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HomeMy WebLinkAbout52349-Z of sou rya`o Town of Southold * * P.O. Box 1179 ia +0 53095 Main Rd uxn. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47134 Date: 06/13/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 150 Shore Ln Peconic, NY 11958 Sec/Block/Lot: 86.-1-4.15 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/26/2025 Pursuant to which Building Permit No. 52349 and dated: 10/14/2025 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 covered porch with fireplace, deck, second floor deck and "as built" second floor alterations, to an existing single family dwelling as applied for. The certificate is issued to: Christian Ferrante ,Rebecca Ferrante Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52349 06/08/2026 PLUMBERS CERTIFICATION: Jack Gismondi 06/09/2026 `4� " t Auth r' ed ignature of soo TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52349 Date: 10/14/2025 Permission is hereby granted to: Christian Ferrante 5 Joan Ct Woodbury, NY 11797 To: construct additions and alterations and to legalize "as built"alterations to an existing single-family dwelling as applied for. Additional certification will be required. Premises Located at: 150 Shore Ln, Peconic, NY 11958 SCTM#86.4-4.15 Pursuant to application dated 08/26/2025 and approved by the Building Inspector. To expire on 10/14/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $996.00 As Built Alteration $336.00 CO;,RESIDENTIAL $100.00 Total S1,432.00 Building Inspector SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 O� Southold,New York 11971-0959MUM �. .� I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christian Ferrante Address: 150 Shore Ln city: Peconic St: NY zip: 11958 Building Permit#: 5"�'��9 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Bayman Electric License No: 4692ME 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 On-wall Heater 70A Recpt 92 Ceiling Fixtures 6 Smoke Detectors 5 Pump Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 21 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 76 Combo Smoke/CO 3 Transformer Sub Panel 100A A/C Blower Range Recpt 30A Ceiling Fan 6 Heat Detectors Salt Gen Transfer Switch Mini Split GasDryer Recpt 2 UC Lights Fridge 2 AutoCover ARC Blower Heads Switches 53 Pucks Lights 5 Dishwasher 2 Mini Fridge 2 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. 1 ARC/GFI ERV Exit Lights Bath Exhaust 1 3 Hood 1 Dehumidifier Other Equipment: Notes: Two Story w/ Finished Basement Ot Inspector Signature: Date: June 8, 2026 SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. Cout+,� 631-765-1802 v SPECTION [ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION/CAULKING [ RAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ], PRE C/O [ ] RENTAL RE ARKS: DATE t l to INSPECTO OE SO(/Tyolo � - - - ------/,`.J * # TOWN ��SOUTHOLD BUILDING DEPT. N 1C Comm �o 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 ' ELECTRICCAL (ROUGH) [ ] ELECTRICAL (FINAL) zx [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��ol *Al CJ fn DATE INSPECTOR Of SOUTyOIo - - '* TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPE7ROJJeH rDN [ ] FOUNDATION 1ST/ REBAR [ PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION �vm [ ] PRE C/O [ ] RENTAL REMARKS. IV d — o 4-10 � CVA - �i�� c�V V Y- (/ DATE INSPECTOR OF SObjyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. 'oulm,� 631-765-1802 41 INSPECTION 5y� [ ] FOUNDATION 1 ST/ REBAR [XROPLBG. ] FOUNDATION 2ND [ TION/CAULKING ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] PRE C/O [ ] RENTAL REMARK DATE INSPECT004k �1- �o�aOF SOUjyOlo 5 2,� L(9 ( 50 /,f - # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 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: DATE INSPECTOR ` t:Ln MAI IA . -r IUMU A c ciniiirnu cac�nii s. _ V qutR`Yi.1Tpt1 I • .- . % .P_:... .-9. _..�. .. _ .u. :. spray Foam , p cialists � 9 �N6.N , rnAty ---------- ,;K-. n RadiantDrywalland Insulation'Corp. �; -Ak';'1 www.Radianrinsul Siems:Con] P-O Box 899 Mitldle Island, NY 11953 Phone;:631=924=0500. Fax:63'1-924-4584 , - Envi r®®ri��t11r, fad -,:;• •;r,. ,.:, _:-. Commercial Lic:Suffolk:36254-H Residential Lic:Nassau : H1901650000 Certificate of Insulation 5/29/26 Peconic Building Solutions Job Site: 150 Shore Lane,Peconic Radiant Insulation Systems has supplied and installed the following insulation items. Please see locations and values as listed. Icynene Open Cell installed in Existing Attic Slope at 13.5" (R-49.95) Demilec Closed Cell Spray Foam installed in 2 x 4 Garage Partition Wall at 3" (R-22.5) Demilec Closed Cell Spray Foam installed in 2 x 4 Exterior Walls at 3" (R-22.5) Demilec Closed Cell Spray Foam installed in 2 x 6 Exterior Walls at 2" (R-15) R-13 3.625 X 16 Unfaced Fiberglass installed in 2 x 6 Exterior Walls Demilec Closed Cell Spray Foam installed in Attic Flat at 2" (R-15) R-13 3.625 X 16 Unfaced Fiberglass installed in 2 x 6 Attic Flat Demilec Closed Cell Spray Foam installed in Attic Slope at 6.5" (R-48.7) FS-814+ 10 oz installed in Insulation Phase Items Soudal Window and Door Foam installed in Insulation Phase Items DECE0WE Dane agliola JUN 1 0 2026 ost Operations Building Department Town of Southold a.. NA, VAA1 flpn j(p t7�lavfd�i ACLIICDC[lU i CTUAI MAN Spray FoamSpec alPs3t i+�YNE�1E . Radiant Drywall and.insulation Corp. www.Radian tinsulSysterns.cam P 0 Box 899 Middle Island, NY 11953 Phone:631-924-0500 Fax:631-924-4584 EnviroNLA - f Commercial Lic:Suffolk:36254-H Residential Lic: Nassau :.H1901650000 Certificate.of Insulation 5/29/26 Peconic Building Solutions Job Site: 50 Wabasso Street, Southold Radiant Insulation Systems has supplied and installed the following insulation items. Please see locations and values as listed. Icynene Open Cell installed in 2 x 6 Exterior Walls at 5.5" (R-21) Icynene Open Cell installed in Attic Slope at 8" (R-30) No Burn Plus ThB (FOAM) installed in New Attic Slope Icynene Open Cell installed in New Basement Ceiling at 8" (R-30) No Burn Plus ThB (FOAM) installed in New Basement Ceiling Soudal Window and.Door Foam installed in Insulation Phase Items FS-814+ 10 oz installed in Insulation Phase Items i anieI C t gIiola Operations: FIELD INSPECTION REPORT DATE COMMENTS ----- -----------------------------FOUNDATION (1ST) ---- ---- ------ ---------------------- ------- -------- ----- -- - O ------------------------------------ --- ------ -------- ----------- ---- -- --- -- ------- - ---- - -- FOUNDATION (2N D) ---- ---------------------- ----- --- --- 00, L Le�/ - 7 O ROUGH FRAMING& PLUMBING --- - - - `'- '-f --- A r� INSULATION PER N. Y. -- -" — - --- '� STATE ENERGY CODE - ---- ---- ---...---=------ - - ---------------- em FINAL ADDITIONAL COMMENTS n -sue- G1=2 s- fie-4e, c. rcc, t t t� -------- -- ^e ---- - Z 0 a - d b zzzrc. OFFoc1( Town Hall Annex hy� yam► Telephone(631)765-1802 54375 Main Road !� P.O.Box 1179 y ae Southold, NY 11971-0959 WG s� - BUILDING DEPARTMENT I.1 J U N 9 2026 TOWN OF SOUTHOLD Building Departmpnt CERTIFICATION Date: Iq z g Building Permit No. Owner: (Please print) Plumber: V ( 15, Vtil (Please print) I certify that the solder used in the water supply system contains less an 2/10 of 1% 1 ad. (Plumbers Signkture) Sworn to before me this- ( I day of 200;�f Notary Publi County CONNIE D.BUNCH Notary Public,State.of-New York No.01 BU,6185.050 Qualified in-�96ffoik County Commission Expires April 14, 2-0"k'�' 1 ogUFFOI�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y yz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy0 ao, Telephone(631) 765-1802 Fax(631) 765-9502 hiips://www.southoldtoMmU.%4ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: AUG 2 6 2025 � Applfcatfo �arld fbrmsmust beflll�d out in thefrs�htrrety Ihcbmplete " licatfbn will not be acre fed where'the Appl>Icant�s riat the aenrner,an Building Department Ovnner's Attthvrrtation form(Rage 2j shall be corrtpleted Town of Southold s � Date: OWNERS}OFTPROPERTY < Name:Christian & Rebecca Ferrante SUM#1000-86-01-4.15 Project Address:150 Shore Lane, Peconic, NY Phone#:516 242-0176 Email:cjferrante@gmail.com Mailing Address:5 Joan Court, Woodbury, NY 11797 CONTACT PERSON Name:Frederick Weber Mailing Address:41 East Maple Road, Greenlawn, NY 11740 Phone#:631 754-5555 Email:fweberarchitect@yahoo corn r QESIGNPROFESSIONALINFORMATIONt` N, n f- Name:Frederick Weber, Architect Mailing Address:41 East Maple Road, Green lawn NY 11740 Phone#:631 754-5555 Email:fweberarchitect@yahoo.corn CONTRACTOR dNFORMATION Name Pending Mailing Address: Phone#: Email: DESCRIP TION OF PROPOSED CONSTRUCTION r. � . '9- ,t A.. ,• � �,,:]: ,.1,�w '`.,':' ,S r�x ..�., i,,:+5+ Y,,,, t .s . f,., i ,. El New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 idrt l PROPERTY INFORMATION Existing use of property:Single farnily dwelling Intended use of property:Single family dwelling Zone or-use-district in which,premises is situated: Are there any covenants,and restrictions with respect to R-40 this property? DYes RNo IF YES,PROVIDE A COPY. -)]CheCk Box After Reading The corner/contractor/design[professto'raai isresiransUP fof,ail drama' and storm water Issues ss rovidec!by 'Chapte`'236 of the Town Cbde:'APPtlCATION IS F{ERESIf'IKAQE to t}a>=FSanlding Degartmediforthe issuancepf a BuaCding Permit pursuantta the Buii�ling.'one: .,v Ordrnanre of the Town of Southold,Suffo114 County,New york and other 40i&able taws,Ordinances or ltegi hatioris;for the rnnstrbcilbm uddirigs, "" . s `additions;alterations or to'ratttovat or;d2nso�lttan es here.r decvrbeJ Th aFp!icaRt xgre�r,to`catipiy c.rith"a!1 apprisxtste latss,,ordi�ance"s bullduag housing cod®,and regulations�rrd to adm,k authoitzed Inspectors on prem6es'and in buiklrng(sl for necessaryinspe[tions False statemeitits made herein are punishalalu as a loss A misdemeanor pursuant to Sedlan 239 45 ag the New Y„ork Smote Penal Ww' Application Submitted By(pain n me):Frederick Weber RAuthorized Agent :DOwner Signature of Applicant: Date:/� Q'1�6) CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2 fz Frederick Weber being duly sworn,.deposes and saysthat(s)he>is the applicant (Name of individual-signing contract)above named, Agent (Architect) (S)he is the (Contractor,Agent;Corporate Officer,etc.). of said owner,or owners,and is duly authorized to perform or have performed thel said,work.and to make and file this application;that all statements contained.in this application are true to the bestof his/her knowledge and'belief-"and that the work will be performed in the manner.set forth in.Ehe application file therewith. Sworn before me this �24` day of 20 a�� Notary Public PROPERTY OWNER ALITHORIZATION. (Where the applicant is not the owner)' Christian Ferrante 5 Joan Court, Woodbury, NY-11797 residing at.. do hereby authorize Frederick Weber to apply on my behalf toheTownf Southo Building,Department,for approval as described,herein. owner's signature Date Christian Ferrante Print Owner's Name 2 BUILDING DEPARTMENT- Electrical inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 d r; Southold; New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err(a�southoldto4vnny.aov �- seand�- southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: II iG hs Company Name: A yncul) E I L'4-4t i Electrician's Name: 1A o,'O( Fr i cc�*%v 2 License No.: 4 �q a- L Elec, email: Lu/m Elec. Phone NoS -qQ - 14312 ❑1 request an email copy of Certificate of Compliance Elec. Address.: !R n, 1e TSL.AND I?LUD m,Qps_r 1SLA_vo A/_ 1145 POS SITE INFORMATION (All Information Required) Name: fe-CC ,- +e, - Address: 1, —v Q�Co,1i Cross Street: r, 'Na to n Qc-t< I Phone No.: 516o 2`f 1 — 01-76 BIdg.Permit#: Ljo��� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: FOG e Circle All That Apply: Is job ready for inspection?: F-] YES NO. ❑Rough In FI Final Do you need a Temp Certificate?: ❑ YES F-I NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect®Service Reconnect FlUnderground❑Overhead # Underground Laterals 1 M2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION !' 19) 24:� ve C Zg 0 'rh"'A e N'-— � Cprn.Sa nuv� 6� ds(A---N e..