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HomeMy WebLinkAbout50292-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT G TOWN CLERK'S OFFICE " SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50292 Date: 2/5/2024 Permission is hereby granted to: Paliouras, Rizos Attn: Palio. — �.. .............. _................. ........._... -,--__.... . ras Andreas 3717 20th Rd Astoria, NY 111051624 To: Construct additions and alterations to an existing two-family dwelling as applied for per SCHD approval. Construction includes window and door replacements as applied for. At premises located at: _...........�. ..._ .. , Greenport 657955 CR.....48_.................. . ................____ __ ........... ... .... SCTM # 473889 Sec/Block/Lot# 40.-2-6.4 Pursuant to application dated 12/15/2023 and approved by the Building Inspector. ease To expire on 8/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $702.00 CO-ALTERATION TO DWELLING $100.00 Total: $802.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lett s://www,soutxoldto�wnn .gk)v Date Received PERMITAPPLICATION FOR BUILDING For Office Use Only PERMIT N0. 50 a� as Building Inspector: ' ' r Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12-15-23 OWNER(S)OF PROPERTY: Name: Rizzo Palioras SCTM#1000-40-2-6.4 Project Address:65795 North Road, Greenport NY 11971 Phone#:c/o Pat Moore Email: pcmoore@mooreattys.com Mailing Address: CONTACT PERSON: Name: Pat Moore Mailing Address: 51020 Main Road, Southold NY 11971 Phone#: 631-765-4330 Email:pcmoore@mooreattys.com DESIGN PROFESSIONAL INFORMATION: Name: Vincent Benic Mailing Address: POBOX 92, Southold NY 11971 Phone#: Email:wwW,vbarch.com CONTRACTOR INFORMATION: Name: TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes iRNo 1 PROPERTY INFORMATION Existing use of property: family Intended use of property: family 2 famil 2 famil Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC I this property? ❑Yes INo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pr Patricia C. Moore RAuthorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Patricia C. Moore being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the attorney (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 5I day of ,20� S Notary Pu lic KYLEE S DEFRESE NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNERtj n lORIZA11 ION No.01 DE6420156 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 08-02-2025 Rizos Paliouras residing at 65795 North Road Greenport NY do hereby authorize Patricia C. Moore to apply on my behalf to the Town of Southold Building Department for approval as described herein, �( 12-15-23 Signature Date Rizos Paliouras Print Owner's Name 2 SURVEY OF PROPERTY AT GREENPORT - N TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-40-02-6.4 SCALE.' 1= 40' MARCH IA 2020 0 OPEN SPACE FECOR. T. EL.15.3' 04E S874250"E 203.99' aw -E STA, CHWKFE./ DEER FENLE Dh STAKE IND. EL. 13.8' A 9 2. ND O, Tv NDy OEC 5UMMER 5TORA6E `. ROOM f ENGLSR 49.' V tFpp 0.4'W. a4t. '1: b I OU9 9' D, \ W {g3 N 58.5' STAR.FND. 0.5' c. t A94 ...e'c. �A ��` 9¢ STOPS tet\ a2^w..