E AL APRIL 14, 2025 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. F— REV.: FEB 17, 2025 ":7 New Masonry Wall fY 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. Oz 20�_8�� DATE: JAN 30. 2025 3- ALL NEW CONCRETE FOOTINGS TO BE A MINIMUM Existing Frame Wall SCALE: 1/4" - I'—On OF 3'—O" BELOW GRADE. Existing Wall Removed ALL FOUNDATION WORK IS EXISTING w/ JOB NO: w202403 New Frame Wall THE EXCEPTION OF THE NEW FOUNDATION WALLS FOR THE COVERED ENTRY STOOP AND DRAWING NO. MISC. NEW PIERS t SOLID BLOCKING. A2 OF AL FREDERICK ROBERT WEBER ARCHITECT E-� Exis I ng Q Re rse abl 0 Existing 2x10 C.J. II II I i II F� OStanding Seam �\ I I Ii Metal Roof IT-2" I 1 Windorwg— Heat Resistant w Underlayment 12 ' 3" 13 New Rail, I 1 I 5/8" Roof I� Roof----------------- --------------------------J-41=------------------ UPPER HALL 36" Hgt. I I li Sheathing � 2 1 j Remolve li 2x6 R.R., 16"oc (Hip Roof) w 1 Walkiulay 2x6 C.J., 16"oc T/-� ft II V 1 11 " Exi ti NJ 12 F.J. e New II 1/ iT LVL - - -- x6 Azek _i------ ----I-T ---r- --r------ _ I --------�j�i------ Fascia Bd. V1 I INew Bath 3 1 I I 1Ren vats d M. Bath- 12nd -i I Add (2) Lagers of -- --- g 1 1 3/4" Plyw&dd to Ix6 T#G Clg. (3) 1 1/2" LVL 1 1, 2'" 211/2" 1 1y2" 211/21 1 IV 2" 211/2" 1 q2" 1 1p. I Reinforce µfbi ht I I Girder, Enclose r�l 1 r 1 I g I 11 n "Azek" Trim i I I 1 I I I New Stair 4" 3'-8" i 4'-2" i;' I I I I I # Rail I Q 2nd Floor I I 1 I 1 Existing CO Column Appearance Q --____-- _-- _ ------ --- -- 11Front Door to Match Existing, - ------------------— covER g 1 1 2'" 3" 21, I I 2" 3" 2" I 12" I 12" 1 Enclosing 6"x6" Pressure ------ ------------!-J---- ---- ------ --- --+------------------- KITCHEN FOYER 11 I:I Treated Post on PostLO I 11 � 1 Base w/5/8"rh A.B. # C.O. 3" i 3" C 0 i - 8 Q( k 116. Strap to Header Bluestone Pavers- _,,I 1 1 I I Existing2x8 F.J. Existing2x8 F.J. 2"xl2" Coping Edge w/ n 1 1/4 .Thick Random Ppwder i Laundry i 1Bat I j 4„`r 4,_O1, 8 Rectangular Field Kitchen 2 1X2" 1 ly2" 1 1�2" 11�2" 211/2" 1 ly2" I I Set in Mortar Over " 1 I 1 I i 1 4" Renf. P. Conc. Slab I I I Existing Stag 1 Existing P. Conc. 8" P. Conc. Perimeter 1 W 1 i i Found. Wall Shelf Wall on 16"x8" Cont. DRAWING TITLE: ---- 8,_2„ P. Conc. Footing st Floor __ _ _ S EIEV ION G N S ------------------- ---- ------- ---- ---- 3" 1 12" 2" 211 3�� i 12"— 2 r-II F.AF.A. BASEMENT 1'-8" I I 4,_O1, 811 SECTIONS I I I 1 To Approved Existing Bsl t.l Slab C.O. j C.O. C.O. Sanitary Existing Building Urain System Basement/Cirawl Space ' IM }�' J� M SECTION c JOB: PLUMBING SCHEMATIC NOT TO SCALE RENOVATION: PAVLICH RESIDENCE 5100 NASSAU POINT ROAD CUTCHOGUE. NY Existing Asphalt TOWN OF SOUTHOLD Existing Asphalt Roof Shingles SCTM# 1000-III-12-2.1 Roof Shingles Insulate Rafter Space Insulate Rafter Space w/ 3 1/2" Closed Cell w/ 3 1/2" Closed Cell 12 Spray Foam (R20 # ARCHITECT: 12 Spray Foam (R26) # 8 New (3) 14" 3 1/2" F.G. Batts (R13) New (3) II 1/8' 3 1/2" F.G. Batts (R13) Ridge on 4x6 FREDERICK R. WEBER 8 Ridge on 4x4 Post to Wall Below ) 2x6 41 