-41�� C E J 20261. UN Bui F� :a` i A V-X,3., A 0 Ido S &e-+ AL 6) 1� C't All i 16 ......... IA FDt�' N. Town Hall Annex ��+0 Gy Telephone(631)765-1802 54375 Main Road a �, ; Fax(631)765-9502 P.O. Box 1179 Z Southold, NY 11971-0959rn BUILDING DEPARTMENT, NOTICE OF.UTILIZATION OF TRUSS TYPE�CONSTRUCTION, PRE-ENGINEERED - WOOD CONSTRUCTION'ANWOR TIMBER CONSTRUCTION, Date:. Acdq,S It Q10 25_ Owner: Location of Property: .._ Please take notice that the (check applicable line): New commercial or residential structure x Addition to existing commercial o residentia tructure Rehabilitation to an existing commercia or residential structure i to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) 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) — Flo Ind roof framing (FR) Signature: Name (person sub itting this form): . . � � Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2615 °� �� •�Dt ' �pp2G• ' SURVEY OF ��. �..•�� s LOT 15 •• _�, MAP OF Ir sr. RICHMOND SHORES AT PECONIC 6'• FILE No. 6873 FILED NOVEMBER 20, 1979 Y - - •y •• �O�•r . .,:, • :,�: �••,,,,i0�� SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK \\ L07' 15 _ S.C. TAX No. 1000-86-01 -4.15 ��� o SCALE 1"=30' G �c e° '�pA� wad ':�' \q, �o�'� � `' / ?' DECEMBER 21. 1999 p0 �� \�• �' `�; /v'� , AUGUST 24, 2001 REVISED PROPOSED HOUSE �?jZ �A •�, �_� .� t� y/ �lr MARCH 13, 2002 FOUNDATION LOCATION �'�8• �ygy x�,7tra ,y �•� ,`�f ~ r, 'o 2 / MAY 2. 19 U DATE SURVEY / AREA = 27,398 sq. ft. .00�OOa.�c. 0.629 ac. O J J� OF CERTIFIED TO. ` CHRISTIAN FERRANTE 44* REBECCA FERRANTE g9 �1� �Z ,, y1� / 4'�? UBS BANK USA ISAOA INTRACOASTAL ABSTRACT COMPANY, INC. •�� 3r.O. m 4 b• ud q, 0 �l�` � V� E�'+'A_ � `$,�, Jac �•e0 � � ``8 10, A G7�� PREPARED IN ACCORDANCE WITH THE MINIMUM IMUM A. ` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ^ / 5�`5. BY THE LIALS.AND APPROVED MD ADOPTED / FOR SUCH USE BY THE NEW PORK STATE LAND \ � TITLE ASSOCNTKIH. •"'d,,, �°�;�•'`°"• .Z�,0�'' �' VED AAA 5 69 +e0'S' i,$F'R N.Y.S. Lie. No, 50467 E 3.3• TI ADDITION Nathan Taft Corwin III l0 TFeS SURVEY 6 A VIOLATION ur SECTION T"OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor -( THE LAND SURVEYOR'S INKED SEAL.OR \Y1 EMBOSSED SEAL SWU.L NOi BE Ca1NSiDfAEp TO'BE A VALID TRUE COPY. �( CERDFIGOIONS INDICATED HEREON SWILL RUN Successor To: Stan�ey J. Isoksen, Jr. L.S. ONLY 70 THE PERSON FOR WHOM THE SURVEY Jaae'fi A. Ingegno LS, y IS PREPARED,AND ON HIS BE}W3 TO THE TITLE OOMPAA GOVERNMIENUL ALLTICY AND rNe Surveys — SuddlYlalons — Site Plana — Conatruction Layout ��* • LENDING INSTITUTION LISTED HEREON,AND T ON CEERRTIFICCTI OF ONNS ARSE LENDINGR INS AB F PHONE (631)727-2090 Fax.(631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT AAULIAO:ADDJ{W AND/OR EASEMENTS OF REOORD, IF 1586 Main Road P.O. Box 16 ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport. Now York 11947 'ELT_ SITE DRAINAGE: FREDERICK ROBERT DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) WEBER A COVERED DECK + 422 sf x .144' Rain = 103.5 cf (U V Dia. x 6' Deep w/ Contributory Roof Traffic Bearing Top 134 of ARCHITECT t- Existing House has Gutters and Leaders Piped to Drywells. APPHOVIED AS NOTED Proposed Additions to Have Gutters t Leaders Piped DA �,p� to Underground Drainage Structures as Sized Above. - V 8'0 Ring: 42.25 cf/Ft of Height FEE Y C0 Ring: 22.33 cf/Ft of Height W Drywells to have Traffic Bearing Slab Tops NOTIFYBUILDING DEPARTMENTAT r 1 631-765-1802 8ANI TO 4PM FOR THE v FOLLOWING INSPECTIONS: I. FOUNDATION-TWO REOI PRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING W 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE:FOR C.O. ALL CONSTRUCTION SHALL MEET THE 28.4 �•� REQUIREMENTS OF THE CODES OF NEW/ off, YORK STATE. NOT RESPONSIBLE FORT �o DESIGN OR CONSTRUCTON ERRORS 0o r COMPLY WITH ALL CODES OF w NEW YORK STATE& TOWN CODES \\�' PROPERTY OWNER: AS REQUIRED AND CO ITIONS OF �. 28.2 CH�.IS FERRANTE SOUTHOLD T CNN ZBA '�� S' REE:ECCA FERRANTE SOUTHO TOL°fN PLANNING BOARD FFo SITUATE: PECONIC Jae TOWN OF SOUTHOLD SOUTH �DTOWNTRUSTEE$ 0\'OG�G ���,( �6- SUFFOLK COUNTY, NEW YORK RY . EC '(�� Y " e�do ��c�P�P�c� SURVEY INFORMATION: ��-� $ �O�flp� �c��e � NATHAN TAFT CHD JAMESPORT, NEW YORK 1 LAST SURVEYED: MAY Y 2,ER 120 9 �F( 30.4 70 00 �� ELEVATIONS ARE REFERENCED TO NAVD 1988 CC �'�R Y _ EPyONEBOk ¢�3 �P ��`.,, LOT 15 LOT 15- AP OF 'RI M CHMOND SHORES AT PECONIC USE- is U \� FILED NOVEMBER 20, 1919, MAP NO. 6813 SOU' F" �+6 ( ., gox °_-G•O* ``` \Cly� P ylo`,` s ��PGN\ \\/i/ O� Q4 �,i i I INCITE r- � \� ��` o � st —86—OI—�i 15 � CI� � ,, E��c REVISE �Fy ��G 3CTM;t 1000 OF 0STONE WALK LOT AREA: 21.398 SF r CCU AVII!C `��e BUILDABLE LAND: 21,398 SF h'i1 R� 1 CO,� � 30.2 \. iy � c S � nW, SOUTHOLD TOWN ZONING: R-40 oPa (NONCONFORMING: 20,000 to 39.999 SF) RETAIN 0 �� 'L �,P� �� � BRFti�� YARDS: (PRINCIPAL SETBACKS) E STORM WATER (RUNOFF 66° o� 5 � �� F ' �• FRONT 40 PURSUANT TO CHAPTER 236 N ��`d'' ti`' oy �� SIDE (ONE): 15' OF THE TOWN CODE. `r° ����.�� P . � tip, 31DE (BOTH): 36' . � � � REAR: 50' DRAWING TITLE: 0- a�o��� �` SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) HEIC:;1T (MAX.): 35 . (2) STORIES SITE PLAN FfS� A \`���/��� •i�b aG�l��F,f Drp+di l , M ' O0. �( V EXISTING PROPOSiED 9 01 5 ���cP HOUSE/GARAGE: 2455 SF 2468 SF ��Q� ��oF`S� 00 ;<�� �� F�q� FRONT PORCH: 72 SF -15 SF ��g O tio� Q co y,, '`Fyc REAR DECK: 334 SF 188 SF CLECTRIct� 1° PseP : ��� F COVERED DECK: 132 SF 404 SF A nGp GPI P 's '���'.,:. : :: �G SH1= : 120 SF 120 SF' saasPscno�� REc�uiR�D :. :.: ;:..:: �� `% 720 SF 720 SF G . ._. SWIMMING POOL: TOTAL: 3833 SF 3915 SF LOT COVERAGE (PROPOSED): 14% 14.5% JOB: 10-AF.Qo��Q�� G�� �, RENOVATION/ 'o�2p ��' 02 YARDS: (ACCESSORY SETBACKS) N Q00\' �;' 0�2°2� (LOT SIZE: 20,000 TO 39,999 SF) FERRANTE RESIDENCE O SIDE t REAR: 10' (18' HIGH) 150 SHORE LANE SIDE t REAR: 15' (20' HIGH) PLUMBING - .w� z SIDE t REAR: 20 (22 HIGH) PECONIC, NEW YORK ° ALL PLUMBING WASTE LINES NEED � /o \ MAXIMUM SIZE: 1200 SF TOWN OF SOUTHOLD &WATER SUFFOLK COUNTY, NY SCTM# 1000-84-0I-4.15 o TESTING BEFORE COVERING � sNE° GROSS FLOOR AREA ALLOWED: SN° ° BUILDABLE LAND: `� 3 • o/ 21,398 SF ARCHITECT: tA 3, s / GROSS FLOOR AREA ALLOWED: 4089.8 SF �$A� �° (TO 30,000 SF = 3350 SF + 1398 SF x 10%) FREDERICK R. WEBER 'a 41 EAST MAPLE ROAD PiU:'�"�ER CERTIFICATION � ';,, `; ° GROSS FLODR AREA GREENLAWN. NY II-r4o 01V 650,D'CO►'UT'ENT BEFORE ° CALCULATIONS: °� CERTIFICATE OF OCCUPANC 1 ° EXISTING IST FLOOR: (Includes 621 sf Garage) 2421 SF 52 NOYAC PATH ADDED IST FLOOR: 13 SF WATER MILL. NY 11914 SOLDER USED IN VMT ER � 69 0�NCE SUPPL'Yv'ySTEM CAI�(VO i \ N / �a35. TOTAL PROPOSED IST FLOOR: 2440 SF cE EXISTING 2ND FLOOR:(Includes 128 sf fweberarchitect Upper Foyer( 1193 SF TEL L31 'ie4-5555 EXCtED?J10 OF 1/°LEAD. yahoo.com fO&J\ ��-cPo/° MCN' ° / G ADDED 2ND FLOOR: 309 SF �Nc• A 'o, TOTAL PROPOSED 2ND FLOOR: 1502 SF ° o�° 0 ' REc'���0 TTOTAL OTAL ADO TEXISTING GROSS FLOOR AREA: 3420 SF SEAL: ` .' •. . 322 SF �. ' dborne debris o TOTAL PROPOSED GROSS FLOOR AREA: 3942 SF , ,� �.•:.ak � ,<.� j, EN Provide win f CE ,W •� �.f i r� �'i new81S. ,. , �, ,..,,�.�. •�. ;.. protection forexterior 8.2'S glazing n buildings as per glazing o 9 NYS Code. Blower door � DRAWING SCHEDULE and ductwork DESCRIPTION• testing required. �� ��-Q j,�+ Al SITE PLAN A2 FOUNDATION PLAN REV.: S I � � � � � � A3 IST FLOOR PLAN A4 2ND FLOOR PLAN DATE: AUG 14, 2025 Must provide Manuals D, J and S as per All exterior lighting A5 ELEVATIONS (NORTH/SOUTH) SCALE : IN = 20' AL ELEVATIONS (EAST/WEST) JOB NO: w202405 NYS Energy Code installed,replaced or AlSECTIONS repaired shall conform to Chapter 172 A8 FINISH SCHEDULE/ TRIM DRAWING NO. of the Town Code A9 CODE DETAILS Additional 51 2ND FRAMING (IST FLOOR) Certification 52 ROOF FRAMING (2ND FLOOR) ELECTRICAL IST FLOOR PLAN At May Be Required. E2 ELECTRICAL 2ND FLOOR PLAN, PLUMBING OF A9 B Existing 4x6 Post, 8" 10'-8" Al 8'-6" 8" 12"0 Sonotube Pier on Existing Piers Exis�.tng_eisrs____ 24"x24"AT' P. Conc. Ftg. EXISTING DECK I I r DECK ADDITION Note: All Framing On I F---------- I I Wood Deck to be I I ExistingSte s I NEW DECK SUPPORT Pressure Treated I 1 to Grade I I Extend (3) 2x12 Girder New 6x6 Post on FREDERICK _ Existing (3) 2x12 Girder on Existing Post Supports __ _ __ --_ - 12 P. Conc. T===T-7 .f-1. I------T- ---------------T—--� Sonotube Pier, ROBERT a I I— —°p --Ex►�tin ast-•-+ r —f ..,x F—.—.—. �.— ---- I 36" Below Grade (Typ.) C4 II I Above to be I I I —' I I ; I I 1 WEBER --J Removed L--_ J L_ _J L__�J U T-8" I v- p 12"0 Sonotub I I New Post Above on: Pier for Su ort I•I Existing Location of x " " pR �Note: Double D.J. 4 I•I Under Grill Area ARCHITECT 9 C., New 16 xl6 P. Conc. -� of Deck Str cture I I I Pavilion Post Above on Q, Pier w/ 24"x24"xl2"; 0 36" Below Grade, I I OD Above _ I Existing Pier/Footing P. Conc. Ftg., 34" no Typical I III cy P. Conc. Fireplace I I Below Grade Minimum: N III Found. Wall t Ftg. OI _4„ I - °D 2p'-6" Lu (Alin w/ Ex. Posts)' 2'-8" - 6'-8" j 2'-8" 1. ch 21'-0" --- 5'-10" M I I I Existing (3) 2x8 der on Existing Post orts Extend (3) 2X§ATdcr - Z 1 New Pier for III Ad Cantilevered 2x10 F.J. I� I Deck Girder :o III to upport Added Corner I' Fra ing Above — — — — — — — — -1r— —, III ri=-- _ -- -ii II I Existing Post II k II II 1a Above be I I I C oi0 lit cV Remove L J L___J cn Al (VExisting In I w z nt II WINE CE LAR II Existing (3) 2x8 irder on Existing R4 t 5 orts.—.—.—. .—.—.—....—. iiI II r II I II Exist. r II er 00 I I II Ref. II i I in i II II cil I Ca II Exist 11 6- 00 I zo ii Sink W 10 x 12 x 11 r C I rn in I X Ln LU C. I I -i I - - r `r i I Existing _ _ Egress :c III Existing v g Existing - III RECREATION O 01 A ,q Window N GAME ROOM ? III - Al Al i X _ O �I X O I� W W c� (Y — (V X — (V II � 12'-4" 8" Existin 4' 0" w r—I --, r-- --� Existing "Boxed-in" Columns Oi Baler I I I ; ' I W 10 x 11 TEFL BE M I— I — — — — __-11rT'—lV TL/ x.IT, fit=€L EAF1�+-I - ---i.— �----- o —.- —.— � �. ._.—.—.— II—. — W I II I III I Ill I Ill II I I II i I o I II I III I III III I Existing Soffit III II I II I LL II Daxt'se ng 6- ill O L_—H4 N{J III II L——— IH—J - - 1 I -------' ---------- -Irr-Ilr ---------tIt-------rtl----tr-----13------- r �9 I 3 -5 `- Relocate Stairwell, I I "SIIde Back", Refram�enl iii o iii ii ii cv n Exlstl g IS'-5" Itl Ilt Opening As Requiredl Ili Ill cX III II II rn O II Elect ical LL 6 O III III= = — -------- - III II II E XII Panel " DRAWING TITLE: _� Existin O 'I m III n1 13 -5 I t '-5" I I n I($'-6" N �I 4 -9 MECHANICAL X a- I nl I nl ; I I n u w _ '- Existin TI r--I --, III r — )�2 r-- --, II II r I ;'_ III III I II III I ____ I III I II II ___ I 11 MEOH NICAL FOUNDATION W I x I jTjEt E I -—I—- -—I-UJ--)--�s-1 T-57 f EL-'B-E -—I— xis inU I—.�I—.—.—.— —.—.—. —.—. —1.— .—I.—.—. --. 1= a tr X 1T—.—.'Tr.—.—.—.—.—. O O i W Sew r III 2x6 Walll Existing Sbfflt� III I -?II ?II I II ► I i v �e to ---- — -- —1-----1------1_'� H+--� ---LL: H----u-iI------ ----1_ 1L_ Iv L__I.J.I J L_—___J L_6m_—J Oil OII II 2" Closed Cell Spray °p ° Existing N In `4 n `"n LL �� HV iC Foam on Inside of. o0 1�1Found. Wall ( 3" in 1 Existing `� III N II �II O iv To Existing 1 $„ 1 3,_6„ B5MT BATH r rn111 0,11 o,il X II Box Bay Area Approved 1 -> EXERCISE III C II C II ( a 0 Sanitary System I 1 (Fdn. Wall} III XII XII rn = °p14 _-1 t 11 I V-6" 8" O 12'-5" LU I I 3'-II" ILU I 2,_4Lu I C, 0" tII I1 O ° III II II JOB:- New 2x10 F.J., 16" oc I I (Frame o a- Existing Saw Cut Foundation Wall Foundation ADDI TION/ Above) N v From Top of Wall to Top Wall (Typ.) RENOVATION I I 1 4-3III II II a--I J of Slab for Access/Piping, 00 I I I X ill II II z� Provide Supply Duct for Heat FERRANTE I I I +_ III II II RESIDENCE I w Access to New (3) 9 1/2" LVL F.J. ., EXlatlnlg n n — --- - - 150 5H CR NY ROAD Water Service P. Conc. a 8" II'-10" 8" 13'-6" 10'-2" Bel = I 1 I Fdn. Wall TOWN OF 50UTHOLD -M Revise/Add Cant. F.J. 6" Insulated Wall w/ SCTM# 1000-84-1-4.15 to Support "Box Bay" Pressure Treated IR From Slab to Underside ARCHITECT: I - _ of Floor Joists —1------, ---------� , I I ----------+ i U I I 1 RARIMPEE 1 4ESALRO40 J B I ----------+ _---•-----_ _ _ . GREENLAWN, NY 11740 1 I 1 I Al L J----------t_ I 52 NOYAC PATH � OfJ o WATER MILL, NY 1191t. 4'-2" 8" `v TEL 431 154-5555 rweberarchitecteyahoo.com I � SEAL: 1CP: OD 1 1 t NOTES: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3- ALL WALLS SEPARATING GARAGE FROM HOUSE D D TO BE ]-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) Al O Al 4- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. - REV.: 5- GARAGE SLAB and BASEMENT SLABS- EXISTING. GATE: AUG 14, 2025 SCALE: 1/4" = I'-Off JOB NO: 402405 C Al DRAWING NO. 20'-6" 2'-8" 4'-8" 12'-6" 25'-0" FOUNDATiON PLAN_ ti OF A9 A7 4" 10" Existing Storrs Cable Rail (4" oc) FREDERICK �- ----------------/=-N---- -------- --; New Rail 3'-0" Above Deck w/ 4x4 Po sts I ` 5/ 4x4 Mahog cap ROBERT Miler•...........................5 ....