� {/t SUMMER LML POLE ROOM O� D — � x 11 ut `� {{9 1 O - N LOT® m +v oyo a LOTO N O'r/6h Atv (1Y,1 og� AREA= 40,867 SO-FT. - 7 r, ®LOT NUMBERS ARE REFERENCED TO'SUIWSION MAP OF OMESIEAD RLEDIN THE SUFFOLKHCOUNTY CLERKS OFFICE ,,y ON JULY 17, 1986 AS MAP 18150 - ELEVA77ONS ARE REFERENCED TO NAW.188 DATUM. M.. IC. NO. 49618 ANY ALMRARON OR ADD17101V TO THIS SURVEY IS A VIOLATION PECO R 'P.C. OF SECRON 7209OF THE NEW YORK STATE EDUCA RON LAW. 631 765—pV ff(X(63f 765-1797 EXCEPT AS PER SECTION 7209—SUBDIWSION 2.ALL CER71RC4110NS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET20_VVF}ttl�C6Y'i WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 t suitable pedestal rear the structure that H serves.Alternatively,the panel box may be Drawings&specifications as instruments of professional service ible a utility room,and not a lining space). are,and shall remain,the property of VINCENT GENIC e height for access. ARCHITECT. No reproduction,in whole or In part,shall be made vers Association(NEMA)4X specifications. without the written authorization of VINCENT BENIC ARCHITECT. ent gases and moisture from reaching the control panel orninction boxes. This document is intended solely for the construction of the ling warning system which will activate audible and visual alarms thatcan be readily project named herein and shall not be used by any other parties rued for any other construction without the written consent of VINCENT GENIC ARCHITECT. pump motor and floats must be watertight and located outside the IlAOWTS tank :m operate through a normal operating cycle. Suffolk County_bepenntent of HealhtServices Is will be made during the pump testprocedure. Approval Por Construction-Other Thar,Single Family Reference No. (--'t 3=-1-T Design FkwkVfipy ++� Ls�sJ WG-�0.M11{ �QSlawvl'a- I -these plans have been reviewed for generni oonfurm mce with Suffolk County Depanment of Hushir Services standards,relating to water supply I and sewage dieposai.Regardless°f any omissions,innone3stenee5 or lack AASURVEY BY PECONIC SERVAYOR IS.Last Dated 0312012020. of detail,cronaeructian is required to be in aceoMance with the attached Permit conditions red applicable standards unless specifieally waived by SHALLCONFORM TOTHE STANDARDS AND SPECIFICATIONS OFTHE TOWN OF the Department.This approval expires a rears from the approval date, NT OF HEALTH SERVICES AS REQUIRED unless este rood c,—..d- ION rrenewedION AND DEPTH OF ALL UTIUTIES PRIOR TO THE COMMENCEMENT OF WORK.THE II lT 2 RATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED �ova1 m Rev' er CURINGALLNECESSARY PERMITS BEFORE COMMENCING WORK. 0Hi r H?vEQS3t;1RSD XSPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS.CODES ,n='tr sSYS�t' MSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE If THE COUNTY AND COM WITH THEIR REGULATIONS. }[!tgjDP,9T'3 GOrtlflCatlQn ROqUITE!Cj RED WITH 3000 PSI 28 DAY STRENGTH CONCRETE. SULp}r�E.OrkA fO"ItiCr^.tlOn ' For Instailation And C rl trUCV! n ;IFIED ON PLANS ;o I\I U- 04-V(, T CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT0jtl�lilT jr -`rrt �i5+ `rti FT''Y<'M'OZJ. = BE