EAST MAPLE ROAD Post:to Wall Below g Existin (2) 2x6 R.R., 24" oc N, N g 2 New 2 C 24" c "Sister" New '140 g ew R.R.. 24" oc x8 .T., o x8 New 2x8 C.T., 24" oc "Sister" New 2x8 IxL Shi la R.R., 24' oc P New WATER pp IA Shi la R.R., 24' oc Wood Ceiling W TE MILL. NY 119'14 p p Wood Ceiling ----------------------- ----------- ____________ ____________ TEL L31 '1S4y5555 -- - - Remove 2x6 C.J. # fweberarchitecta ahoo.com Strap New 2x8 R.R. Remove 2x6 C.J. # Strap New 2x8 R.R. Sheetrock Ceiling to Existing Top Wall 12 Sheetrock Ceiling to Existing Top Wall E SEAL: New (2) 4x10 Rafter Tres, Existing 2x4 Walls Through Bolt w/ 2x8 Rafter O Existing 2x4 Walls on Either Side of Tie :w/ (3) 5/8"0 Bolts (Typ.) - ,CY BUILDING ENVELOPE: (Climate Zone 4) New WINDOWS: Andersen A Serves, U= 0.21, SHGC= 0.20 MAIN BEDROOM IS,T , New SLIDING DOORS: "Andersen" A Series, U= 0.30, SHGC= 0.26 t " Existing 2x8 F.J. IV:oc �s ► l' t ROOF/CEILING (Den, MBR Ist): New 3 1/2 Closed Cell Spray Foam (R26) w/ Existing 2x8 F.J. 10 do w/ Girder/Piers Below }• .. 3 1/2" Unfaced F.G. Batts (R13) = R39 (Total) w/ Girders/Piers Below � c ROOF/CEILING (All Other Ceilings): Existing EXTERIOR WALLS (Above Grade): Existing Existing Crawl SpaceExisting Crawl Space # Concrete Slab NEW GABLE ENDS: 3 1/2" Closed Cell Spray Foam # Concrete Slab FOUNDATION WALLS: Existing HVAC: Existing MAY 5. 2025 NEW LIGHTING: 90% LED New APPLIANCES: ENERGY RATED 20'�8" REV.: FEB I'I, 2025 22'�2" DATE: JAN 30. 2025 SCALE: SECTION SECTION (A JOB NO: w202403 DRAWING NO. A6 OF AL (2) Il 1/8' LVL (Front Face Flush Remove (1) to/ 2x6 Top E) 2x6 Top e FREDERICK (2) 8 1/2" LVL w/ ROBERT 1"x8" Flitch T _____ WEBER (Block Out Flush, (3) 2x6 Strad Upper F.J. Recess Bolts in to Lower Hdr. Blocking) Jack Studs 2'-O":oc ARCHITECT i R.O. Block Under Posts ' ' to Found. Wall (Tgp.) 15t FI. WINDOWS/[DOORS �:D Replace (2) 6' Wide x 6'-8" Hgt. Q4 Model Numbers Refer to "Andersen" A-Series, Sliding Doors w/ (1) 12' Wide x 1'-0" Hgt. Clad, w/ Low E4 Tempered Glass w/ Argon Sliding BlParting Door, New Header Performance Upgrade, PG 60 for All New Window � Door Openings Neiu:(2) 8 1/2' LVL w/ I" x 8" Stl. fE Hdr, I �\\ i_________ i Ding i Existing; -------,L- -.P Reinove One Top Wall fE (T-3" R.O. Hgt.) I i i i D W ,I I I \�� n I•I I . . Existing NJ 12 F.J. C112" cc " iii I Existing NJ 12 F.J. 912" cc Z I I�\\ � lil F-1 99d �^ --------------� O : :..�.I...i.......::::::::::::::. i - II • : Verify Ail:Girders Ends III Have a Minimum of 4" Bearing � r, III and Are docked Down III to Foundation Walls/Piers F---I I Existing (2) 13/4" x II 1/8" LVL_ (Wall Above) 1 i -- - ----__-Existing (3) NJ 12 Flush ----___ F� — ----._T._ —.._—._ —.—.- _ ------------------ I I •� �q Refrig Freeze r I cn ........ ..................... .. Existing,f2)..1..3/4" x II 1/8" LVL w/ (7) 3/8' x II" Steel T I m ................. B I m A > = Existing NJ 12 F.J. 12" cc °- Existing NJ 12 F.J. 12" cc Q Replace 8'-0' W x C-8" Hgt. Door w/ p -O : :....................... ..: : LO : :......... ...................... C-O" W x T-O" Hgt. Door, New Header ' x P I n�cn oa ao I . :, ?v I : :....... I � : i ......... F-�--1 —'—'—'—'—' i Post 9 End of m Strap All Rafters to To Wall R w/ Hurricane Clips ---- Existing Bearing Wall ' P P P New (2) 8 1/2 LVL Hdr., p 9 9 • Remove One Top Wall ..., I �'/ Existing NJ 12 F.J. �12" oc: :..• New (4) 2x Post, (T-3" R.O. Hgt.) o n is Block Solid own to W Extend 0 0 : Foundation all/Piers Bearing Pall DRAWING TITLE: Existing (3) II 1/8" LVL ' - ------ -- ----- : : ---===r-=----- - ---- -- - - Line of Ceiling Break N ' --- -_-- cn •: : : •• .• •• •• •• •• .. .. .. . ....-• . eiaove Existing 2NO FRAMING - R - Existing IN ;: F.J. 512" cc III I An led Header IN, o `W I L g v 9 (IST FLOOR) (Y a: m 93> III ','NeW Heav gg I COX cv > Q I: I X s m 'Duty Brpeket K x x N 0 '� W r+� Ill `, `> `k-T----------1' w c z I I -' `-uaZ= III Galy, J ist Remove Bui�It-in Closets;jnd-Cabinet :................: ----------------- --------------------, a Hangers I : : :.. ,..... �;,�, III Both:Si es (3) 2x9 4x6 x °.' o I ..............I..................... : : oc II Post Post cn =� L iv Line of Existin Ride N Lv— Post rn :o :'1 I I I I i I (2) II 1/8" L 'h -^ --------9- ------- ---- ---- c N :I1 I I I I I I �; JOB: iv " , R ` :•I Recon�igur� Fwder, - cv New (3) II 1/8 Structural Ridg t= I I I I I I o. - >; '� __ __ N " q) ' (4) 2x4 �aundr i G� st 13 tt �. RENOVATION: d I `x '°v :11 I I I I I I <'I �p W : : : _' v : I Post N ----- -- --- ,� o Go I : :..2:11 I Existing , J 12 F. oc P�►VLICI--I N ) I Verify Header RESID�NCI= C14N I F 1;' (2) 2A N 2 C ., 16 cc Open to Above Post 5100 NA55AU POINT ROAD - Line of Flo Bearing Il Afao, "_ ); 2x4 CUTCHOGUE, NY .. _._..... ost--4 L--- o i : :• _ -- - -_._. . -- —-- -- --- _ -__ TOWN OF SOUTHOLD Line of Ceiling Break X c i :'z, ( 11 L L w NJ 12 Eit Side 9 --__ca _-__--__ : : : : :I I :I I __ SCTMst 1000-III-12-2.1 ---------- in z I (0 2x4rn - I Re�c_ e 2nd Floor Walkwa Above J Post a Crato wly in ace Nx7� _ ARCHITECT: y New lG-Closets __ i \\ ;. Flush IHdr. Under Newj x8 r.2nd door ExteriorAdd (2), ;agers of ;- `il I I 3/4 PI wood to - FREDERICK R. WEBER Strap All Rafters to Top Wall fE w/ Hurricane Clips — — — — — — — — — — — — — — — — — — Reinforce - - ' ' Post x4 n'I' Wall load I i v 41 EAST MAPLE ROAD _ ____ I j i GREENLAWN, NY 11'140 vo ' 52 NOYAC PATH Mew 2xb R.R. New 2x6 R. I � j III I j I WATER MILL. NY 11911. III i Existing2x61 R.R., 24 cc Existing2x6 RIR., 24 roc ��?/ I I Sister New 2 8 R.R., 24 cc I Sister New 2x8 R.R., 24 cc � ti+� �' C' �?+� III c I I �i TEL 431 "154-5555 ---------------------------------------------------------------------- 19. z �ti i i New 2x8 C!T.. 24" cc 1 fweberarchitect9gahoo.com „ " � ♦ I • I � a � New 6 x6 Pressure _________ ________ cs 1 �, I m 1 B - -_-_ - -_-_-_-- I- I v- ace Treated Post, ;Encase ; AM ' o i Q'I- 1 - in Round Column to u I- u I SEAL New (3) 2x8; Girder i I u m " A6 Match Existing:(Typ.) Around Roof: Perimet r 07 A6 U W 1`_- U I I l� z: _ ,.