�...... ----- ------------- +— —+— 11 1/ WEBER I New 8 xS 2 -$ Nrsting i� Ri Post 0 Post. i I I Grill New Fireplace w _ -m I \ I I > P. Cony. Found. I l I Existing New (Built-in or GROSS i=�00R AREA CALCULATIONS: t Framed Enclo re Expanded �1 1 I Freestandin « EXISTING IST FLOOR: (Includes 921 sf Garage) 2421 SF ARCHITECT For Gas-Fired X € I I DECK DECK o ADDED IST FLOOR: 13 SF COVERED DECK I I I `I Fireplace Unit w I g' _ ` _ TOTAL PROPOSED IST FLOOR: 2440 SF • a I 1 \� ,/ I 1 1 1 1 5'-6" 12'-0" �^ g 21'-0" /I Front Face of o.... , Firebox - I I R 5 10 I w L'_----__-_-I 1 I EXISTING 2ND FLOOR:(Includes 128 sf Upper Foyer) 1192 SF I I 'I �, , I I 1 � Fireplace to Ali n = ; I1 i I I n. ADDED 2ND FLOOR: 234 SF \ I 1, 1 I/ TOTAL PROPOSED 2ND FLOOR: 1426 SF w/ Outside of 1 I � \ i � 1 1 I p 2 -8 6 -8 2 -8 • 0 1 II'-3" TOTAL EXISTING GROS Existing Girder 1 I I "S UARE-OFF" Z S FLOOR AREA: 3619 SF BREAKFAST AREA TOTAL ADDITIONS: 241 SF Pre-Existing Dimensions) cv 1 TOTAL PROPOSED GROSS FLOOR AREA: 3869 SF (Dining menvon) I I, I I " " 2 9 1 \ i 1 Exrsting 1 i 1 New 8 x8 --- LOT AREA: 21398 F .Post I , ost S LOT— —----- ------ —*-1--` -- p ---- ;'y'\ it Y a- iv ih C14 ; o Drop Girder 1 \\11 ; •Drops de ....... \New C Sliding oor i -' °0 C GROSS FLOOR AREA ALLOWED: 4089.8 SF ' ' TO 30,000 SF = 3350 SF + 1398 SF x 10%) - - - - - - - -.� --t -I------- -----------1--------------- / New �Re-Frame Ceiling s ;r Existing Areaway A'1 BiFold 8' Height (Dec Above) \ 1 to Basement NOTE: ADDITIONAL GROSS FLOOR AREA ALLOWED = 223.8 SF Window00 r-�-, 1 \ / I I II f I N N I Y Y tl N I = 1 " I Y " > I ; 1 \ Existing / u, 4" II -4 i 4 -0 tr 1-0 1-0 4-II 00 0 1 Counter i Existing I ' j I \\ I DECK w/Brat et _ _ _ _ �v New ase t Support BREAKF�,SRemove _ N Y I N N New(Cover / Window a ove Existing Remove Existing 2 x4-0 �� � � _ 2=4 x4-0 G Casement \y O / E ———, asemen I 4'-8" -011 _ i -__-; I / i o New New Ne 1 ' New basement DW Sink ; D Windows Replace Existing v - - T2 / T i I 3O New `� 1 1 4.A. I Z o0 r— —I------\----- ----- ----- 32 : :..........................................................�� Casement I `� WINDOW SCHEDULE U) ---------- ' Expanded N Remove Soffit Above Evsting Upper Ca inets, ; : : ............................................. p 1 \ I \ = New Cabinets to Extend I : : i Unit Model # R.O. Area E res -i ---------------- - - to Ceiling, T9P : : i� : : 1 Existing Opng 9 \W7 20'-0" 71411 21'-10" 4" 16'-2" i N I AC I 4 1 ® ACW2050 2'-0" x 5'-O", Left No I j \ Remove (2) 6' Sliding Doors, "Sister" Exterior 2x4 i NEW ISLAND ew N n : Existing �� `I Livin Room Wall w/ 1 M I _ W `r ----------------- BEDROOM I I B APW2050 2-0 x 5-0 , Fixed No A , O Ts 1 tVew t;anso Center Post Sliding 2x6 gStuds to Inc ease -------- 'd- (;� O i� M r- � " � " e ;- O1 Wilnd , Alig Transom Above, Provide t Install Strength and Allow I I r' A O Al I �Pati: /Okh r New 12' Br-Parting Sliding Door g I I for Tri le Heade s /I I ll � � REMOVE TRAY I A-Y 2'-14" s m Writ ows w/ Rectangular Transoms Above p I 5 -10 ------_----10 -O 4 -0 I : : I Existing C ACW2050 2'-0" x 5'-0", Right No --- CEILING, FRAME I�.E�W O 9 o WIDEN ------------1 I I - I I CEILING..a..8,_O/1./TO.......................... 1 �\ ALTERNATE #2: _I OPE I G 1 1 1 -I ' MATCH IST F4YOR `T l; New 14 Br-Parting Sliding Door r I ; 1 I cn I I O ACW2434 2'-4" x 3'-4", Left No - w/ Rectangular Transoms Above 1 1 1 I ; :............................................................. . I 1\ er g I I RELOCATE CQAT6 t PYJWDE-R RD�M' ' I ..........................i.................................... .��:7 4x4-0 c Re Face Chimney l�ew Mantel \\ ____________; �i Casement �., O ACW2440 2'-4" x 4'-0", Left Yes Exterior w/ \ New I Ve eer Stone t1 Fir place \ 51_0" Column ; ; Pain New r1111 � " oExist] 1 1 5urro nd = \ Bev. -'-1--- I Ref. Dbl. 24 F-�- O ACW2�4.40 T-4" x 4'-0", Right Yes 1 C W.O. 30" I E�Sting Gas vFrceplac�. � °° �>----------------------� --- _, 11 . �0I I Hear h 6- Existing - - 1 _ --S1ton � IO ACW2038 2'-0" x 3'-8', Left NoGREAT ROOM NEW 5' O'PENING 1 I Existing to 4" j 6'-011 _ 1 INeU I HO APW3038 3'-0" x 3'-8", Fixed No 4_1i� HALL �n r Revised 1 Varntgg I m 1 Bu in Ca inet t I I �� W.LC. v w/ Dbl 1 I " I _-- - 51he es Ab >'ie, Both F ll a- O ACW2038 2 -0 x 3 -8 . Right No 5�d of F eplace I I (/\� -- ��- ExIT ND/ , ;j Sinks g I I I I I I I I 5(�� _ � l I 20" ist ri WIDEN' 1 1 1 Ellectric " " DRAWING TITLE: = 1 i p OPEN, I Do n i „ iv 6 ;_ CUO ET LINffN Meter O Tri-Fold 5-4 x 4-0 No 1U�w rarrso I OPE>ul�lG MOVE Sl•AII�S , 1 , o I lUilnd �Aligg ;- I BACK OUT ;OF I I � i I ;' /0th r Remove Existing (3) 2'x5' 1 I FOYER 51"�CE1 I I I cn t i O ACW2054 2'-0" x 5'-4", Left No IST FLOOR + I I I I I I I I I I a m Windows Casement Windows t Half Round I I I ' _ _ _ _ ___ , , - N w Caseme t Transom Above, Provide t Existing Window I I i -� --y-_ '�' R e '- " I �L ______ Install New Enlarged Windows __ Edge_ta gems__ ___J I v- �I12811 r Window, x3 4 O ,4PW'f054 4'-0" x 5"1", Fixed] No TT RectanguTar Transom ASove Widen to East O S 1 1 r m e i Exrsting _� 3'-611 41/ 1_ U I 1 1 __,Tub _ 11 I `�' AC ti g Q ACW2054 T-O" x 5'-4". Right. No I I = - ----- ��/ MO \\ t 1 =a FOYER 36" - -- `�' -- --i 1 Y „_ __ _ -------- _� I I - Bench -- -- _ - © APW2030 2 -0 x 3-0 , Frxecd No 0 I � Q � ' - -- -L ill/ W/D Upper Cabinets _ _ 1 O_ ® ACW2040 2'-0" x 4'-0", Left No v I I 1 0' C "SQUARE-OFF" Exrsting Bench I 4, I N (St ck) (Stack) ______ othe 1 JOB: Lj P' le ® ACW2o4o 2 o x 4 0 , Right No ADDITION/ 5'-6" 8'-O" I I I _FOYER 36Y DINING ROOM ' 20 2O� - ' 1 �! N I " I- " RENOVATION ul. 411 I 1'-O" 14" 12'_211 `� 1/ - - 11 - ' .- -- 1 a in _ _ I n II 4 I \ r New Casement Frll_ON ;; 41_ I/ is I o x a Si�ik _I Window, 2'-4"x3'-4" O ACW2034 2'-0" x V-4% Right: No FERRANTE � a II 1 RESIDENCE I I i a 11 1 Ti ATF3020 3'-0' x T-0", Fixed No 150 SHORE ROAD Din I PECONIC. NY I I `I�, , �,� ew Door w/ idelite.- � I I-I" I'-2" 3'-0 I'_ 1" i New Insulated Wall i Ts ATF5820 P-8" x T-O', Fixed No TOWN OF 50UTHOLD SCTM# 1000-84-1-4.15 New Window Seat 1 I T3 ATF4o20 4'-0" x 2'-0", Fixed No I I ` ENTRY STOOP 13'-II" I 10'-5" 1 � � 1 ARCHITECT: yT--------- I - ---- ------- - I 1 T9 ATF2020 2'-0" x T-0", Fixed No Windoow. Add New I I Step Dn 4 "Box; Bay" Pindow,//,; I ----__ --- I FREDERICK R. WEBER 1 �'' APW2440 2'-4" x 4'-0", Fixed No 41 EAST MAPLE ROAD I o _ B ------------ Existing 1 �' I GREENLAWNY NY 11140 -------- --- --------- �_0— ,—h�_ ----, I i I 1 GARAGE I ,' I "Andersen" 52 NOYAC PATH Walk I 1 I Model Numbers Refer to Andersen A-Series, WATER MILL, NY 1191E Newi (3) 2'-0"x 5'-0" I I �� 1 0, "Storm Watch", Impact Resistant Glass, PG '10/l0, o Casiement Windows, 1 I i` 1 ao Low-E4 w/Argon Glass, Simulated Divided Light -� (Left/Fixed/Right) i i / �� i N TEbera431t 154-55 5 FRAMING NOTES: II 6 -2 11 I. ALL (FRAMING LUMBER SHALL BE GRADE STAMP D DOUGLAS IR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I l Y I a I �•� N 8 -O 2 -� ,, cv l�--------_� 1 D00R SC1-T �1.JUL 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 MIN. HICKNESS OR AS NOTED. I I \ -----_n___ I SEAL: 3. ALL SUBFLOORING TO BE APA RATED STURD-I FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ` TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD UBFLOOR TO FLOOR JOISTS. \ Width t Height 4. ALL HEADERS C-O" AND OVER SHALL BE SUPP RTED WITH OUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. I I I Unit Model # I/ _ I/ - , I ------ "1" I "ThermaTru", Front Door-CCA240 1 Y ' . , ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 I 4 WALL t 2x8 IN 6 WALL OR AS SHOWN ON DRAWINGS. 1 1 \ , I Sidelights- CCA 50 L 3-0 x 6-8 (Door) , 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 0 O.C. 1 I_ Y Y f 1 \ I I O g 34 S l2l 1 2 x 6-8 (S.LJ � • r PROVIDE 2" SPACE FOR AIR CIRCULATION IN R OFS. I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, S airs, etc.) OR AS NOTED ON DRAWINGS. I I 1 \ I O Andersen". FWGD60611R i6'-0"x C-11" (R.O.) 1. DOUBLE UP FRAMING (UNDER ALL POSTS AND P RALLEL PARTITIONS OR AS NOTED ON DRAWIN Sliding boor, Right Active I 1 I \ ' 1 I 1 \ _I 1 "Andersen", FWHID2%IIAL 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH FATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. I 1 1 - --- I 3 '2'-9"x 6'-11" (R.O.) 1 I I r--- I Hinged Door, Left Hand 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y. . BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I I I 1 N "Andersen" FWGD1110611-4 " AND PLATE. ALL EXTfERIOR NAILS SHALL BEGALVANIZED. D 9 1)2" 4" I 24'r4" j 4" 9II/2 �D� ® Bi-Parting Sliding Door IT-ION (R.O.) 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. Al 1 -----L-----N i -�,� � �gpet. g___L___ _ 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO HE PLATE A D STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I I ° I �\ I Al Andersen". FWGDG0611L I N ,_ . `r O Sliding Door, Left Active 16-0 x 6 II (R.O.) OR APPROVED EQUAL. I 1 REV.: 12. ALL 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 ECOMMENDATIONS. WEB STIFFENERS t-------------------- ----------------------- � ----} Model Numbers Refer to "Andersen" A-Series, 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 - Clad, w/ Low e Tempered Glass w/ Argon DATE: AUG 14Y 2025 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Impact Glass. Performance Upgrade, PG (e5/10 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES To HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINEBOLTS 8 24" O.C. Verify Operation SCALE: 1/4" 14. PROVIDE FIRESTOPPIING AT ALL LEVEL PENETRATIONS. C JOB NO: w202405 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8' Al 20'-C 11_41, 12'-6N 25'-0" DRAWING NO. KEY: Existing Frame Wall IST FLOOR PLAN Existing Wall Removed A3 I I.q" = I'-0" p� New Frame Wall Tti OF A9 B Al 6'-4" FREDERICK -------------------------�,= 12 ROBERT '"_;' WEBER �- ------------------------- 65'-IS" -------------- Existing Raised Ceding 12 I Rev iced I Roo I I I Skylight ARCHITECT Existing 8 I 12'-0" 2T-O„ ' Ceding I I "Hip" Ce g Inside I I �' \ Upper Bunk I Pavilion" tructure I I 4' S'-6" 11 Cable Rail (4" oc) \ i I I T - w/ 4x9 Posts t Lower Bunk ----------- ----------- ---- --- - - -- -- �-_ - - _� - --� ,;� � ��, I 5/4x4 Mahog. Cap 1 ____________________7____ u h '� I C i ------------ ------------1— ------ --� ------ Zv ='r I II' 4" I 4" A1 -y-o -_- --�-- I I Pitched hed" Roof 1, f1EW D UK I from Hous to "Pavilion" = I i Remove Tray Ceding w 1 I "Trez, Decking on b; 4ic6- I on Ist Floor and Level ` I I Sleepers Over Pitched I Floor on 2nd Floor v I I New ;, Membran , piing „ I ,: " ,-" Roof R of 3 0: 3 -1 I 2 0 6 -8 0 -8 r 13 1 BEDROOM 3- CROSS SECTION r- ---=- ----- -- ---- - ------------ - \- --- ----------------------� Overlay Overlay _ I ______ ___-------_ _-= I Roof Roof I ---_ ---- ------- I \ NEW SLIMING DOOR I 1 - IF \\Replace I v- Z-4"Al-O' New 28, B ______ _____ Casement Door ; I I / I ; WINDOW SCHEDULE U� ---- -- ---- --- ---------------- 43, 4" Al- 5' j 4" 21 -24' a i Unit Model R.O. Opng Egres \ O - Revise E;xisti I / __°D I _ , I ® ACW2050 2'-0" x 5'-0% Left No \ i Existing I / j o I I \ = howe 1BEDROOM 3 + Replace Exi 1!i I 1 j ¢ I W I 1 \ BEDROOM 2 1 n 1 ® APW2050 2'-0" x 5'-0", Fixed No i 48 x32" Skylighgtrt> I 1 A � II \ I _ 9 � mi = I A \ Lower FI 1 r /' L__�!