INLETS.THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND `LIA���� �,, L3O1 D iHALL CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT fl (— SUFFOLK COUNTY, NY RIAL COMPACTED TO 95%MAXIMUM DENSITYATTHE OPTIMUM MOISTURE CONTENT AS SCTM#1000-40-02-6.4 'ROVED LOCKING COVERS AREA FOR HEALTH O FAMILY DWELLING AND CONNECTTO THEWASTE PIPE VENTING SYSTEM WITHIN THE _ THE OWTS TO THE HOUSE$O ANY LIQUID DEPARTMENT APPROVAL STAMP S FOR ADDITIONAL INFORMATION. I OF 3 YEARS OF EXPERIENCE IN INSTALLING AND MINIMUM OF 3 PROJECTS VBA Proj#: Seal: 378.2 Drawn: WM Checked: yjEREDq VB Q404 ENC J c� a NOTE!LEACHING POOLS AND DISTRIBUTION MANHOLE SHALL BE PROVIDED WITH HEAVY s 8'MIN. DUTY AND LOCKING CAST-IRON COVERS r9r°r4sas > FOFV YOP -8.5"TkAFFIC BEARING SLAB VE AIA, 118 MIN.PIER FT PVC 4"-6"BRICK NYS#014$83 ;WASTE LINE-SDR-35 LEVELING COURSE EL. Project m2:5i 0' 20' 2'MAX Palioras Residence -- AX M CHIMNEY 65795 North Rd. eRsEasees®® ®®® GREENPORT,NY 11944 r CONIC. (TION ®®®®®®®®®® Drawing Title r'H MAX (6)8'DIM.X 4'DEEP LEACHING GALLEYS RY SIGN GALLEYS SAN I TA T_0„MIN.. `/ EL.-11.2' SITE PLAN IApEyT�------- GROUND WATER----------- ,N SAND Drawing Number LEECHING GALLEY DETAIL L NOTE!NO CUT OR FILL REQUIRED. SSP-1 OO 'ROFILE N.T.S. S BEDROOMS X 1101 880 HYDRO-ACTION AN800 80 REST REQUIRED LEACHING GALLEYS 8 8.8'L X 4.76'W X 4'H 106 63 N ttP 'EXIST.'. jr m, SEPTIC TA BE REMOVED ` LEGEND: LG.=LEACHING GALLEY EXITING DP=DISTRIBUTION POOL SPECIMEN e EG=EXPANSION GALLEY TREE To � R�,D "POR REMAIN TESTHOtE RO 'CONCRETE-E M AG ION NOTES: DISTRIBUTION AN 808 PRovmea MBl.cAsx IRON ALL PROPERTIES WITHIN 1601 MANHO b P EE—IN.—IRo ARE CONNECTED TO PUBLIC FWNDATION RHOUSE EATERAS PER OWNER OF THE AIR LINE a"`'.,�coNNEcrlox PROPERTY THE WATER SUPPLY,UNDERGROUND VENT LINE' `'N ELECTRICAL,WELLSANDCESSPOOL ELECTRICAL D `� LOCATIONS SHOWN ARE FROM THE CONNECTIOPFIN `� $ kTOOl DmLNE .- e OWNERANDIOR OBTAINED BY: CONDUIT po 'oxo REMaw uwDs REED PRECISION UNDERGROUND UTILITY EEwnRVic ev HA^1+N TO F MARKOUTS SERVICE g X Y CONIC. `. $,s<Poq._W L TM E_ ' NOTEI ACCORDING TO THE PAD FOR OWNER-THERE ARE NO ROOF CONTROLS. DRAINAGE DRYWELLS ON THE AIR PUMP PROPERTY.THE LEADERS - �' A DRAINTOGRADE. —D MANHOLE - ABOYE GRIXILIO IUNETOR MUUTIU UImSTWBED. ----- EXGAVATEAN AREAOF NEWWORK8YHAN1) � TO EXPoSE UMRY PLAN UNOERGROLBIO YYAT62 UTILDYUNET.REMNN AD.USTABIE LOCMNGTYPE F"C T AN=— =,I NEXCAYAIE NON FRroAEAND COVERTO BE AREA OF NEWVAW( WATER TIGHTP.RD iS MSEGT FROOF .L BY WLINEE%PD i TO Flm3H GRnDE `+ UTutt IiNE. % B"fRfF€tC�EkRINOTO MEET A SHIO:-HID` z$ _ 1 STEPS ARETO BE ; CO-10, POLYPROPYLENE C YWALL it2"STEFI BARSAT tY _ O.C. JOIM'SEALANTTO BE V 3Ury N NERFORM.L - CONC OR .ANTS FORMED TO BEEAT Att IEA PROVIDE NONSHRBJKING THE PIPEEWPd�T��.y� MA31.piN1'SEAIPNT �{g e' I—IIR PI.—ME ",(-' STAINLESS STRAPS _ ON FLEXIBLE E RUBBER BOOT SECNOTES' TION MANHOLE SECTION63HALLCOMOWdW—TM C-OTB.WI-REVISION STANDARD SP ECRICATIONS FOR PRECAST REIR�ORCED GONCREiE M.H.SECTK)NS. 2 MANHOLE RISER SECTION TO W FURNISHED IN 1,2,3,OR4'HEIGHTS,AS REQUIRED. 