� Q of of - A6 y; ' a FRAMING NOTES ( Iles to New Construction Onl ) % -T-- pp y ---�- '------- - --- - ------ ' Remove ,� �\ . �'� --.._,._.y�:.•'�. _' , - `�� Closets I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER -L -J------ ---------- -------L -- 1 I (4) 2x4 1 ` 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ' 1 I to Header ; 1 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR. EXPOSURE I, 3/1" MIN. THICKNESS. ALL EDGES OF PLYWOOD Ixisting (2) 2x12 Hdrlld Ovhd. Door'W r.) -------------------- —.—.—. —. —.. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ----------- -C-- ------------- 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. A6 to Post MAY S. 2 0 5 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. to Foundation APRIL 1, 02 5 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. 201-8" REV.: FEB I'I, 2025 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30, 2025 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/48 - I'-On 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w202403 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2ND FRAMING 10, PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" ( IST OOOR APPROVED EQUAL. = 12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, fY GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 Window Head Between Adjacent Should Match Bedroom Windows Other 2nd Floor Windows If Window was moved 5" 21„ T-3" over 3" it would be FREDERICK (Note: Window centered between is Greater adjacent bedroom windows ROBERT than 40" ? ' on the exterior WEBER From Shower) N I U0 ENT ARCHITECT E--1 C D U� AL A` WINDOWS/DOORS ��y I--i-�1 Model Numbers Refer to "Andersen" A-Series, (Existing New ADH2434 Existing Clad, w/ Low E4 Tempered Glass w/ Argon Windows (2'-4"x V-4") Windows Performance Upgrade, PG 50 ` Provide 1/2" Plywood Panels t Fasteners for All New Window t Door Openings 51_3N Ne e Exis�tin \ Rere s4 Gable / 28/ 3 \ Re Exi ,ters�, Gable / M SCOPE OF WORK— 2ND FLOOR: \ / itip " � 14f'-6"I 4 � 4" \ 13'-2"•/ - F-+--I I- REMOVE 2ND FLOOR WALKWAY AT FRONT WINDOWS \ / 1 / AND REFRAME/REINFORCE FRONT WALL. I C ili g Break II -O e�lin Break °II - -------------- �- i'--- ---- - - - ------ -------- --- - 2- RECONFIGURE MAIN BATH 2ND w/ NEW PLUMBING Existwng -� Existing iv _� k FIXTURES t FITTINGS, VANITY, SHOWER ENCLOSURE O BED ROOM 3 BEDROOM 2 W t TILE WORK. CE W.I.C. SPACE t EXPAND LINEN CLOSET. REUFREAME/RELOCATE ATTIC ACCESS. - 3- FRAME OFF DRESSING AREA FROM EXISTING MAIN BEDROOM 2ND FLOOR SPACE. Nea p 4- ADD BATH 3 w/ NEW WINDOW, PLUMBING FIXTURES �I NI l 1 ............................................................................... ..ate.?:....i........................ . ..................... ........................................................ t FITTINGS. TILE, SHOWER ENCLOSURE. ETC. Revise Layout in M. Bath 2nd t Mirrors ) rame C o 5- REMOVE DIVIDING WALL IN BATH 2. Bath 2 s v ' Walls to RSdGce e M - t—� J Overall $�ze uble.W.. .i�y.. ..... _0 ew CL._ . ............ .. . . 6 REDUCE CLOSET WIDTHS IN BEDROOMS 12. 