_J 'd- I 04 I I ' \ Remover y ,/ v j I '�`� © ACW2050 2'-0" x 5'-0", Right No I ,/ ,/ \\ I 4,_2„ 4" New Ceiling BSI / U I R I Ex)dtip� \ Door I j OD ACW2434 2'-4" x 3'-4% Left No \\ 5i aifold \\ CL• 24,, 13\ LL111 -1 1000, ACW2440 2'-4" x 4'-0", LeftYes Existing \ / / CL. OewRoof -ACW2440 2' 4" x 4'-0", Ri ht Yes 3O Door 9 1J4� DoorExist fig NewN OG ACW2038 2'-0' x 3'-8", Left No / Door \ Do 28" � I I I / }----- N ----- --- - -- -- --;4\ Exi irjg_ = i 1 m �" HO APW3038 3'-0" x 3'-8", Fixed No ' = We UPPEz HALL 6'-6" --- Existing \\= 5 1 1 to I / Remove xisting BATH 2 Existing I O ACW2038 2'-0' x 3'-8% Right No Door t Patch Tub I I I I I I I I I I I - i I I I I I I I I Wd11 Solid New Vanity w/ \ I cr , x , x 4 -3 (2) Sinks y \\ A) Q Tri-Fold 5-4 x 4-0 No DRAWING TITLE: , N I I I I I I ExAing \ I I O ACW2054 T-0" x 5'-4", Left No 2ND FLOOR v I I I Existing Drop O / ,/�\ `r 3 " Existing \\ i i + MO APW4054 4'-0' x 5'-4", Fixed No cv 1 I I Ceiling in this Area _' / i \ Vanity fisting \\ istin I of Upper Foyer �° �' /' I \\ W Sh I i O ACW2054 2'-0' x 5'-4", Right No ------ ------------------- -----�T-- -� - 4" 7'-0" 4„ / 12„�2N 9" Existing \\ =' BATH 3 \ I © APW2030 2'-0' x 3'-0", Fixed No 28" 4 ® ACW2040 T-0" x 4'-0", Left No _ +a RRemove, / I , I JOB: i Linen /� I i i I I ® ACW2040 2 0 x 4 -0 , Right No ADDITION/ Openn� i---- I " " I r� Existing I - ° 6' �\ MAIN OOM SUI`f --- ---J�� New I I RENOVATION / SITTING,; AR A \, \\ ° I = _ -- g FERRr4NTE \ New (2) 2-x3 \ ft-- Gne of S' CI B ea I I S ACW2034 2'-0" x 3'-4", Right No i / 9 I �%" 1 2�" :°C11 ,Cas'ement Windows / - i I I o I I \ ; ; ._ " = i/,' 1 I I = RESIDENCE I ° v- \ Wall 6 8 •v- _ I I -' I I O Ti ATF3020 3'-0' x 2'-0', Fixed No 150 SHORE ROAD ---- ----------- r 1 I I i ---------- __ ___--- ----- ---- I = PECONIC. NY ' '- " k T� ATF5820 5'-8" x 2'-0", Fixed No TOWN OF SOUTHOLD I I Zn 5 6 3 -6 4 4 18 4 3 6 5 -6 14 � I'-10" 4'-0" I'-6" I 28" 1 28 SCTM#t 1000-84-1-4.15 tr I I Square-Off Casement t4doWS _0" I I ,: New I New I T3 ATF4020 4'-0" x 2'-0", Fixed No U er t�oi�er t v 28" 28 _---_ _ P� CL. CL. ; ARCHITECT: Refr�ame Roo El ------ ' 1 ATF2020 2'-0" x 2'-0", Fixed No g�� i i i i i `r I FREDERICK R. WEBER - Ire\ L - ' -$� 010-- -J ` a`�� �y� i� Wall 9 5'-ON = Q APW2440 2'-4" x 4'-0", Fixed No . GREENLAW NY 11140 I EAST MAPLE ROAD • N x..................................... cv Al I Optional\boors �� cn Model Numbers Refer to "Andersen" A-Series, 52 NOYAC PATH 12/12 ` O WATER MILL, NY 119'iL I � I ���' Ceiling Break � 8'-0" _i Storm Watch ,. Impact Resistant Glass, PG 10/10, E I ia;.....••••;.........••••••••••••••••••••••••••••••• oo Low-E4 w/Argon Glass, Simulated Divided Light F N fweberarc31tec58 ahoo.5om FRAMIING NOTE:5: i. � I New New I 9 I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGL S FIR-LARCHSTRUCTURAL GRADE No. 2 OR BETTER I j °D BED keA 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. I I °D - - AL: �. 1, -------- :�------------ - DOOR O Iz S C H B D U L B SE 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1,= 4" MIN. THICKNESS. ALL EDGES OF PLYWOOD I i e, \ , �GK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLO TO FLOOR JOISTS. N , „ I I ' Unit Model # tv' ......- {:. 4. ALL HEADERS 6 -0 AND OVER SHALL BE SUPPORTED WI H DOUBLE�,I RIGHTS, 9 -O AND OVER WITH TRIPLE UPRIGHTS. I I Width Height 1 t� ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6 WALL OR AS SHOWN ON DRAWINGS. I I R: ,v: ti i d Ceiling Break a 8'-0" I i ..... ThermaTru , Front Door-CCA240 3-0 x 6-8 (Door) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. I ,I CO: �\ " O Sidelights- CCA34505L (2) I'-2"x 44' (51.) PROVIDE: 2" SPACE FOR AIR CIRCULATION IN ROOFS. 4 5 -6 6 12 T4 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) R AS NOTE ON DRAWINGS. ....... d n FWGD60611R " T- iv O An erse 6-0 x 6 II (R.O.) 1. DOUBLE UP FRAMING UNDEIR ALL POSTS AND PARALLEL ARTITIONS 0 AS NOTED ON DRAWINGS. \� Wall a 5,\0 cn Sliding Door, Right Active 8. ALL FLUSH WOOD CONNEC-TIONS SHALL BE FASTENED WIT RATED GA VANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. I I I a,: O "Andersen FWHID2°l611AL 2'-9'x C-11' (R.O.) I I Hinged Door, Left Hand 9. NAILING ECHEDULE SHALL IBE AS PER THE N.Y.S. BUILDIN CODE AS MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I I ` I -' AND PLATE. ALL EXTERIO>R NAILS SHALL BE GALVANIZE I I I U 4 "Andersen", FWGD1110611-4 II'-10'x C-11" (R.O.) p Bi-Parting Sliding Door 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR ED ES AND 6D 9 12" O.C. INTERMEDIATE. I I Al O "Andersen", FWGD60611L 6'-0'x 6'-II" (R.0.) Linen OCT 9" 2025 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLAT AND STUD ITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I, ___----_____ ___ E _ u __�_ F� I Sliding Door, Left Active ---------- -- ----- ------------- -- -------------- ----- OR APPROVED EQUAL. - - ----��--- - REV.: 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" JI SERIES W OD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, Model Numbers Refer to "Andersen" A-Series, GIRDERS AND HEADERS SHALLL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS Clad, w/ Low E4 Tempered Glass w/ Argon DATE: AUG 14. 2025 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 91-0" if-ON 9#_0" Impact Glass, Performance Upgrade, PG 4.5/10 PERIMETER„;. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 21" O.C. Verify Operation SCALE: 1/4" = 1'-0" 11. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. JOB NO: w202405 C 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Al DRAWING NO. 20'-6" 2'-8" 4'-8" 12'-V 25'-0" KEY: Existing Frame Wall \ l 2ND FLUOR PLAN __-- A4 _____= Existing Wall Removed • �1 New Frame Wall V,i.,,, , Cl nM 1R1L OF A9 / / / / / / FREDERICK ROBERT WEBER les / -12 - ARCHITECT 12 12 ----------------------------------------- ----------- ------- / II --------- ------------------------- --------------- ----------- 12 / I t / I 3 New Windows M" -" - Q wNew x \ c�A " -- t i Versatex Casino ' f New Ix8 "Versatex I 1 co ao I u Rake Bd. w/ I New White Cedar \ Ram's Crown It 0" I,��„ , 1 I Sidewall Shingles, New Cable Raill (4" oc) / Raised Fascia Bd. IxL Freize Bd. actor ie w x osts ; ___ _______ _ " Living Room of twin x Ma hog.. cap --------------------;-- ------ --- \ --------- ------ -- --------------, W 1---------------I I------ I ————————— ———————— —�-r—— — — — r 17, As oor Fascia Bd Hot.. _ III III I I \ Cut-Back on Remove I I II II II \ avi ion oo to New I - - Existing Align as as Column Column/R rame Column I I i g Pavilion Roof i = I I V i LL— — — J j 'oio I I I i New Cable Raill (4" oc) r w w x osts I x Ma hog., Cap - I I - -- 1 ____________ __________ __ __ __ ____L__ — ------- - ----c_v ___--- _ ___— —__ __ __—____ —_ _ j 34' To Wiest Property Line � Gable Ridge (33.1' � Closest Point) I 1 1 - I -r _ ______________ Iwlc P W 1 hpa ihrg 1 I I I I I i I I I I J i i I I I I I III I I I I I I I I I I r- I I I I 1 1 1 1 1 1 1 1 i i t l I I ram, I I I I I I l L J II J� 1 L_J 1 1 1 1 r-� 1 IL----------L---------- _L-------i-----J-i-- -- - --------------------1-i---------------------------------------JI L__J L__j L__., L L_-j L__ , SOUTH ELEVATION DRAWING TITLE: ELEVATIONS \\ New Ix8 "Versatex" JOB: Rake Bd. w/ .' Ram's Crown t ADDITION/ Ix4 Freize Bd. RENOVATION 12 ---------------------T FERRANTE DANCE �' ' / New Gable 12 150 SHORE ROAD 101,y , , PECONIC. NY ---------------------------------------- -- _ 7 " y- ---------------III -------------------------- -- ---- - - ' TOWN OF SOUTHOLD SCTM# 1000-8L-I-4.15 moo, / L.C. Copper `'� / Cricket ARCHITECT: OleNew Windows II I / wNew 5/ixi _ / ersatex: Casi , , - , ' P P I EO F I I I O _ 1 41 EAST I MAPCK LE ROAD GREENLAWN, NY 11140 Sk' 1 INew White Ce ar " 0" 52 NOYAC PATH Sidewall Shingles,-III, WATER MILL. NY 11914 'Factor ie 1 ohd Sfain TEL L31 '154-5555 45° ___ ____ __ __ __ _ __ __ ____ __ __,-_ ____ _- ; r ------- -- ---- -- -- -----=------ -- - Fweberarchitectmyahoo.com T� Ta T� __ __ _- __---— New Ix8 "Versatex" ---- ----- ---- ---- 1 I -- - ----- � r 1 _ p Fascia Bd, w/ 1 I Half Round SEAL: 71 Alum. GutterEll] I :i = I OI C'' 1 1 1 I A B C l i New 5/4x�4 I Versatex Casing i t l 1 .° ,` I I I IO 1 I, h "co Weaved" Shingle I I 1 1 Corners (Tgp.) 1 38.5' To East Property Line (Clcosest Pant) 1 1 II II II I Revise Front Porch, I 1 I I I I I I I I Sky Plane OCT 9, 202$1New Stone Pavers l 1 I I I I I I I I I I 1 I I I 1 I Steps, New Masonry ! 1 I 1 I I I I I I I REV.: t I I I I I Foundation w/ Stone 1 I I I I I I I I 1 t I I I 1 1 Veneer Above Grade I I I I I I I I I I DATE: AUG 14. 2025 t I I I 1 1 I , r-f- 4 I I I r�� j I I I i L-- i oo L L 1 , I I I L--J SCALE: 1/4" - 1'-0" 1 1 1 1 1 1 1 I I JOB NO: w202405 I I I 1 1 I I I I I I SKY PLANE DIAGRAIMS: II L---------------------- -------- 1 I L--- --J—L----'------------------=J---------- � I North Properrty Line is 50.1' Froim House— No Sky Plane Issues. r' t r-----------------------------T�---------------------T�---------—— ----L T--- --------------------L---------7--U--,I DRAWING NO. South Property Line is 10' to 2-Story Portion of House- No Sky Plane Issues. L___ L__J L__ L____ L__J East and West Property Line Diagrams AboveA5 L NORTH ELEVATION, OF A9 12 8 12 8 \ FREDERICK II � ROBERT , Remove Existing ----------- =---=---------- WEBER Hip Roof, Frame y New Gable Roof y I `Remove Existing HiL Roof, Frame _ New , ARCHITECT - - -------- - -------- ----------- ----------------- -- - -- - --------- - - - - - - - New Ix8 "Versatex" Rake Bd. w/ Ram's Crown t r . I lx4 Freize Bd. f \•.. ` Il I I I I I .•� E I I New IIIIIII--� I_ 1-1 - .•'�II-.,-••�- -- -- -- - -I: 1-1 - -�#Cai 1 bi`-i eI�,-o st-a ls IIIII p-\ o c 5/4x4 Aahog. C -- -- -- - eckinP on Sleepers ----- ----®---- --- ------ - - - - ----® ----- 'Over itched Membrane Roofing 4�----------------------------- ------- - --- -- ---- - T———————— —— —— ———————---- New -Olt 1 Sidewall Shingles, Factor Applied 01 gain I New Wmidows B w New xED Versatex Casing CIO -- ---- -- ------ -----_____ �L-------1--------- - - ------- -------- -) wWrWh�1w I - -- - ------------------- ---------- - -------- -- --IIIIIII II-_-II II II-IIIIIIII----------- ---------7---/-------1"----- -- ----IIIIII I1IIIII 1III-i'I�IIIIII--II�s------w--`-•\----t�--oQ\-,n•�-e----'-`,----\---------_-----I�_-1 IIIIIIII-J------4--' IIIIIIIIIIIIIIII1 J 81 26'-0" _O ll r--', _ L L J L 26'-0" I . IIIIIIIII J 18/ 10'•'•-.0• " WEST ELEVATION_ • .. \ `L-IIIIIII �II}_ o PDRAWING ��T..I;I T-. 8n^ L _L ...�E -\- : ELEVATIONS e :oo ---------- JOB: Remove Exibtinq ADDITION/ k.G. Copper - RENOVATION - ----- -- -- -- -- ------------- --- FERRANTE RESIDENCE 150 SHORE ROAD Reinuyu Ilk 9 0 IC. NY ------- -- -- -- -- ---- -- - - -- � --- -- ------ -------- TOWN OF SOUTHOI .Li - •DGa - w SCTMt 1000 ARCHITECT: 12 New Roof fp��Ies -RICK R. WEB ,.E .1 R FRED 41 EA5T MAPLE ROAD12 GREENLAWN. NY 11140 8 J , ----- ---- ---- -- 52 NOYAC PATH WATER MILL. NY 1191L- nd i oo TEL L31 154-5555 fweberarchitect9gahoo.com - ---------- -- - ----- -- ------ ----------------- --4_ 2 SEAL' New Widows II w/ New 5/4x4 Versatex CasingNew White Cedar i Sidewall 5hm les, me Applied N w me III imn Solid tam Chi nc osure, w n I New 6x6 Post Wrap m IOxIO PVC Trim Rmtm Front Porch. w/ Base it :Crown I New Stone Pavers t New Masonr Foundation Veneer —New "Box ay---- -- -- -- -- - ---- (Cantilever) -------------- ------ - L _________________- -4" 1 -01, REV.: (Approx. Location of Existing Deck Girders)INew Ix6 PVC Shiplap Siding DATE: AUG 14. 2025 _J SCALE: 1/4" = I'-ON JOB NO: w202405 IL____________ _______ ----_J Lv-L r----------- DRAWING NO. 12'-0" L L _J L_ 20'-8" jjL_ Fr EAST ELEVATION- 1/4" = I'-0" A 6 OF A9 FREDERICK ROBERT WEBER 12 `\Rove Existing � f�Frame = ARCHITECT ;;:: .;•:;;,. ..... New`Qi 'Roof *46 le \ \ ::y.. —___---- -- — \ \ \ .. :•::. \ ` 6'-�" I 12 Existing 2x8 : 8 6'-2" Remove Breakfast Room I R.R., 16' oc 12 I Roof and Construct New I Ex Exi — Flat Membrane Roof w/ I 8 yp� Existing Ex o 2x8 k Decking �I12 Knee all :�, , ;,,, ; ;;.•• i Existing 2x12 C.J: 16" oc 10" 1'-4" ::?? s 5' >:>::;•.. 8 0 erlsy .R. .f .. �N w 2 8 Addition to Existin 14' ` 6 oc New (2) 14" I' 2" New (2) 12 I MAIN BEDROOM UlT New 2x8 R.R I - 1/2, LVL Hdr. LVL H dr. : I 1 W -- --- - A7 I --_ a -- ----- oc =------ ------------- ...�._........==.... ... ......6. ........... ..........@. .. ._........... ...._..� - ----- . ............ ........ ........... ........... .... ........... - - -- -__ - - - IL"", - ---- -- --- -- -- -- -- ---- -- ---- New (3) II '1/8" - --- I I ------------------- -- ---- -- ----- --------------I ------- `. \`� .W ,.. I \ f - - — — - - - - - - - - I-- ----- --------- — ---------------- LVL Girder—T•�_�6- - --I I I a- I ----- ------ -------------- -- -- - 12> 14" �LYL I (3) 14" LVL i I I - - - - - I I T - I (2) 2x4 IE w/ ` J I I II'=6" i I � 3/8 x 3 I/2 I I b" � I I I Steel Flat F a W tr I I Remove Existin I I I I Stiffener I I WI 60 x II 1/8' F.J. 0" 91 10" 10" I I Existing N I I Lower Floor Over Garage i �—I 2 to Align w/ Rest of bo I I I I I I I GREAT ROOM oo ExistingI I I I I I 12 2nd Floor, Re-Frame w/ i N I `� I I O GARAGE 14" TJI 560, 16"oc I ,ISN I 20,�8,1 l'_,4" i I I BD Existing 5/8 25' D" T e X WB I I I I I I (Wall/Ceiling) 2x10 F J., 16" oc I T __Existing_ P.Conc. = ------ g --- ------ --------� - -------�- Gaya a Slab--- -- - ---------- ------- � � -------------- ------a- I p O I l i I I II �•„ I I I II I I I I I I I I I I II I Oil I I I I I I I II I I I I II oo I I I I I L___J L—J IL--_J I L_J II I I I I I I I II I I I I I I I II I I Existingg I I II 4 P. Conc. Slab I L___________I__________________________________ I I II I I ENERGY CODE: COMPONENT w F , ---------1=--------------------------------- F r, �„ IL ,� I-T L__ L —_ I L—__ __J ——J COMPONENT REQUIRED PROVIDED GLASS: U .32 U .29 101-0" 12,-ON 20'-8" SHGC .40 SHGC .21 CEILING/ROOF: R 49 R 49 (lf Joists Lack Depth) R 30 R 30 FRAME WALL: R20 R21 DRAWING TITLE: SECTION rDD ALL ROOFS: SECTION FLOOR: R .19 R 19 New Asphalt Roof Shingles, GAF, High Wind Underlaymenu "GAF WINDOWS: ANDERSEN "A" SERIES LOW E9. Simulated Divided Light SECTIONS Deck f�rmor or Equal WALLS, CEILING/ROOF: CLOSED CELL SPRAY FOAM, RI/Inch Ice i Water Shield a FLOORS: 6" "Roxul" Roof Perimeter, 2' Begond Inside Face NEW ROOFS: BOX SILL: 3" CLOSED CELL SPRAY FOAM, RI/Inch of Exterior Wall 12 518" Plywd. Roof Sheathing 2x8 R.R., 16"oc 8 New V Closed Cell Spray Foam (R38) Existing New Enclosed "% Hurricane Straps on Insulated—o o--Space to be JOB: All Roof Rafters Envelope Insulated ADDITION/ b. ...,... ..,.... ,...... RE ADDITION/ .......................... ...... <..... a.