3.LOAD NGTO CONFOWATOAASHTOH-20 LNG. 4.ALL CONCREiE'IL)MEEF9WBPSIAT 2S DAY SEI'. - B.N.L OLOLEIS PAE TO BE f'MWMLAI BELOW BJLET(3) -p�� CONCRETE DISTRIBUTION MANHOLE DETAIL a r!NFR . s � cacuco�t ncrro mnu un_ren. BUILDING DEPARTMENT ADDENDUM 1: 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF CONSTRUCTION.THE ARCHITECT AND/OR HIS AGENT _ LIST OF DRAWINGS: SHALL BE ALLOWED ACCESS TO THE CONSTRUCTION SITE. T-100 TITLE SHEET/GENERAL NOTES/ 1. THE SCOPE OF DEMOLITION WORK HAS BEEN GENERALLY INDICATED ON THE DRAWINGS FOR THE G.C's. ENERGY CODE 2. NO CHANGES SHALL BE MADE TO THESE DRAWINGS ACCEPTAS PER N.Y.S.LAW CHAPTER 987.ANY CHANGES TO THE PLANS INFORMATION.THE G.0 IS RESPONSIBLE TO DETERMINE THE FULL SCOPE. MUST BE APPROVED BY THE ARCHITECT.ANY SUCH CHANGES SHALL BE FILED WITH THE BUILDING DEPARTMENT AND AMENDED TOVINCENT BENIC ARCHITECT THE ORIGINAL BUILDING PERMIT.ANY MODIFICATION OR REPRODUCTION OF THESE PLANS OR SPECIFICATIONS FOR USE OTHER THAN 2• THE G.0 AND HIS SUB-CONTRACTORS SHALL COMPLY WITH ALL LAWS,ORDINANCES AND REGULATIONS DEMO-100 DEMOLITION BASEMENT FLOOR PLAN Po Box 92,Southold NY 11871 THE INTENDED PROJECT IS STRICTLY FORBIDDEN WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT. BEARING ON THE SCOPE OF THE WORK. www.vbarch.com DEMO-102 DEMOLITION FIRST FLOOR PLAN 3. THE G.C.AND HIS SUB-CONTRACTORS ARE NOT TO SCALE DRAWINGS.ALL WRITTEN DIMENSIONS SHALL TAKE PREFERENCE 3. THE G.0 SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE Issued/Revision OVERALL SCALED DIMENSIONS.ALL LARGE SCALE DRAWINGS,PLANS,SECTIONS,ELEVATIONS AND DETAILS WILL TAKE PRECEDENCE DEMOLITION AND REMOVAL OF ALL ITEMS SHOWN ON DRAWINGS. A-101 FIRST FLOOR PLAN OVER SMALL SCALE DRAWINGS,PLANS,SECTIONS,ELEVATIONS,AND DETAILS. A-102 SECOND FLOOR PLAN 11J14/23 SUbmiS910r TO BD 4. ALL ITEMS INDICATED WITHIN THIS SET OF DRAWINGS SHALL BE REMOVED,AND DISPOSED OF.THIS INCLUDES, 4-7 NOT USED. BUT IS NOT LIMITED TO PLUMBING FIXTURES,LIGHTING FIXTURES,ACCESSORIES,PANTRY CABINETS,APPLIANCES, A-200 NORTH ELEVATION DOOR FRAMES,DOOR HARDWARE,ETC. B. ALL ORIGINAL CONSTRUCTION DOCUMENTS,PHOTOGRAPHS,SKETCHES AND ESTIMATES SHALL REMAIN THE PROPERTY OF THE 5. ALL DEMOLITION WORK SHALL BE SCHEDULED AND COORDINATED AS DETERMINED BY THE OWNER, A-202 CROSS SECTION THRU BASEMENT/NEW ADDITION ARCHITECTAND SHALL BE CONSIDERED AS INSTRUMENTS OF THE SERVICES RENDERED WHETHER THEY WERE EXECUTED OR NOT. 9. THE PHRASE'BY OWNER°IS TO BE CONSTRUED AS PURCHASED BY THE OWNER,BUT COORDINATED,SCHEDULED,HANDLED, ARCHITECT AND THE G.0 E-101 ELECTRIC FIRST FLOOR PLAN AND INSTALLED,BY THE G.C.AND HIS SUBCONTRACTORS. 6. THE CONSTRUCTION SITE SHALL BE KEPT LOCKED AND SECURE ATALL TIMES. E-102 ELECTRIC SECOND FLOOR PLAN 10. THE ARCHITECTAND OWNER SHALL APPROVE THE NEW LAYOUT OF ALL PARTITIONS BY MEANS OF CHALK LINE PRIOR TO 7. THE G.0 SHALL KEEP THE JOB SITE PROTECTED FROM INCLEMENT WEATHER(RAIN,SNOW,WIND,COLD,HEAT), INSTALLATION. ETC. 11. THE ARCHITECT,DISCLAIMS ANY RESPONSIBILITY FOR THE DESIGN OF THE ELECTRICAL AND MECHANICAL SYSTEMS. 8. PRIOR TO REMOVAL OF WALLS THE G.0 SHALL VERIFY IF THE WALLS ARE BEARING AND NOTIFY THE ARCHITECT IN WRITING. 