4'-2" 4" 4'-10" 4" 3O 7'-10" -- _ 0`'-- ofl- REVISE PLUMBING WORK FOR ALL REVISED AND W NEW PLUMBING FIXTURES t FITTINGS INSTALLED. t, Re onfigured - - i e uce O x ' tr N w 28" Pocket iv CL. O MNew . 8- REVISE ALL MECHANICAL AND ELECTRICAL WORK TH=2ND 1 N I ' Sho r = m AS REQUIRED BY PLAN CHANGES. B ( ew Tile �itures/Fijtt;ir�g i14 t BATH 2 .Remove 9- NOTE: ONLY NEW WORK OR EXISTING WORK A6 I 10 "-__ 4" 4'-10" 4" 13'-2" Door t Wal THAT IS EXPOSED WILL BE CONSIDERED TO BE Existing Gable Roof a, ',Existing Ridge a ao UPDATED TO CURRENT CODES. Against High Wall -- 'rfn i 'e 1� 1 `a ReTlle Existing O a- LL�J I Existing g 41 51 Reduce —.—.—. 1 - ; in (2) 3'-2"x 4'-4" D.H. ° LINEN (Half Round Above) ew 28" h'1ocket -- -- = _ = Ti Re-Install Existing N '28" Pocket _� it =-, Insulated Zip r 1 -- ---------------------------- ---- -- —.—.—.—.�—. —. - N cate _i i Enclosure er ove Close Existin ed Attic `_ I Attic tair i Stair 3.2...... ........... ...__.._............ --- jI I M I ............................ . �.�.. -.-.-.-. ..Reduced .-.- . .. ,' DRAWING TITLE. J (. I 2ND FLOOR IExisting Ridge z AM- o I , � Remove / \ `v �i X = o 21 -q O 6 411 Existin 18'-6"/ \ 41f 13'-211 :0 6N W B �,-011 , I O = OOrS / .O :o LO Existing i F, / I_i \ Existingi Existing iv MAIN BEDROOM 2ND O_ New = "' UPPER HALL BEDROOM I I i 30" ��- ------ ------------------- cv Existing Ridge Ceiling ° II'-5" \ CeilingBreak II'-0' 1 ° --- ------------------ 9 N N I JOB. --- --------- --- N w S it w \ 4 5 _O New DRESS( E po d Tr ad i Ext�Cnd ; RENOVATION: Pitched Ceding = / I - Rail t� Wall ( u? P,4VLICH I / I /l'I I'\ i cr 4" 18'-6" �- I ' 4" 9" 3'-2" `r RESIDENCE O CL. I 5100 NASSAU POINT ROAD / Opem to Below \ Existing earing Wall iv I CUTCHOGUE, NY -5" I'- " _ I I Existing! Existin / Remove 2nd Floor lWa kwag Above Existing TOWN OF SOUTHOLD „ �_ \ g I SCTK# 1000-III-12-2.1 / Reversf Gable \.Top of Wall 8 -O Reverie Gable \. / I \ Window I ------- "'"'-----------------tt� ----------- cc --------------- ----------100------- -------' \ea I ARCHITECT: = Existing Existing �� I l Windows Windows O Add (2) Lagers of +gw FREDERICK R. WEBER Rein Plywood to Revers able I 41 EAST MAPLE ROAD Reinforce Height d _ GREENLAWN, NY 11140 ,� I Existing I I Exis xip ing j 52 NOYAC PATH 2'-0"x 6'- "I Fixed `'- x 6-0' Fixed 21-0 L'-0" Fixed I c WATER MILL. NY 111114 Arched Top S; I I I New Standing Seam I Metal Roof I I rn I TEL 431 154-5555 II_/N 21_OH } 1_ //_OII 2l_ u I ON 11_/ll v fweberarchitect°yahoo.com B (O f=+yi--—————b—— --------''' ail b I C W - W A A G I I A ''p � 1 I I I L------------------- FEB 19. 2024-------------------�C FEB 5. 2026 A6 MAY S. 2025 19'-3" 22'-II" 18'-2" 20'-8" APRIL 14, 2025 REV.: FEB 11, 2025 D DATE: JAN 30. 2025 A6 KEY: SCALE: 1/4" - I'-Ow Existing Frame Wall JOB NO: 402403 2ND FLOOR PLAN- Existing Wall Removed E = DRAWING NO. O - /�� = I�_0" z New Frame Wall71 A4 OF AL e � a {t t t l l' 1 d 4z. 'h`� � �••�t I 1f I Pit; r I Wit AV S•'` ti � y �I.f 5 � '135 K f y ' c,cxj la� &kNy� , ) 2 a `7 r j 3 •z; ;Fs