�. ...... ...... ...... ...... ...... ...... ...... ........................... ... 12 N TION " Existing .................::::.::::.::::.:. ::.:::::.::::.::::.::::.:............I...::::.:::: ::.:::::.:::::.::::.:_:::.::::::::..................................................... Existing :::•::.: :••::......:.:::::::::::.::::::::::.:-:::.::-:::.::::.::: ............................................................ -::.: I=ERR,ANTE ATTIC 12 ATTIC RESIDENCE ` Close Cell 150••� •\ "\\ \\I Spry Fos (R49) 12 Uyd4� '' "" Exi Ing Eave (Typicaq: Existing i `` y Gable End PECON CR NY ROAD _ 2x8 C. 16 oc 2x8 C.J., 16 oc Remove Exis ' Hip Roof, Fram SCTMtt 1000-8L-I-4.15 12 ter'' ' \"��a Ixd PVC Tas i Bid. I �\ 9 TOWrI OF SOUTHOLO New Gable Roof 1/2 Round Alum. Gutter I ARCHITECT: 11 I II ,1 so-ON 4„ Renovated Existing Existing ,' e FREDERICK R. WEBER Existingi New °i ; ; Existing BEDROOM 3 �i BATH 2 BATH DRES ING I I 41 EAST MAPLE ROAD II O ' ' � - I GREENLAWN. NY 11140 BEDROOM 4 CL. BEDROOM 3 O R dve * " ' ' ' Remove aised i ALL WALLS: Remove Raised i ' I \ `� 8 i N Tray Ceill g in MBR 1n 4" White Cedar Shingles Tray Ceiling rn MBR 00 I I'-4 52 NOYAC PATH 4-2�4 ___= 22- ________- ___________-__-__ -__ 4'-3 /2" I `i. WATER MILL. NY 1191L "HgdroGap' Self- -- ___ ___________________„=��T:�___-- - 4" Closed Cell Addition to EXI'Stln I `� H Existing Foam ( 2 ) (2) 2x6 IE Existing ; ; ; ; ; �; ,�, ew w-~ - Adhered ousewrap -;y--4 ew �`�--�;- - g MAIN BEDROOM SUITE r \ + TEL L31 '154-5555 2x10 F.J., 16" dry ' " 2x10 F. 16" oc �' 2x10 F.J. 16" oc `," "' 2x10 F. 16" oc ______ , ____________^_ ` - �Sprag - ------------ -- Block-Up Rafter fweberarchitecteyahoo.com r .. ............:.........::.::::::.::::::......: .....................:......:::::.:::.::::::.:::.......:....::::.:::::.::::............. .............................................................. ... ............................................... ... .. . Beare — 9 ------ -------------=-------------------- Bd. to Align) NEW WALLS: Flush LExisting irder Remove Exiatin� New (2) 14" SEAL: Lower Front Wall 5/8' Plywood Sheathing WI 60 x 11 1/8' F.J. PP LVL Hdr. `v to Support New F.J., Side Wall fE to Remain 2x6 Studs, 19" oc N 4" 13'-211 Lower Floor Over Garage `r ���` _,,, � ,' •` Existing , Existing Existing 2 Closed Cell Spray 2 to Align w/ Rest of �� a t• $ Foam (RI4) t 3 1/2" 1 2nd Floor. Re=Frame w/ GREAT ROOM KITCHEN , BEDROOM I Existing " 11 Unfaced F.G. Batts (R13) 9 0o Existing New Renovated 14 TJI 560, I(e oc iv 5/8" Gypsum Bd. BEDROOM I W.LC. POWDER MUDROOM 4" 20'-2" 21-10 4" I6'-211 Exist ln Existing ;� Existing GARAGE 8'xl6` 2x10 F.J. 16' c Overhead f : - �+ 2x10 F.J., 16 oc Door Existing P. Conc. Existing :Steel Girder Existing Steel Garage Slab I Girders 4- I Energy Code OCT 9, 2025 REV.: AUG 22, 2025 I Pool, o DATE: AUG 14, 2025 Existing °° j Existing 8" Existing '� " _ „ Existing 8 SCALE. 1/4 I O BASEMENT I P. Conc. BASEMENT P. Conc. I Found. Walls Found. Walls JOB NO: w202405 Existing I Existing 4" P. Conc. Slab I 4" P. Conc. Slab DRAWING NO. I I I I I I 32'-O" SECTIONKA*�_iA SECTION �c�c 1/4" = 1'-0" OF A9 FREDERICK BASE CAP ;0 ROBERT WEBER BAND ARCHITECT <r � m mF — — — — — — — — — — — — — — — — — — — — — -- -, BACK LF — — — — — — — — — — — — — — - - - - - - - - - � BAND 3 1/2" WINDOW WINDOW/DOOR HEAD �--� CASING- TYP. � W Half Full Size SILL Half Full Size I I I WINDOW SIL — I I W covE ELEVATION • I H SHOE MOULD Note: Where Window Sills I w Occur Directly _ m Above Countert g ops , I I = Eliminate Castn and I = M Extend Backsplash to Underside of Sill iv WIDTH AS REQUIRED I WINDOW CASING /� SILL MULTIPLE UNITS I3 A SE l/T Y P') Half Full Size Half Full Size 3/4" I I FULL SIZE I I W i I I I I � I F I N I S H S C H E D U L E I I SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS _ _ I I DRAWING TITLE: '3 R W W l7 U _ 3 �' I FINISH SCHEDULE 0 cn cn z $ a, X N U X ap LLUz Q p z w 2 z W co — TRIM o sx OC ai W Ln un O O < Z m is _ w w Z D W IL U QC iL � I H ? X C) a W f0 _Z z w O w m z v U w W w a z w ¢ z z [o Lo z z to ro yt J QC =1 = O = O O � D 2 O El B ' " 0 0 F- CUB m I I- U v7 Z U z U z U U N cn U U U I _2 FOYER C) O O ® ® 1 1 O 1 Varies I � I GREAT ROOM 4) 0 ® 0 ® 0 Varies I I JOB: KITCHEN 4) O O O O O O O 8'-0" ► I ADDITION ON BREAKFAST 4) 0 0 0 ® 0 8'-0" FERR,ANTE HALL 4) 10 1 O O 0 01 8'-0" I I RESIDENCE DINING ROOM 4) 0 O 10 O O 8'-0" I 150 SHORE ROAD � BEDROOM I 4) O ® ® 0 ® 8'-0" PECONIC. NY I I TOWN OF SOUTHOLD WIC (BRI) Qp O O 01 10 O 1 18--0- I SCTM# 1000-84-1-4.15 BATH 1 0 0 0 0 0 O 0 8'-0" I LL- POWDER ROOM ® ® © 1 ® ® ® s'-0" I ARCHITECT: I MUDROOM ® ® O 0 0 O 8'-0" I FREDERICK R. WEBER — LAUNDRY O O A O O O 8'-0" I 41 EAST MAPLE ROAD GARAGE O 0 ® ® O O 10'-0" GREENLAWN. NY 11140 52 NOYAC PATH _ Scheme Scheme B WATER MILL" NY 11916 FRONT PORCH 101 1 101 ® 0 ® 1 "Bookshelves" — "Floatin Shelves TEL 431 154-5555 REAR DECK 0 0 0 0 01 fweberarchitectOgahoo.com MAIN STAIR O O Stone Surround SEALS' BASEMENT STAIR 01 1 1 0 Q[ UPPER HALL C) 0 0 O O O 8'-0" 4 BEDROOM 2 w/ CLOSET 4) 0 O O O O 8 -o i ;1, 1=firebox O BATH 4 O O O 0 0 0 0 8'-0" i ` 1-1 ` 5" 30-6" BEDROOM 3 w/ CLOSET 40 0 0 0 0 O Varies ZBATH 2 01 1O O 01 1 0,0 1 1 O a'-o" Cabinet,, Cabinet MAIN BR- SITTING AREA 40 0 0 0 O O 8'-0" BATH 3 O 0 O O 00, 01 18I-0. ` ` i ` � / � i i CLOSET AREA G► O O O O ® Varies REV.: MAIN BR- SLEEPING AREA GO 0 0 0 0 0 Varies / UPPER DECK 0 0 0 0 DATE: AUG 14. 2025 SCALE: AS NOTED BASEMENT O O 10 le 01 O 8'-0" JOB NO: w2O24O5 m 20 `8„ DRAWING NO. 0 NEW FINISH OR REPLACED FINIISH A8 GREAT ROOM BUILT-IN O EXISTING FINISH TO REMAIN (Protect During Construction) 3/4" = 1'-0" OF A9 SIMPSON L5TA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH RAFTER FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT oo WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON e Header to Header Face-nailed RAFTER TO STUD. - NAILS e 4" O.C. AT ALL JACK POSTS ) 16d 16" o.c. along edges TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL E 4 -ACH END NAILS END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2 - 16d per 2x8 stud [�] APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d '•Z per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING MST31 METAL STRAP Joist to Sill , To Plate or Girder(Toe-nailed)� JACK POST = P ( ) 4 - 8d per joist MST27 STUDS = Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 948" O.C. - Blocking to Joist (Toe-nailed) 2 - 8d each end p EACH END - TYP. _ SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed r FLOOR JOIST = Band Joist to Sill or TopPlate Toe-nailed 3 - 16d per joist w P ( ) 2 - 16d per foot DOUBLE TOP—�' PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. _ Structural Panels 8d 4" o.c. perimeter zone r, STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP 1 panel , 12" o.c. in-terior BOTTOM 8 32" O.C. of panel Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1" x 10" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA 18-Z W/ 1,1-(4) 8d NAILS TOP t WALL SHEATHING =_ : �•`- BOTTOM 32" O.C. Structural Panels 8d (see table 3. ) rT-I SIMPSON LTP4-Z W/ Fri 11, SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (0 8d NAILS TOP 1 7 /16" 6d 3" edge/6" field BOTTOM 32" O.C. = FLOOR JOIST BOTTOM 32" O.C. 25 /32" 8d 3" edge/6" field NAIL SHEATHING TO SILL PLATE »<: »»:: _ TOP OF FOUNDATION e . 8d � - NAIL S O.C. - - 4 Gypsum Wallboard YP 5d DRAWING 7 edge 0 fuel W N 1 d TITLE: _ .:...: ..:.. (SHEATHING TO LAP SILL PLATE) -- •' G 1t g REBAR Hardboard 2 5 .•. '. oard 8d see table 3 9 r. D Particleboard Pan els (see table 3.9 )) CODE DE T41 L S8d(2) 2 x 6 SILL PLATES Diagonal Board SheathingCOPPER TERMITE SHIEL A QTREATED. w/ SILL BEAL (TYP.) 4 1 x 6 or x 1 8 2 - 8 d per support " ,f „ " " P PP s ,r. A.B. 0 5/8 x 6 3 C.I is 1 x 10 or wider - 3 8d SEE FOUNDATION DWG. WASHER. pe upp x /16 w/ 2 2 x F DESIGN/REINFORCING 3 OR � `• (HOT DIPPED GALV. O( G R H " R FL00 SH EATHING EAT N STEEL HI G • STAINLESS ) ISOLATE WASHER FROM :..,,. : f: y Structural Panels Struct e s SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: 2 — $d per support ,4DDITION/ 1" x s" or 1" x 8" RENOVATION ----------- ---------------, , 1" x 10" or wider 3 - 8d per support FERRANTE tis 'Nailin re uirements are based on wall sheathin nailed 6" on-center at the anel ed e. If wall sheathin RESIDENCE kt flow 9 q 9 p g g is nailed I I DECK 3 on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 150 SHORE ROAD 2 PECONIC, NY When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to -- be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLO I I 1 I ------ SCTM# 1000-84-1-4.15 ��� ARCHITECT: I I L I I � � I �REDERICK R. WEBER --�------------------------------------� 41 EAST MAPLE ROAD ----------------------- --------------- I I GREENLAWN. NY 11'140 1 � I DESIGN CRITERIA: 52 NOYAC PATH WATER MILL, NY 11916 I , . . . . . . . . . . . . GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 I ' • • • • • • • • • • • • • • • FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" rweberarchitect9gahoo.com • • • • • • • • • • • • • • • • I I I/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP • • • • • • • • • • • • • • • • w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY I I EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: I , I , WIND SPEED - 130 MPH E,I,taq Rdpe I 1 1/4" x 20 GA. GALV. STRAP " Ew b%Rdpa I w/ 5-8d COMMON NAILS TO 1 1/4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES t' '- FDN. $16" O.C. w/ 5-8d COMMON NAILS IN %r `� r PRO V E 8d COMMON NAILS 6" C. EACH END 8IL O.C. } AT LL OTHER PORTIONS OF ROO s • • } r I TY ICAL. ! " i DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 1 --------- IUatl " 2'-0" MAX. PROVIDE 8d MMON NAILS O.C. ' WINDOWS - GLAZED OPENING ----- ..,.. .y .� REV.: AT ALL HIG PRESSURE ZONE ',: i�.";a,.`,.° :;,yr.' •• T-O" MAX. 2 - d COMMON DATE: AUG 14, 2025 -,'U NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: AS NOTED T. PLA E DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TIEST OF ASTM f'' "''.�:t•; E 199L AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT PROVIDE 8d JOB NO: w202405 n`<`'.':r`' .° RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUIM THICKNESS NAILS � 4" O.C. AT ALL HIGH PRESSURE AREAS, •••••••• ° ::::n._;;,�:•��; �.;<;+;.:;?:'r'' '. OF 1II6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING DOTE: HIGH PRIESSURE AREAS ARE 4' FROM EAVE, VALLEY, Nos R ?.:;N_;-"w,;({•i'1;,`: = _ PROTECTION. ATTACHMENTS SHALL BE 2 I/2" 8 WOOD SCREWS, 16" OC DRAWING NO. * ' "'`' FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' HIP, ROOF EDGiE, WALL AND RIDGE. • • • • ` `'``�''���`Y` F?, O OF FDL A z CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 (N.T.S.) OF A9 C.".'J'f'OMPOINENT AND CLADDING PRESSURE ZONES B Al 10" 13'-0" I 5'-6" IT-O" --------------New-13>- V-L----------- FREDERICK - -------------�-T --- ROBERT WEBER 1 i 1 i > �?t'+i CV '' �```�� ' >1 ' I ARCHITECT \�,y ao New 8x8 Post, i I �% �1 i 1 encase in IOxIO PVC Trim w/ O ...........I I _ ? z --���i =III Base $ Cap - I 1 m 1 I N ` New 2x8 O.R., Id" oc New 2x R.R., 16 oc \ i �� � 71i1 v1 I I I I I I i New (2) 9 1/2" LVL I I New (3) II Z 18„1 LVL --- —————— L—————- .— —i— -------- - - e -- \-� � -- -------------- -- - - - - - - - - I } ,-I------- ---- -----1------------- / > //�-° \ I \ / (V rT, �i w I \ LL u 1 / p I s C14CA I - - - - - - - - - - - - - Aa V I = E E ti , Ne (2 9 / LV Nev (2) 9 1/ LVL.N / ) II 1/8" LVL Hdr. I ---- I I / X� I ' / NI I z z / I � I . I � .......... _ �11NDO �U SCI-IDULE------ --!------ I . .. ........ °a/. ........ . �, New (2)'14" LVL _4 0 ,u0/...... XI .......................................... LU Remove Raised Tra Ceiling �/ Unit Model t# R.O. n Egres y A 1 \ --_---` II ; �+ : : in Bedroom Space, Reframe 0p g _ - ---------- ----- ----------- T.l X II : : 2nd Floor in This Area ` / I o III , c� II I O Same Level as the Rest °/ I ® ACW2050 2'-0" x 5'-0", Left No 1 I > I i ; iv ii ❑ I u- of the 2nd Floor �\��/ `vim�: IN I j I 8O I I N N \" \ O -____ __ O O O : : I © APW2050 2'-0' x 5 -0 , Fixed l No oo I I X er r----------- x I X A � I.I -------------- II rn I : : / I Al © ACW2050 2'-0" x 5'-0", Right No • • v I r------ W II `' i : : ...................../�............ ..... ..... N III--------- � � � , , � ,,-- � � � I / � I , N I x x I x / n� �I OD ACW2434 2 -4 x 3'-4", Left No W .\ II W , W I ........................./........................ ... ....... ........ . iy` ....................... ...................... ....... .......... �I i_ III - , ./....... x .o _---------- it // d-� EO ACW2440 2'-4" x 4'-0", Left Yes I \� Wwsti l2) 8 Hdr. Existing (3) 2x8 Hdr. F pill �_ N �_ x 1 0 - Existing Ridge ------ _ ; ; ii / —. 1 - E stin Gas F ACW2440 2 4 x 4 0 , Right Yes I I I `�' // u —r— 110 <r Existing (2) 2x8 Hdr{ o Existing (2) 2x8 Hdr. / �_� j III I O ACW2038 2'-0" x V-8", Left No x Neui`(2) 9 I/2"'LVL Hdr. (Flush) III Iln 8 II cv I� I III I 11 - I� I III I HO APW3038 3'-0" x 3'-8", Fixed No �' I I = 10 1A Post1, I l l y I W III 11 R u I I R IC, Block $ IOW I I I cV JO ACW2038 2'-0" x 3`81", Right No 145 I / J Fli ( - w -a-- w I Im �- Ill„ I I / a0 I I VO -i ry - " IS ____-- / /1 c sting DRAWING TITLE: I> I ;�°'/ x III r,, I _=7 ILU ______ I II Q, Electric KO Tri-Fold 5'-4" x 4'-0" No U n I „ _ III = Meter - i " _ %' W , , - 111 W D I © ACW2054 T-O" x 5'-4", Left No 2ND FRAMING O- I N I 11 1 1 1 1 1 1 1 1 1 2 x 1 1 u-` p_j_ __T"_ Existing l3) 2x10 der (Flush)_ _____ E_ tin (3 9 I/ " LVL er, I _ I N (IST FLOOR) ___q :r New (2) 1 1/2" LVL Hdr. ,w ,l2 /2" 9 eel (Flush) �, I I / W z 1I1 O n' ` — " X I O APW4054 4'-0" x 5'-4". Fixed No 1 Z - ----------------- ------------------�'I ACW2054 2'-0' x 5'-4 Right No a III I // ��NEw (2) II 1/8" LV Hdr. " " z `r x -_-� -- 1 = tx O ° -- = W ---- -- © APW2030 2'-0" x 3'-0", Fixed No --------------�------ iii X ____ --- ---- --------- _ . i ----1- ; Re ve Bearin Wall to Allow for j _ _ Gr ter Depth or W/D Pro_vide____ 1 © ACW2040 2'-0* x 4'-0", Left No JOB: I cv - .D/ - 1 � -L i Ne (3) 9 1/4 LVL Hdr. I ® ACW2040 2 0 x 4 0 , Right No ADDITION/ = III New 2x8 R.R. z , o I I I> N N I O I 1 New 2A C.J - R I ° �, __+ _ -� �� RENOVATION I � I' � �� ``' r, -� I � I I ' ... ......... . I SO ACW2034 2'-0" x 3'-4". Right No FERR,4NTE w �I RESIDENCE I `" �•\h. � ,'' New ( 9 I/2" L L Hdr. � 1 � I I � = I� Ti ATF3020 3'-0" x 2'-0", Fixed No 150 SHORE ROAD x II �, New (3) 1 3/4' x 1119/8' LIVL Hdr. 11 j ' 6x6 Post, Enclose in 1 1 I `�{, 02 0 w Q, 1 III I I II T� ATF5820 5'-8" x 2'-0", Fixed No O TOWN OF SOUTHOLD IOx10 Trim, A.B. to 1 III 0 �, I v ul I I n I' +� �, � � 8 ,, 1 m I SCTMu 1000-84-I-4.15 P.Conc. Pier t Stra I �� u ai III I I II P I I I c v x 1 I T3 ATF4020 4'-0" x T-0", Fixed No to Header Above 1 1• k�i z z-° II „ x 10./ I „ I II 1 _ Existing (2):2xl2 Hdr. 1 Existing 2x8 R.R., 16 oc W } Existing 2x8 f iR., �6 of II I ARCHITECT: —. - ----_----. —' __�- ------ --- -_—_--- - 11 I III I I II I Tq ATF2020 2'-O" x 2'-0", Fixed No / i, II I III I I II 1 New (3) 2x10 Hdr " II ICI I I II \,\flew (3:) 1 I/2 LVL; dr. II -- I FREDERICK R. WEBER 1 �r—— ——�— 'I I O " " 41 EAST MAPLE ROAD �� � I V APW2440 2-4 x 4-0 , Fixed No B I '� __---___-___ GREENLAWN, NY 11140 ------------ ------- Al - I II I ' III I I II 1 52 NOYAC PATH Model Numbers Refer to "Andersen" A-Series. WATER MILL, NY 1191E II u_ 1 i III 1 I II 1 "Storm Watch", Impact Resistant Glass, PG 10/10, II � ! In I I II 1 Low-E4 w/Ar on Glass, Simulated Divided Light II o i ,' III 1 I II 1 g g TEL 431 '154-5555 n r I ,� III l a 1 II I Fweberarchitect ahoo.com FRAMING MOTES: II 0° , _ � � � III 1 � 1 II 1 9y II ¢ f' X I. ALL FRAMING LUMBER SMALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I II �Q ,`" O 11�' j ,� to 1 0 1 II j a -� , III I - I II DOOR SCHEDULE _ -' 4 --------- I tr SEAL: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I n `'' Ir--t- r--Ir- I c I ♦ . . = I " I III Co m 1 I I I 1 � I I I —? I M �K R~\•: 3. ALL SUBFLOORING TO BE APA RATED STURD-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. I -� II 2 Cn 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. I II w z" I ` nr I -' I II Width t Height Unit Model tt / ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. I II _ __ __ �� _t____ _____ JJI_7-1 I I II 'v- I A ..• ' I x 1, o I \ X III 11 :� I II X 1 "ThermaTru", Front Door- 3'-0"x 1'-8' (Dorn') S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 's 8'-0" O.C. II E > t III I I II I g I \ III II v I II I O Sideli hts- CCA34505L (2) I'-2'x 1'-8' (S.LJ PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. `" 3 I cn I I I Clt (L� v I \♦ M III I I `z I I I cA 1 "Andersen", ;"'• f g.�c'• ; I I rn I I FWGD6041IR N t, 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 6-0 x 6-II IR.OJ Sliding Door, Right Active 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 1 y II I p� I `K' III II i 11 `:, I " " I II I I II "Andersen", FWHID29611AL N 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL. I Z II I n, I z lu__ =_� -4I 1 30 2 9 x 6 II 1R.0.) All z �y I I 11 I Hinged Door, Left Hand 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 I Existimg 2x8 R.R., 16 oc I Existing 2x8 'I rR., 4 of li I "Andersen", FWGD1110611-4 , . , N AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. D j 4. ,4 24'j-4" III I I I 4" I ® Bi-Parting Sliding Door II-10 x 6-II IR.O.) 10. PLYWOOD SHEATHING 'TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. I / I------_ L---------___HI I I D 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Al i� II 1 `'- III II I II \�. Al O "Andersen", FWt Active 1L 6'-0"x 4'-II" 1R.0.) OR APPROVED EQUAL.. I — — — - '— — — — — — — — — — - I Sliding Door, Left Active REV.: AUG 22. 2025 12. ALL PRE-ENGINEERED ILUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. I i Existing (2) 13/4" x 16" LVL Header \I GIRDERS AND HEADERS SiHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS t-------------------- -------------------------------} Model Numbers Refer p "Andersen" A-Series, 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 Clad, w/ Low e Tempered Glass w/ Argon DATE: AUG 14. 2025 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 4'-6" I6'-0" 4'-6" Impact Glass, Performance Upgrade, PG 65/10 _ SCALE: 1/4" I'-O" 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. Verify Operation 14. PROVIDE FIRESTOPPING:s AT ALL LEVEL PENETRATIONS. JOB NO: w202405 C 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Al DRAWING NO. 2ND FRAMING ( IST FLOOR )_ 0 ''y OF 52 FO FREDERICK ROBERT • -F-------------------------�,= WEBER I II III ;I ------------------------- =� I I II I I 121 I � lil ARCHITECT I I Cricket I I I........... I I I I I I I I I I I I II ------------ ------------ - - `\ /' ` `♦ - ------------ ------------1- --------— `i I I 1. Remove Octagon Roof, I f"' Frame,New Flat Roof ,y I I for De\Gk I I I I I L I I r l I New (2) II 1y8" LVL Hdr. Neiw/(2) \ 1/2" LVL Ne �l2) 9�f/2" L\ L------------ I W n I� WINDOW SCHEDULE U� IW \ i / ---------- --- -- --------------------- � vAi I I \`�,S u Unit Model # R.O. Opn9 Egres \\d I // ---1 I ® ACW2050 2'-0" x 5'-0', Left No Ve ,q I I �� Existing 2x8 R.R. \ / I I I I A © APW2050 2'-0" x P-0", Fixed No 00 OD I I 16x oc �� X i i X x I 0 / T i Al © ACW2050 2'-0" x P-0", Right No I ' I � i DO ACW2434 2'-4" x 3'-4", Left No I x x x X �'' / \ / \\/p IW W r N i lU W \ e>l, �\ \y I -<; < `�__-; E ACW2440 T-4" x 4'-0", Left Yes Cricket c /ry \� _ / I I O I I t ,1 �------- ` I I /// I t O ACW2440 T-4" x 4'-0". Right Yes Existing Ridge I 1�1 / Existing (2)\ A Hdr. New (2) 1 1/2" LV r. - - t I O ACW2038 T-O" x 3'-8", Left No 2\ Neu-(2) 1 L Hdr. t A \� Exislting 2x10 Ridcge___� - - ; -- -�_< x x APW3038 3-0 x 3-8 , Fixed No Existing 2x8 R.R., 16' c \ I Q / � // ci \\ Exist g 2x8 16" oc I JO ACW2038 2'-0" x 3'-8", Right No X co \' I I / "' �- °L N \ �sr I I DRAWING TITLE: C, �`, \,9 I I KO Tri-Fold P-4" x 4'-0" No i i i u \ I ACW2054 2'-0" x P-4% Left No ROOF FRAMING I I W , R \ I I (2ND FLOOR) I j xisting ('3S 2x6 / / \ Existing l ) 2x8 a \\d� I O APW4054 4'-0" x 5'-4", Fixed No I =� wi / I j I ___________ _ __________ __ ___ _ _ __ Existingg I'-5" ��/ °C ��`'/'/ i `\�` \ \ i I O ACW2054 2'-0" x T-4", Right No --------------------------- --- ,----- - Drop CIg. Q/ ;° _T I t J O/ ��a/ i \ \ I Im X +/ 9 / p °, \ I © APW2030 2'-0' x 3'-0", Fixed No C14w x x ® ACW2040 2 -0 x 4 -0 , Left No JOB: LU / o \ _+a / _ I ADDITION/ Ir Existing // �,�°�/ ��' I ��o ;�; / t I I ® ACW2040 T-O" x 4'-0", Right No RENOVATION I I— II xl0 h/ o L ------ -c°�i ACW2034 2'-0" x 3'-4", Right No FERRANTE z , RESIDENCE t I --- / o, v o \ w!New (3) 19 1/21 L - --- New 2x CIJ., I6" cc or' — — i— ! = ' I I Ti ATF3020 3'-0" x 2'-0", Fixed No 150 SHORE ROAD ----------------- --=------- -- '--__ I -- j II PECONIC NY -_- New (2) 1 1/2" LVL - �, ; I -t----- Neu! 2x8 R.R., 16"� � I New 2x8 R.R., 10, oc I I I T2 ATF5820 T-8" x T-0", Fixed No , O TOWN OF SOUTHOLD I Note: Existing Wall E v E i Existing 2x R., 16" oc I Existing 2x8 R., 16" cc I 5CTM# 1000-84-1-4.15 I i Subfloor Above 2nd FL. I t i T3 ATF4020 4'-0" x T-0", Fixed No t I ARCHITECT: -------------------- - Exist)hg 12� c8 ATF2020 2'-0" x T-0", Fixed No FREDERICK R. WEBER O APW2440 T-4" x 4'-0", Fixed No 41 EAST MAPLE ROAD g L--=-I------rtT_-_-J I I ,''o �� °�`, .:................. GREENLAWN. NY 11140 A7 I I O I\ p ............. jI y j \e\�s, ' Model Numbers Refer to "Andersen" A-Series, 52 NOYAC PATH \, �- „ WATER MILL, NY 1191L I I , oc Storm Watch", Impact Resistant Glass, PG 10/10, New 2x8 ., :16" oc4` I J�i� o� ................. Low-E4 w/Argon Glass, Simulated Divided Light FRAMING p /� �f I I '�' °° ` TEL L31 '154-5555 1 I�A M I I�l G NOTES.- � � �oo � \��\��!� �Cb fweberarchitecteyahoo.com I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER z - I �� rn '/ New (2) II 1/8' LVL Ridge -_ `� 2. ALL SHEATHING TO BE fi�PA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I I '2 '; ___________ ___ SEAL: ------ DOOR SCHEDULE i/ 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD o TO BE SET ON SOLID BLLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. I I > I \ 9 \ o12 4. ALL HEADERS V-Om AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. I I I `� Unit Model tt IWidth t Height ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. I i I � z 1 r- I "ThermaTru", Front Door-CCA240 3'-0'x 6'-8' (Door) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8 -0 O.C. I = I ``�p�,i� N O Sidelights- CCA3450SL (2) I'-2"x 6'-8' (51.) PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. I t I \• O "Andersen", FWGD4061IR 6'-0"x 4'-II" (R.O.) '.3•;e^ o a I \..................�`................. . Sliding Door, Right Active 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I I z \ O "Andersen", FWHID29611AL 2'-9'x 4'-II" 1R.0.) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. I ` Hinged Door, Left Hand I 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 I i New 2x8 16" oc I New 2x8 R. ., 1IV oc I I "Andersen", FWGD1110611-4 AND PLATE. ALL EXTERIIOR NAILS SHALL BE GALVANIZED. D j F_ I I I ® Bi-Parting Sliding Door ll'-10'x 4'-II" (R.O.) 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. I I - MFT' i i FWGD60or II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Al I,' NFw�(� 9VL � A7 O "Andersen 6'-ON 6'-II' (R.OJ----------------- /-- ------------------ Sliding Door, Left Active REV.: AUG 22 R APPROVED L. -` - -T---------- , 2025 12. ALL PRE-ENGINEERED LUIMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, Model Numbers Refer to "Andersen" A-Series, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS Clad, w/ Low E4 Tempered Glass w/ ,Argon DATE: AUG 14. 2025 SHALL BE REQUIRED AT AL,L LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR Impact Glass, Performance Upgrade, PG 65/10 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. SCALE: 1/4" = 1'-0" 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE' 2 ROWS OF I/2" DIA, GALV. MACHINE BOLTS e 24" O.C. Verify Operation 14. PROVIDE FIRESTOPPING .AT ALL LEVEL PENETRATIONS. JOB NO: w202405 C 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Al DRAWING NO. ROOF FRAMING ( 2ND FLOOR )_ ii•�„ - �,_o„ tips Ty OF 52 --------------------------------------- FREDERICK , ROBERT , -----------------T --- ............................................................ WEBER — ......,...,........�......- , ARCHITECT ELECTRICAL S YMBOLS I IEI I Chandelier' .... . . ............I 6 , , ' New i i i I I i SYMBOL DESCRIPTION : I IEI DUPLEX RECEPTACLE W.P. DUP.REC.-WATERPROOF \ I I DUP.REC.-GROUND FAULT Nei New GFI IWP• Ner DUP.REC.-FLOOR I DUP.REC.-(l)SWITCH OPER. ------------- ----- - -1 ---- -------- 'y \ qulRemove / �N ------------------ -T -------- \\ +r / SPECIAL OUTLET --t�-I-- -------------------------------- i I Y Y O SURFACE MTD.-CLG.7 El F r , II I w New Ex Chandelier I E -'� O I P SURFACE MTD.-CLG. (Porcelain) Ex l N RECESSED-CLG. v I N N er I � � I : /� - - - - - - - - - - - - - \ Ex +-O WALL MOUNTED I I I --- ----------------- � I ------ 1 =____= I C� DUP. FLOOD --- ----------------- ��- -=-- er e ft =_____ _-___= i 04 RECESSED- CLG.- DIRECTIONAL n `IF'G,FI I Ex , CrsFl I Ex OEx Ex I 1� elu Ne ew �,New; Ex I s� SHOWER LIGHT (Wet Location) I---.I II OW , DW 1 r I ::::::::::::::::::::::::::::::::::::::::::::::......:::::::::::::::::::': x I i UNDERCAB. FIXTURE ------- ----r ------------------- -- (V.. I a�� ' I .P.Ne ! Remove Remove;hl New --- N -- - \ ' ew ' Remove ,f New x I ® ® DOORBELL/CHIME .. D E r �r I .............. .. .... = 1�=_ Ex \ Ex e x / . I ExC F❑ EXHAUST FAN er /31 �' x'q Pendant Pend t r� High er r PADDLE FAN I I I New 1 Ne� \ I Ex r, I eu O Ex I w ^Ex L--------------L-- --------- I tT I Q PADDLE FAN / LIGHT Ex --- - ,Ihl-- ---- U t + IEx� E. ] Remove _ IerI------` �i , er New l ATTIC FAN .. .....................: ExEx FRemove emove " Exu SPEAKER �' :... ..................................................................: : I~ Remov ' i f. ---- = , , Remo e ; ........................................................................... I/� F, Q }_ RenoVd _ _"'---------; : - rRamove �" Smoke /T Column I ; New 1\ NewxOEx Ex i TELEPHONE X I I Ex Ex x i i efS �L Ner?-- Re` \\ Dbl. New Exp g Gas O CABLE VISION (� (� W•0• E stin F, . .. _ _11 `IYGFI' `IYEx _ �_ I I ExC-r - - ___,_ er GFI I 0 COMPUTER (Cable It Phone) rT I--�—I Ex 3 i i I THERMOSTAT I I Ex�1 Ex \ Ex Smoke/ 1 E COO x 0 E / i G smoke SMOKE DETECTOR I I Ex E Ex I I T I I I / 1 �co CO/SMOKE DETECOR \Rem&e SWITCH u --i-r- I ,','I 1 � sting Ex Ex I I '� I _ -- " ' I DRAWING TITLE: Ex � BS t. r' \ Electric SWITCH 3-WAY I I I ;U , I Ex<c► ,� I I Remove I Rmove Meter 3 SWITCH '{-WAY To 2nd D n Floor ; ; ; ; ; New 1r" i $4 SWITCH W/ DIMMER ELECTRICAL I , , I IST FLOOR Extol I Ex W SWITCH WATERPROOF r 1!�I I D Ex 1 -- ----N w-C I/� Ex x x� Ex OE. Neal er , ; d JS JAMB SWITCH Exfl Ex eni New / I KEY PAD � � . � EX EXISTING x Ex Ex E --------------1 ---------�---� I Chandelier Ned 0 i Ne Ne N Neu Ner New I I I Ex i------ I I I GFI GFI New New - L--- ' ---------- I JOB: RE° ELEC� Tfi�IC 1L NOTES : ,}' ' _ _- _*�_ U/D W/D I ADDITION/ I y , I I ; move . -- ; RENOVATION // r New - --- i i I i Neu Nee I- RECEPTACLES t SWATCHES TO BE "DECORA" (LEVITON), WHITE. I I I Ex \ N r y� l FERR,4NTE E- ALL ' enoveDIMMERS TO BE "DIVA" (Slide Control), WHITE. Ex Ex I I ; Ner Ner I RESIDENCE 3- WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. I i�� E� 3 Lower Ex ----- ; 1 150 SHORE ROAD 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. I I I - � Ex x 1 PECONIC, NY 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS I I' x AS SHOWN OR REQUIRED BY CODE (MINIMUM). i i "I . l` \ Ex 1 TOWN OF SOUTHOLD 6- HOME TECHNOLOGY CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 0, WIFI NETWORK, I I I I SCTM# 1000-8L-1-4.15 SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) I I I I l- ELECTRICIAN TO INSTALL PADDLE FANS. I I 1 Ner _______�L 1 ARCHITECT: 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. � � \ T-------___ � K E Y 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ------y------ ----- ---1- I Window SeatFEEK; EBER ELEC.� TI� ICAIL FIXTURES : i I 4REASTIMAPLE ROAD New I Existing Receptacle Box/ Ex GREENLAWN, NY II140 ------------ -------- ------------�i_�_==-�\n�i ----i New Receptacle w/NeW OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): 52 NOYAC PATH I- CHANDELIERS (BREAKFAST, FOYER, ETC.) I 1 Cover fP New WATER MILL, NY 1191L 2- KITCHEN PENDANT I New Receptacle 0 3- BATHROOM WALL SCONCES TEL 431 154-5555 4- SURFACE MOUNTED PORCH INTERIOR It EXTERIOR CEILING FIXTURES I Ner Ned i Remove Existing Receptacle ; rl Fweberarehitecteyahoo.eom 5- ALL DECORATIVE EXTERIOR FIXTURES 6- PADDLE FANS I I I I Existing Fixture Box nEx , Ex �M SEAL: I in Existing Location, qC -E ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: New Lighting Fixture I +,,•,�+� �;;,.. .,�.,, „•:' I- ALL PORCELAIN FIXTURES I I New Lighting Fixture nNe New,.,New 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), HOUSING t TRIM (White) I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. I r, ---------------- ,1 Remove ExistingLighting Fixture :;'I n�- �{- UNDE:RCABINET LED STRIP LIGHTING g g r �} ;;) f 1, I APPLIANCES : I I I Existing Switch Box/ Ex I I I New Switch w/New s OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION It Cover �'ALL UTILITY CONNECTIONS BY CONTRACTOR I I I I I- COOKTOP: 36% (6) BURNERS- GAS New Switch $New 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- WALL. OVEN: 30" DIOUBLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT I 1 I I Remove Existing Switch 5 4- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) I 1 I 1 5- DISH WASHER (QTY'. 2): ELECTRIC t PLUMBING I I I 6- BEVERAGE RERIGE'RATOR, 24" WIDE/FULL COLUMN, DEDICATED/GROUNDED 15 AMP RECEPTACLE i --- I REV.: 7- KITCHEN HOOD: 36"'WxI8"Hx24"D, CT EXTERNAL BLOWER, 900 CFM I x Ex I 8- CLOTHES WASHER (QTY. 2): FRONT LOAD, STACKABLE `------ -------------------------------------- ------ DATE: AUG 14. 2025 9- CLOTHES DRYER ((QTY. 2): ELECTRIC DRYER, STACKABLE SCALE: 114" me I'—ON PLUMBING NOTES : JOB NO: w202405 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. DRAWING NO. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS.5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT ELECTRICAL 6- ALL SINKS ARE TO BE UNDERMOUNT . Z- PLUMBER TO EXTEND AND CONNECT GAS PIPING FOR RANGE, GRILL, AND FIREPLACE. IST FLOOR �y OF E2 FREDERICK ROBERT ------------------------ - — ;_ WEBER ------------------------- =�I I II I ARCHITECT ELECTRICAL SYMBOLS I I SYMBOL DESCRIPTION I........... I ----- I 1 1 DUPLEX RECEPTACLE I I I II W.P. DUP.REC.—WATERPROOF I I i i 0GFI DUP.REC.-GROUND FAULT I I IEI DLlP.REC.—FLOOR I ICI �_ ----------- ------------ _ --------� I DUP.REC.-(I)SWITCH OPER. -- i i -------- I I SPECIAL OUTLET :I I I I i I O SURFACE MTD.-CLG. I I Op SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. F4 WALL MOUNTED I I I , ---�-�---------------��---�---------------------------- (� DUP. FLOOD W I r— -- filer------ i � / \/ � I W. New P. ! \ I --- R_\e\m o\/Ev z e\/ °F\oEi v\Ix \IIIIII(II�ex�r ell ,e w II iII1IIIII I1IIIIIIIIiiIIIIIIII IIi ®C 0JO❑sKS 34a®P RECESSE0 D5— T CA LTG .— DIRECTIONAL N 0 e N SHOWER LIGHT (Wet Location)New x\ Remove0 UNDERCAB. FIXTURE Ex ew r�°Ne New DOORBELL/CHIME -------- -----------T= New ----------- t ❑ EXHAUST FAN Owl Ex - -------I-T PADDLE FAN IC) New New U emove PADDLE FAN LIGHT x Ex Ex Remove Reyl ATTIC FAN New El I SPEAKERRem�e w Ex Smoke II Remove .SMO , TELEPHONE New New a Nw 0 CABLE VISION ( 1 COMPUTER (Cable it Phone) Nee O THERM Ex � oSmoka To Ist ,- \ I O SMOKE DETECTOR ew /FlooC �// Ex Smoke/ t- \\ Oco CO/SMOKE DETECTOR COO ` SWITCHx Ex DRAW ING rHFW-TITLE: SWITCH 3-WAY SWITCH 4-WAY I I Ex ELECTRICAL I I I I Ex SWITCH W/ DIMMER -----_ i �-� / o 2ND FLOOR x Ex SWITCH WATERPROOF T x Smok $W JAMB SWITCH PLUMBING RIS E R -------------------------------------- -TT---- fight KEY PAD EX EXISTING x w er New ----------� Exn ------------, Newm JOB: New w ADDITION/ Ex L1-----J x------ RENOVATION ----------------- New FERR4NTE V' RESIDENCE Neu Ex -------------------- - New I I ew 150 SHORE ROAD TEx ----------------- -- ------- PECONIC. NY -------------- TOWN OF SOUTHOLD SCTM 1000-84-1-4.15 Ne L Ne Roof I ------- ---------- ------- L �----------------------- Ex ARCHITECT: --------------------- x -------------------- 2 I/2'__r____ T_—~— ______—_1IIIIIII I III I IL\ r �, \,, i JI I II1II(1I1IIIIIIIII(IIII Ij �•`'' ;' —�` �\ III1IIIII1iI IL\ i\�y�,\i\\,\;a,;.�\.. IIII Ij \ K EY it - }. FREDERICK •R•t _,•�. . -�W�> ,'E_� Bf E R 41 EAST MAPLE ROAD — T — GREENLAWN. NY II140/(oe Existing Receptacle Box/ E No , ....................................... ..u O 1\ New Receptacle w/NewBath 4 'y iath 3 1 Bath 21 i i 52 NOYAC PATHj 21 /2" moke Cover P 11I 112" 2II/2" I IV2" New WATER MILL. NY 11914112" 2 I//2" I I IY2" 2 I/2" I ly " � New Receptacle 0 ........................................ TEL 431 154-5555Remove Existing Receptacle :+"i Pweberarchitectayahoo.com 2nd Floor ___—_ ---- ——————— New 2" 112" i 2" 3 I 12" 2" I _e New Existing Fixture Box Ex � SEALi"': •--- — --- ---------- ------------ __—_— — _ � in Existing Location, 4Ex C.O. C.0! C.O. New Lighting Fixture 311 QNew New dew Lighting Fixture 2 I/2 �---T 2 1/2"I 1 r 2 /2"7 Remove Existing Lighting Fixture ..........:...................................... ; ; Dryer Dryer Laundy P' wder I I Bath I Kitchen 2 I2" I ly2" 3" 1 12 1 12" 2 121112" 1 V2" ............. Existing Switch Box/ ExNew Switch w/NewNew Cover 12 DW DWWasher Washer New Switch $New r—11 F.A. -- loot New Remove Existing Switch S 211 3" 1 12 11 2" 1 To Existing Plumb Riser OCT 9. 2025 0. C.O. Approved Sanitary ——————————————————— \ REV.- C.O.; System Existing Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch DATE: AUG 14, 2025 SCALE: 1/40 we '-O" JOB NO: w202405 DRAWING NO. Basement ----------------------------------------------------------------------------- ELECTRI CAL ew 0 PLUMBING SCHEMATIC NOT TO SCALE 2ND FLOOR E2 1/ 1,1 _ I I—O 11 11/0��� OF E2 D� FREDERICK A rtri N1 D 10 N T ROBERT WEBER 12 Strap (2) II 1/8" Ridge \ `��t�ove Existing `Qa�b�e Ridge lContinuous) ` ___=#lrL. t�Erame �Roor New 12 --=- ------< ------------------------------ - ARCHITECT , -------- ---- r - ---------------- ---- - - - ----------------- ---------- - ---------------- ------- -- -- --- :----W- - -- --', N, 12 Existing 2x8 : Remove Breakfast Room 1 R.R., Ili" oc Roof and Construct New I \ Exist g, r Flat Membrane Roof w/ I 8 `" Existing Ex •� I 2x8 = Decking ATTIC 8 I 1 I i ` . I Knee all - -- I \ � ...::::;�;��,�<:;•;.. 12 y Existing 2x12 C.J 16" oc �0 ::;:;.. .:: :: :: : :: ::....: : :.:: ::�:::: :: :: 1 ALL 5' NoneLoad 0 �rlag R f ,1�I 2, 8... Addition to Ex:Istinc Bearing IL' oc I �• I :.: » " I I - MAIN"BED•ROOM• UIT - I/2' New (3) 14 New (2) II ;1/8 => New 2x8 R.R Hdr. LVL Hdr. : LVL v „ r, . ........ ....... .......... oc W ...... ... ........ ........ ......... ......•::.::�::. i•[:.::�:...: r :::. i.......... .......... rx•:.�:::.:: i•::::.:�::. ir:.:�:::: r.i.:�::.::: �:r::::::.�, �.. - .:,,;,.^:.T.'r. ........ ........ ......... .... ... i......... w I it � I --� !13Zll1/�_LY1--�- --------- ---, --- - New (3) II 7/8"`- - � --i i - - - - - - - - I- -- - --New (2) x---- -------- -- ---- -- ----- --------------I ------- ------- -- - ---------- -- -- -------- V LVL Girder- �,� T 3/4 x5 Stl. E z (2) 3/4 Al Flitch 1 I I 1 ;r N " 2 6 fQ w/ 1 - E J i i W ' xistrn S ister" Existing2x4 Srs per II 1/8 LVL WI 60 x II 1/8 F.J. Sr er II 1/8 LVL .i .1 " Livrn Room Wall w/ 0 °I =10 1 0 I 10 -6 I g i Existin Q Alork=de Existing Option: "Sister" Il 1/8" LVL AI n side ExratIn = 2x6 Studs to Increase g j Garage Elevation 1 iv I-Joist, Both Sides on One Side of I-Joist I-J t, Both Sides i I 1 �v I I I I \ I - r Strength and Allow " (Undget Dormer Wall) for Stiffness (Un r Knee WaID I 1 I I I 1 I r for Triple Header GREAT ROOM : co I I T 5 -10 I Existing ,,, I I I I 1 I (J II I 5,,-gf I I 20'-8" I 181_01,GARAGE Existing yP GWB bo25 -0" (Wall/Ceiling) I1 I I I I I I I 2x10 F J.. 14" oc i i New "Trex" Decking 11 I I I r ________ ==1�__________________ ____ ____ _ ________ ___= I I Existing 2x8 D.J. 16"oc =-i= T= _'=_ ______ - = ss==s=-a a=al ---a_- 1 - ----- I T ----- - ------ --}��----------T--Exis�ingConc----- - ------ ----- Existing 2x10 F.J.. 16"oc -------------- ------ p O I I Garage Slab Existing 11LLe Existing I Existing 1 I I (3) 2x12 Girder (3) 2x8 Gi der I I Girder0000000000000000:� I Pool. ,_ " " " 1 L8 10 0 9 -4 8 I F'j I I l i I I I i I I I I I F----11 I :0" I I l i I I 1 1 1 1 I I I N J L_J i L -_JI L_J ExistingI I F.