12. THE OWNER SHALL PROVIDE ADEQUATE PROPERTY INSURANCE ON THE VALUE OF THE BUILDING AND THE VALUE OF THE Drawings&specifications as Instruments of professional service CONSTRUCTION,INCLUDING FIRE,VANDALISM ETC. 9. THE G.0 SHALL PROVIDE ALL NECESSARY SHORING AND OR BRACING REQUIRED TO MAINTAIN THE are,and shall remain,the property of VINCENT BENIC STRUCTURAL INTEGRITY OF EXISTING BUILDING TO REMAIN. ARCHITECC No reproduction,in whole or In part,shall be made 13. THE COST OF THE BUILDING PERMIT SHALL BE PAID BY THE OWNER. without the written authorization of VINCENT BENIC ARCHITECT This document is Intended solely for the construction of the 10. THE G.0 UNDERSTANDS THAT WHERE WALLS ARE TO BE REMOVED,IT SHALL BE UNDERSTOOD THAT HE SHALL proJett named herein and shall not be used by any other parties 14. THE G.C.SHALL VISIT THE SITE AND BE RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.ANY ALSO BE RESPONSIBLE FOR THE REMOVAL OFALL ELECTRICAL,TELEPHONE,THERMOSTAT,PLUMBING,DUCTWORK, for any other construction without the written consent of DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT,IMMEDIATELY PRIOR TO AWARD OF CONTRACT,OR START OF WORK.THE ETC.,INCLUDED IN THE WALL. VINCENT BENIC ARCHITECT. G.C.SHALLALSO COORDINATE,AND BE RESPONSIBLE FOR THE APPROVED SIZE AND LOCATION OF ALL OPENINGS THROUGH ROOF, FLOORS WALLS ETC. 11. THE G.0 SHALL REMOVE AND DISCARD IN ITS ENTIRETY ALL PLUMBING,TO THE POINT OF ORIGIN INCLUDING, SINK,VENT/WASTE LINES,HOT/COLD WATER LINES,ACCESSORIES,ETC.PREP FOR NEW PLUMBING LAYOUT.ALL 15. THE G.C.AND HIS SUB-CONTRACTORS USING THESE DRAWINGS SHALL COMPLY WITH ALL LAWS,ORDINANCES,AND PLUMBING WORK SHALL BE PREFORMED BY THE LICENSED PLUMBING CONTRACTOR AS PER CODE. REGULATIONS,BEARING ON THE SCOPE AND CONDUCT OF THE WORK.ALL STRUCTURAL WORK SHALL BE PREFORMED IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL,STATE,COUNTY,OR MUNICIPALITY,HAVING JURISDICTION OVER SUCH 12 THE G.0 SHALL REMOVE&DISCARD IN ITS ENTIRETY ALL ELECTRICAL LINES INCLUDING OUTLETS SWITCHES WORK. TELEPHONE JACKS ETC.BACK TO THE PANELAS REQUIRED BY CODE.PREP FOR NEW ELECTRICAL LAYOUT. 16. THE G.C.AND HIS SUBCONTRACTORS SHALL BE LICENSED AND INSURED TO DO ALL WORK AS REQUIRED BY THE CITY,VILLAGE, 13. THE G.0 SHALL KEEP THE CONSTRUCTION SITE BROOM CLEAN AT THE END OF EACH DAY,UNTIL COMPLETION TOWN,COUNTY,AND STATE AGENCIES,WHICH MAY HAVE JURISDICTION OVER THOSE TRADES.THE CERTIFICATES OF INSURANCE ARE OF PROJECT. TO BE FILED WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK.BOTH THE OWNER AND THEARCHITECTARE TO BE LISTED AS ADDITIONAL INSURED AND AS CERTIFICATE HOLDERS AND ARE TO BE HELD HARMLESS FROM ANY CLAIMS EITHER DIRECTLY OR 14. THE G.0 SHALL NOTIFY AND ASSIST THE OWNER TO COORDINATE THE INSTALLATION OF BURGLAR ALARM, INDIRECTLY ARISING OUT OF THIS CONTRACT. TELEPHONE AND CABLE T.V.FROM THE UTILITY POLE TO THE OFFICE BUILDING. 17. THE G.C.AND HIS SUBCONTRACTORS SHALL MAINTAIN WORKMEN'S COMPENSATION INSURANCE AND ADEQUATE LIABILITY INSURANCE DURING THE ENTIRE LENGTH OF THE JOB. 15. THE GC SHELL RESTORE AND PROVIDE ALL FINISHES IN THE AREA OF NEW WORK AND INCLUDING BUT NOT LIMITED TO;GYP.BD, EXTERIOR SIDING,TRIM,FLOORING ETC.,THE CONTRACTOR SHALL SPACKLE,PRIME AND PAINT 18. THE G.C.SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS,OWNERS,AND THE PUBLIC,AS REQUIRED BY THE STATE TO THE HIGHEST STANDARDS IN THE INDUSTRY COLOR AND FINISHES AS SE;EXCEED SHALL BE SELECTED BY THE OF NEW YORK,AND OSHA REGULATIONS,DURING THE CONSTRUCTION PERIOD. CLIENT. ENERGY ANALYSIS 19. THE G.C.AND HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING ALL NECESSARY PERMITS, 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSPECTIONS,AND CERTIFICATE OF OCCUPANCY,TO PERFORM THE WORK UNDER CONTRACT.THE ELECTRICAL,PLUMBING,AND HVAC WORK,SHALL BE FILED UNDER A SEPARATE PERMIT. CLIMATE ZONE 4 ZONING DATA 20. THE G.C.SHALL NOT START ANY WORK UNTIL THE BUILDING PERMIT IS ISSUED. 21. THE G.C.SHALL FURNISH ALL LABOR,MATERIALS,EQUIPMENT,AND OTHER ITEMS,NECESSARY TO COMPLETE THE WORK SYSTEM COMPONENT CODE REQUIREMEN-PI 1,OJECT COMPLIANCE SHOWN,CALLED FOR,OR INFERRED BY,THESE DRAWINGS UNLESS OTHERWISE NOTED. ADDRESS; 22. THE G.C.SHALL PREFORM HIS WORK SO THAT MINIMUM DISRUPTION IS CAUSED TO THE OWNER,AND PORTIONS OF HOUSE Building Thermal WOOD FRAME' C402.1.2 MIN.R-20 WHERE THERE IS NO WORK. Envelope WALL R VALUE R-20 SEE DETAILS 65795 North Rd.C40 23. THE G.C.SHALL ATALL TIME KEEP THE BUILDING WATERTIGHT,SECURE,AND SAFE FROM OUTSIDERS. (ACCESSORY WOOD FRAME R-49 .2 MIN.TAIL APARTMENT CEILING R VALUE R-49 ONLY) SEE DETAILED Greenport11971 � ' 24. THE G.C.SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION.HE SHALL BE SOLELY RESPONSIBLE a' `�t '� FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,AND FOR COORDINATING ALL PORTIONS UNDER THE SLAB C402.1.2 MIN.R-10 •A OF THE WORK UNDER CONTRACT.THE G.C.SHALL BE RESPONSIBLE TO THE OWNERS FOR THE ACTS AND OMISSIONS OF HIS VALUE R-10 SEE DETAILED EMPLOYEES,SUBCONTRACTORS,THEIR AGENTS AND THEIR EMPLOYEES PERFORMING THE WORK UNDER CONTRACT. / •� ,f' .32 fo enes ratioctor u Factor..45 for Fenestration TOWN OF SOUTHOLD:1000 25. THE G.C.SHALL BE RESPONSIBLE FOR ADEQUATE,TEMPORARY BRACING,SHORING,AND PROTECTING ALL WORK DURING Fenestration 32 fo Fenestration SHGC: 0.40 / a CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS,AND MISALIGNMENT,ACCORDING TO STRICT COMPLIANCE Replacement SHGC:0.40 WITH THE NEW YORK STATE BUILDING CODE AND ALL OTHER APPLICABLE NATIONAL,STATE,AND LOCAL CODE,AND GOOD SECTION: 40 CONSTRUCTION INDUSTRY PRACTICE. FenestrationNA 378' ! Air Leakage NA BLOCK: 02 Drawn. ` 26. THE G.C.IS RESPONSIBLE FOR ALL DAMAGES(INCLUDING STRUCTURES,FINISHES,UTILITIES,EQUIPMENT,VEGETATION,ETC., cWM herxea: ,S ` p 4883 SCHEDULED TO REMAIN)OF EXISTING PROPERTY ASA RESULT OF HIS WORK,HIS WORKMANSHIP AND SUB-CONTRACTORS.THE G.C. Mechanical& SHALL PROVIDE ADEQUATE PROTECTION FOR THEIR WORKAND BE RESPONSIBLE FOR SAME.THE G.C.SHALL RESTORE TO ORIGINAL Service Water LOT' 8.4 VIB o,_N � CONDITION ANY EXISTING ELEMENTS DAMAGED ASA RESULT OF HIS WORK.THE G.C.SHALLALSO PROTECT EXISTING OCCUPIED AREA FROM ALL DUST AND DIRT. Heat ng EXISTING SYSTEM TO FEED NEW BASEBOARDS. ZONE: R40 Systems 27. THE G.C.SHALL COMPLETE ALL WORK INA MANNER