•I� 1 1 I 1 I 1 Existing 8" P. Conc. BASEMENT I I I I I Existin I I I Found. Walls �{" P. Co g Existing I I i nc. Slab 1 1 1 „ I 1 I L_________J__________________________________ I I I 4 P. Cbnc. Slab I I ENERGY CODE: COMPONENT rW COMPONENT REQUIRED PROVIDED W L__ L __ I L_- _ _J GLASS: U .32 U .29 10'-0" 12'-0" 20'-8" SHGC .40 SHGC .210EILING/ROOF: R 49 R 49 (If Joists Lack Depth) R 30 R 30 FRAME WALL: R20 R21 SECTION d D ALL ROOFS:New Asphalt Roof S E C T I O f3 B FLOOR: R 19 R Iq DRAWING TITLE: 1/4" = 1'-0,, Shingles, GAF, High Wind I/4" = I'-O" WINDOWS: ANDERSEN "A" SERIES LOW E4, Simulated Divided Light SECTIONS Underlayment, "GAF Deck Krmor" or Equal WALLS, CEILING/ROOF: CLOSED CELL SPRAY FOAM, RI/Inch Ice t Water Shield ® FLOORS: 6" "Roxul" Roof Perimeter, 2` BOX Beyond Inside Face NEW ROOFS: SILL: 3" CLOSED CELL SPRAY FOAM, RI/Inch 12 of Exterior Wall 5/8" Plywd. Roof Sheathing 2x8 R.R., 16"oc g New V Closed Cell Spray Foam (R38) Existing New Enclosed Hurricane Straps on < Insulated—o o--Space to be JOBS .....; ...y... ..,�.... �...... ....... ....... ....... ....... ....... ......... . All Roof Rafters Envelope Insulated ADDITION/ " 12.. .ii... 1..... ....�. .... ...... ...... ...... ...... ...... ...... ...... ........................... ... u RENOVATION \ Existing Existing " u 9 „ ::.::::.:::.::::::.-::.:::::................ .................:.::::.::::.::::.::::::.:::.:. :::::.:-:::.::::.::::::.::.::::..::.:::::.::-:::.:.::::::::::::::.::::.::::.::::.: ::.::::.:: :::::.:-:: P E R R,4 N T E ATTIC ' 12 ATTIC RESIDENCE Close Cell Spry Foa (R49) 12 """ `� Exi Ing Existing 1 `. �� PEC150 ON CR NY ROAD \���� 2x8 C. 16" oc Eave (Typical): " I Gable End 2x8 C.J., 16 oc Remove Exis r, I �, �� Hip Roof, Fram SCTM 1000-84-I-4.15 12 r "' Ix8 PVC Fascia Bd. - 1 `\ � g TOWN OF SOUTHOLD j� , i , �`1 Ix6 PVC TtG Soffit I New Gable Roof 1/2 Round Alum. Gutter I �. ARCHITECT: 4f" 14,_2" " 4,_ II � II 4x � Renovated Existing Existin --------i ,' \ \ FREDERICK R. WEBER Existin , New , i , , Existing =i BEDROOM 3 =i DRES ING 1 1 II" BATH 2 BATH \ � 41 EAST MAPLE ROAD BEDROOM 4 CL. °O BEDROOM 3 0O o °p °D I R dve GREENLAWN. NY 11140 Remove aised ALL WALLS: Remove Raised i ' 1LL/ - 8 '-2'4" ; ; ; Tray Cerli g in MBR '" 4,, White Cedar Shingles --_---- Tray Ceding in MBR _� 1 �`\ ��`I I'-4 52 NOYAC PATH -_ =========- ==_= =- _ - 4 3 /2= 1 I. WATER MILL. NY IIg1L -------=__ ________________________ _ "H droGa " Self- - -- - ------- �T.--- - - 4" Closed CA Addition to Existin 1 1 1 I I . , y p . Existin I i i I �, --- - -- - Adhered Housewrap --y-y `--�� -ii- - M Spray Foam (R2 ) I i ,, s, ew .� , ,,. 10 ew �� .� , �, \ Existin I 1 TEL 631 154-5555 2x10 .J., 16" 2x10 F.J 16 oc s 2x10 F.J. 16 oc g �,, MAIN BEDROOM SUITE 2x10 F.J., Ili oc ` Block-UpRafter rweberarchitect@gahoo.com ., ... :.: ........... ......:.............:::::::.:::.:::::...... ......::.::::.:::::.::::.:::.:::-..................................................................... .... .. g , \ MIR n ................__................... ............................................................................., ..`• Baring (Fast a .......................................................................... Bd. to Align) NEW WALLS: LExisting SEAL: . . Flush GirderExisting 'New (2) 16 ,. I I WI60 x 11 1�8 F.J. " 2x6"Studs�ld" oc eathrn9 LVL Hdr. K ,. " 4" 13'-211 „ : - �`�c• off .�,..,,? �w-0`,�.�'� Existing , Existing ,_ I Existing 2 Closed Cell Spray Existing 5/8 1 .. C�GRI.AT RDOM ; ' ' Foam (R14) t 3 1/2" 1 Type X GWB KITCHEN BEDROOM I Unfaced F.G. Batts (RI3) Existing Existing New Renovated (Wall/Ceding) 5/8" Gypsum Bd. 113EDROOM I W.I.C. POWDER MUDROOM 4" 20'-2" 211-101, " I61_21, _ Existin w Existing Existin GARAGE SoAg' T� Overhead 4 2x10 F.J., 16" oc 2x10 F.J., 16" c Door Existing P. Conc. \ Garage Slab Existing :Steel GirderExisting GirderrsSteel Structure OCT 24. 2025 I Energy Code OCT 1. 2025 _ , 26 -O 4 5 -8 REV.: AUG 22. 2025 _ '- " 1_ III ,I - 0 12 4 12 4 8 o DATE: AUG 14, 2025 Existin °O I Existin 0 • Existing 8" 00 Exrstrng 8" SCALE: 1/4" = I'-ON BASEMENT P. Conc. BASEMENT I Found. Walls Found. Walls JOB NO: w202405 Existing I Existing 4" P. Conc. Slab I 4" P. Conc. Slab DRAWING NO. ELJ I I i 1 I 1 32'-0" A7 SECTION KAA SEC TION Kc­c r I/4" = 1'-01, n ...4 OF A9 B Al I 5'-v IT-0" Existr---- }s__Lng New--- ------MI LVL------ ____ RICK ROBERT WEBER I --- ------------- l i ♦\� I I I \ .�fij OC �� /' i j l I ARCHITECT ,�; Qo ' + /� I New 8x8 Post, _ °°I I Encase in IOxIO v PVC Trim w/ O .... . . .....I......I I I = -� k - e�/ I =I ( I Base Cap - I I Cr , ♦ / . I I I ! I New 2x3 R.R., 16" oc // New 2xb R.R., I6" oc I I I I I I I I j j I Existing I j ( New (2) 9 1/2" LVL \ I , ,Nst New (3) II 1/8" LVL_ C ___--- I --__ _T__ / ___--__-----� �� - - - - - - - - t _I-------- ---- ----- t-------------- y /- \ y i r 001 V °°1 x cv I I \ v I v �- - - - - - - - - - - - - - CV1 Ne (2 II 8' L3 Ne (2) II 1//8" L -------- I r•� E _ — _ — —— - — --- w II \ I i 0 3,-O« ------ N (3) 9 1/4' LVL w/ (2) 3/4"A" Flitch (Flush) 11 i---- i i ---- ------ / ----- I Q IEI \ z I i z ' ' I I : ::::..:::...: INNNNNNq ::::::::::...:.::..:::...:................ .. 4. ........ : ���� -----� --- ,L--------- ------- I II WINDOW SCHEDULE U� New (3a 14" LVL / ......��. ..... wl X II i Remove Raised Tray Ceiling �� Unit Model # R.O. �reia Egres ___ T N II ' ; : in Bedroom Space. eframe ping, ——, « —-------—------— I 1/ I p I \ W 20 -2 u 4 I 21'-1011 N II 4« 2nd Floor in This Area a / _ 16' 2" " I ` _ _ `I I ® ACW2050 2'-0" x 5'-0", Left No I j \ "Sister" Exist in 2x4 u- ; iv rn II of :the 2nd Floor vc�/ �: g : : _ \<c\ - Livin Room Wall w/ I O I I II O : : ------ - ---- O O : : / �: © APW2050 2'-0" x P-O", Fixed No 9 -Ir------- A I I \s 2x6 Studs to Increas X d X i O X AENNNNNI Al cr- I \ W Strength and Allow III N x II N Q cy // O I fx for Triple Header Ijl �► ______________ II m , x : : I Al © ACW2050 2'-0" x 5'-0", Right No z \ N I I--------- — a l x ram- ' x x / l r « r ' \o u z l l W i i II W ; w / ACW2434 2-4 x 3 -4 , Left No \'A o I , 11 I /........................ ------- I I :........................./•........................... .. ....... .......... 71 O ACW2440 T-4" x 4'-0". Left Yes \ U-I / I I \\ ,��. __ ��_ II xisti l2) 8 Hdr. Existing (3) 2x8 Hdr. cvl O ACW2440 T-4" x 4'-0", Right Yes W { I p \�__-- U Existing Ridge �� / — - E�cisting Gas - ------ --------------- - — — I I I I / N -r•—•—�__ :_—__—_-_ .� .—.— _ / I I III I ram- . New`(;2) 9 1/2"; LVL Hdr. (Flush)Ilo b- Existing (2) 2x8 Hdgl o Existing (2) 2x8 Hdr. I=� j III I OG ACW2038 T-O" x 3'-8", Left No I VIJ I l ry 8 `\ - rn III / III? I I ¢a// 4�-, I I I =° II `= iu- i Illu- I NO APW30BS 3'-0' x 3'-8", Fixed No •Q / W II - II �' l0 4x6 Posf, II I p I I I ?/ R j i I i I I Q ► I I R X Block B low n l X n� �* ,� I`I'  III`'' I JO ACW2038 T-0" x V-8% Right No s I ~ / tIi 1 Au-j- I mDRAWI NG TITLE: KM I.I u �_�__ �- wII^ Istin� � pl I I I I I I I I I I � 9 > I 1l. / x \ III I I I I I r,' I __ ____-- Electric O TPI-Fold 5'-4" X 4'-O" NO- I I y I I 1 = I 1 1 I I Ili..i I c'O/ M = .J -+ n r I I D n l III � - Meter /c// rn I —I _ I I -_ X © ACW2054 2-0 x 5-4 , Left No 2ND FRAMING IIII ' �II II � I X I•I �-` _J_ \_T"_ Existing (3) 2xI0,i, der (Pius E_ tin (3 9 I/ LVL r er —,— , li I (IST FLOOR) I- I W z __—_.-. — N I w ( 9 eel TFUShT « I Ic/ ___ -��� O �, Ivew (2) 1 1/2 LVL Hdr. C'A I\ MU APW4054 4 0 x 5 4 , Fixed No z / ----------------- ------- N r II ——————— I r'--- '--- --- — `� I I ACW2054 2'-0" x 5'-4", Right No I / " `� = I o Z ' ' tr kL I / NEw l2> II 1/8 LV�� Hdr. x I U--------------. ---------�---, I • W I -- ---- -- ---- P APW2030 2'-0" x 3'-0", Fixed No ------- --------- I -- Re ve Bearm gall to Allow forLj j `=' I __ __+ Gr ter Depth or 1111 Provide____ I ® ACW2040 2'-0" x 4'-0", Left No JOB: a , I o I Neu l3) 9 I/4 LVL Hdr. I ADDITION/ I N I +� Z . I I I New 2x8 R.R. _ _ O ® ACW2040 2'-0" x 4'-O", Right No 16' oc w `r __+ i� RENOVATION New 2x6 C.J _ I � SO ACW2034 2'-0" x V-4', Right No ERRANTE cli >I I ' ' ' — RESIDENCE I L h Hew (' 9 112" L L Hdr. I ' ll ,I _ I_ ----- m ----- +- � Ti ATF3-4 3'-4" x �- ', Fixed No 150 SHORE ROAD {---- .11 : New 13) 13/4" x III`I/8' LNL Hdr. II I PECONIC, NY 6x6 Post, Enclose in i i� I'�, �?�, °�`• �•' w II �ii � rn i :III: I I II T� NOT IN USE TOWN OF 50UTHOLD I m I SCTM# 1000-86-1-4.15 IOAO Trim, A.B. to I I O i o ill : u :III: I I II P.Conc. Pier t Strap I a :III: I I II I to Header Above j j!��/ z z�' II 'I : x - I I II 03 ATF4020 4'-0" x T-0", Fixed No ARCHITECT: ___ _ Existing (2) 2x12 Hdr. I Existing 2iy R.R., 16" oc W J IY Existing 2x8 :Io.R., �6" of II yT_._._._.—. ————— - ,'„� 41 ATF2020 2'-0" x T-0", Fixed No / New (3) 2x10 Hdr ' / w 13) 1 I/!2" LVL; dr. II � II ` :III' ¢ I--�I-- I FREDERICK R. WEBER e i / 11 a II I .r--.I. 1. ....1i...... I O 41 EAST MAPLE ROAD z I V APW2440 2'-4" x 4'-0", Fixed No / — e IC____________ ________ _____________�_�__,.__-+ �_____� _ •II I ,., III I pI II I Al \\ / T\ // I II :II : x p I II I Model Numbers Refer to "Andersen" A-Series, 52 NOYAC PATH 0 /0 oo I �/ u III I = I II I "Storm Watch", Impact Resistant Glass, PG l0/10, WATER MILL, NY 119'1L I i�° III I I n I Low-E4 w/Ar on Glass, Simulated Divided Light FRAMING 1`IOTLV: II � :II ; / III I g g I n TEL L31 '154-5555 II ;II : u_ a I , -� - I II I fweberarchitect gahoo.com II ;II ° v I 4` I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I II " ¢Q,,I� J ' = I v- SEAL: 2. ALL SHEATHING TO BE APA� RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. i II n /' `� --------- Itr-- --Its I _I D 0 0 R SCHEDULE L-K x - III I -� I I I ch ,` 3. ALL SUBFLOORING TO BE A,PA RATED STURD-I-FLOOR, EXPOSURE I. 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD I ? n :n,7 ;, I ul I ►� I II ? TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. i II x tl cn i �` nl I I II j Unit Model 4 Width t Height I 0 5. _ � -� I11_�_ I - I IIr g ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. I r `� � _t \� ,i r i ii x I 1 "ThermaTru", Front Door-CCA240 3'-0'x 6'�8'�(Door) E 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. I \ I P I I " .' I °� i. - I O Sidelights- CCA34505L (2) I-2 x 1'-8' (51.) I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. g I � "Andersen", FWGD60611R 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. - II � :n : v � - III II � I II - I 2O 6'-0'x 6'-11" (R.O.) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. j y II z fi ly Sliding Door, Right Active „... « " "Andersen", FWHID29LIlAL 1 1 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL. I Z II I II , a, I z I I-__I__�r�l -- I O 2-9 x 6-II IR.OJ I n I I II I Hinged Door, Left Hand 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 I New ax8 . .R., 16 oc I / New 2x8 R.lir. 16 Ipc i AND PLATE. ALL EXTERIOR: NAILS SHALL BE GALVANIZED. >a p i 4" /ll _ Pack IOut _- _ _- 24'r4" - -------- ;nl Pa lI Out to I,/ 4" ao D ® Bi-Part nn Slid nn Door 13'-10'"x 6'-ll' IR.O. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 4 O.C. EXTERIOR EDGES AND 6D 12 O.C. INTERMEDIATE. I '/tt 11- -tl cn r, 46 Al I / Hdr. Bearing ;- Add (U 13/4"x 16" LVL Header nl Hdr.IlBeanrg II \ Al O Andersen , FWGD60611L 6'-0"x 6'-II' IR.O.) Structure OCT 24. 2025 11. ALL ROOF RAFTERS SHALL IBE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I II I Sliding Door, Left Active OR APPROVED EQUAL. I — — — — — — — —'—'—'— — - I REV.: AUG 22, 2025 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I/ Existing (2) 1 3/4" x It" LVL Header I „ GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS L-------------------- ------------------------------- Model Numbers Refer to Andersen A-Series, 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 Clad, w/ Low E4 Tempered Glass w/ Argon DATE: AUG 14. 2025 PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 4'-6" 16'-0" 4'-6" Impact Glass, Performance Upgrade, PG 65/10 SCALE: I/4" I'-O" 13. ALL MULTIPLE LVL PRODUC75 W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. Verify Operation 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. JOB NO: w202405 C 15. BRIDGING TO BE PROVIDED) FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. Al DRAWING NO. 2ND FRAMING ( IST FLOOR )_ 0 Ty OF 52 p o C Q =-�- ,�n MEOW-) � =� I * * see * I I 000 � i 1 „' }�I DAL r'�! ♦♦ir .. - I i I I, I =SIn I air- .a JUN 1 h22 0 X Building Department Town of Southold