THAT CONFORMS TO THE MANUFACTURER'S INSTRUCTIONS AND TO THE HIGHEST INDUSTRY STANDARDS. Lighting& A MINIMUM OF 90%OF BULBS IN PERMANENTLY Electrical Syste INSTALLED FIXTURES SHALL BE HIGH EFFICACY LOT AREA: 40,887 SQ.ST. 28. THE G.C.SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE ENERGY CODE COMPLIANCE INSPECTIONS ® NYS#0148�3IAr DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE BY OWNER. C402.1.2,C402.2 Building Thermal Envelope ASHRAE 90.1-5.5,5.6 OR EXISTING 2,530 SQ. FT.OR FNERGYC DES, Buildings Above IIA2:Insulation placement 11;5.8.1 STRUCTURES , 6.2% OF LOT AREA 65795 North Rd. C TO THE BEST OF MY BELIEF AND KNOWLEDGE,THIS SET OF DRAWINGS MEETS OR EXCEED THE REQUIREMENTS OF THE ENERGY Grade Mass and Fenestration IIA3&IIA3:Fenestration C402.3 Greenport Residence CONSERVATION CODE OF THE STATE OF NEW YORK LATEST EDITION. Replacement U-Factor and Product ASHRAE 90.1-5.5,5.6 OR STEPS, LANDINGS P 2. TO THE BEST OF MY BELIEF AND KNOWLEDGE,THIS SET OF DRAWINGS MEETS THE REQUIREMENTS OF THE RESIDENTIAL CODE Rating AND PORCHES: OF THE STATE OF NEW YORK LATEST EDITION. TITLE SHEET/ 3 ALLWINDOWSAND SKYLIGHTS SHALL BE DOUBLE GLAZED,AND WEATHER STRIPPED,AND ALL DOORS SHALLALSO BEWEATHER Methanical&bervoc-e- STRIPPED. Water Heating N7A ADDITIONAL 60 SQ. FT. OR ENERGY CODE 4 ALL NEWAPPLIANCES,AND ITEMS SPECIFIED SHALL MEET THE ENERGY STAR. PROPOSEDADDITIO Lighting&Electrical NrOTAL COVERAGE Systems N7A AREA Drawing Number 2,590 SQ. FT NYECC COMPLIANCE OR. TO THE BEST OF MY KNOWLEDGE,BELIEF&PROFESSIONAL JUDGEMENT,THIS 6.3%OF LOT AREA T 100 APPLICATION IS IN COMPLIANCE WITH THE 2020 NYECC. KEY: VBA — VINCENT GENIC ARCHITECT EXIST.WALLS,INTERIOR AND EXTERIOR Po Box 92,Southold NY 11971 TO TO REMAIN UNDISTURBED; www.vbarch•com INTERIOR:EXISTING WALLS AND OTHER Issued/Revision CABINETWORK TO BE REMOVED.SEE GENERAL NOTE BELOW RELATED TO 12/06/23 -Progress to Peter STRUCTURAL. 12/09/23 Progress to Peter REMOVE PLUMBING,ELECTRICAL 12/14/23 Submission TO BD OUTLETS,WIRING AND ANY OTHER ITEMS ATTACHED TO THE WALL.WIRING IS TO BE REMOVED BACK TO THE PANEL. MOTE: ELECTRIC AND PLUMBING SHALL BE TRACED TO CONFIRM THAT THERE ARE OTHER ITEMS WHICH ARE INTENDED TO UP REMAIN AND FUNCTIONAL.IF THEYARE NOT FUNCTIONAL DUE TO DEMOLITION, RUN WIRING AND PLUMBING TO THOSE EXISTING CONNECTIONS. Drawings&specifications as Instruments of professional service are,and shall remain,the property of VINCENT GENIC ARCHITECf. No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of EXISTING WINDOWS AND VINCENT GENIC ARCHITECT ADJACENT FINISHES TO BE !CL OILET REMOVED FOE NEW INSTALLATION.CAREFULLY 5? BEDROOMBEDROOM EXPOSE ALL FRAMING FOR INSPECTION BY THE 13'-01/a" I 11'-19/4" STRUCTURAL ENGINEER 13'-04" CL PRIOR TO ANY REMOVAL OF 3'6%" FRAMING. DN _________________ __________•r_'_____,)u , it iiF'7m r 1 20'-176" NEW ADDITION WITH 1TOILET FOOTINGS UP THE ROOF KITCHEN i STRUCTURE IS TO BE CIL INSTALLED AS PER I----- , ----------- ----- EXISTING KITCHEN TO DRAWING A 200. i BE DEMOLISHED rq ' KITCHEN yENC� LOSED� ENCLOSED LIVING ROOM ;t----- -PORCH TO BE� PORCH LIVING ROOM RENOVATED" 21L le ;o EXISTING ROOF/CEILING STRUCTURE TO BE VBA Prot REMOVED AND A NEW 379.2 ,t F-� ROOF STRUCTURE IS TO Drawn: £s BE INSTALLED AS PER WN DRAWINGA200. Checked: VB 1_-'.\----- w-' S'T 014855 ¢� �TFOF NE`N�O ® Vend Benic AIA, GENERAL NOTE! NYS#0148h3 PRIOR TO REMOVAL OF ANY FRAMING AND/OR Drawing Title65795 North Rd. PARTITIONS,.THE CONTRACTOR SHALL EXPOSE ALL FRAMING, (WALLAND CEILING)FOR Greenport Residence INSPECTION BY STRUCTURAL ENGINEER. NO IST FLOOR PLAN Drawing Title DEMOLITION'S TO TAKE PLACE WITHOUTDEMOLITION WRITTEN OR GRAPHIC REPRESENTATION OF o 1 2 3 4 5 6 7 8 9 10 FT WORK. SCALE: 1ST FLOOR PLAN Drawing Number DEMO-101 KEY.' EXIST.WALLS,INTERIOR AND EXTERIOR 3A TO TO REMAIN UNDISTURBED; VINCENT GENIC ARCHITECT INTERIOR:EXISTING WALLS AND OTHER voBo:e2,soawww.vberch. Nr11gTt ' dr.com CABINETWORK TO BE REMOVED.SEE GENERAL NOTE BELOW RELATED TO Issued/Re rislon STRUCTURAL. REMOVE PLUMBING,ELECTRICAL 12/08/23 ProgreastoPeter OUTLETS,WIRING AND ANY OTHER ITEMS ATTACHED TO THE WALL.WIRING IS TO BE 12/09/23 Progress to Peter REMOVED BACK TO THE PANEL. 12/14/23 Submission TO BD TE: ELECTRIC AND PLUMBING SHALL BE TRACED TO CONFIRM THAT THERE ARE OTHER ITEMS WHICH ARE INTENDED TO REMAIN AND FUNCTIONAL.IF THEYARE NOT FUNCTIONAL DUE TO DEMOLITION, RUN WIRING AND PLUMBING TO THOSE EXISTING CONNECTIONS. Drawings&specifications as Instruments of professional service are,and shall remain,the property of VINCENT BENIC ARCNITECC No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document Is Intended solely for the construction of the DN project named herein and shall not be used by any other parties for any other construction without the written consent of VINCENT BENIC ARCHTrECi: ISTING WINDOWS TO BE ENLARGED FOR NEW INSTALLATION.CAREFULLY EXPOSE ALL FRAMING FOR EXISTING WINDOWS TO BE INSPECTION BY THE ENLARGED FOR NEW STRUCTURAL ENGINEER INSTALLATION.CAREFULLY PRIOR TO ANY REMOVAL OF EXPOSE ALL FRAMING FOR CIL FRAMING. INSPECTION BY THE TOILET STRUCTURAL ENGINEER PRIOR TO ANY REMOVAL OF BEDROOM FRAMING. BEDROOM CL EXISTING STAIR TO BE DEMOLISHED AND DOOR TO ATTIC BE CLOSED UP DN EXISTING KITCHEN TO CL ET LEI BE DEMOLISHED VL ATTICABOVE REMAIN EXISTIN STAIRTOBE UNDISTuRBEb CL DEMOLI HED AND DOOR TO O i _F NEW ADDITION WITH ATTIC B CLOSED UP L_�__:_�_i__�_�__:_ ' Q;-F-i--t-�--f►I � FOOTINGS UP THE ROOF E — --�- EXISTING KITCHEN TO STRUCTURE IS TO - - BE DEMOLISHED I I r DRAWINGA200 INSTALLED AS R < D ARt 19'-11 § 1 - --- ;____ EXISTING WIN OWS TO BE ATTICABOVE KITCHEN;,----; I � ENLARGED FO NEW TO REMAIN EXISTING WALL TO BE I i um '--`—"- UNDISTURBED REMOVED FOR NEW INSTALLATION.CAREFULLY ---------- I WINDOW AND OPENING EXPOSE ALL F ING FOR I ;i 24'-5"; INSTALLATION.CAREFULLY INSPECTION B THE ;; ;;_ _______ __ � 1 - T F Y -------------------------------- STRUCTURAL NGINEER "" - •-------__-- ,, ------------------------;----=,r1�-- EXPOSE ALL FRAMING FOR % INSPECTION BY THE `reA �' s PRIOR TO ANY EMOVAL OF _ ;;ga STRUCTURAL ENGINEER 378.2 ; FRAMING. ;; PRIOR TO ANY REMOVAL OF wMw"0 S� 0148g3 ?, FRAMING. .q� O� F Checked: OF NEWS Vs DINING EXISTING ROOF/CEILING EXIST.ROOF " STRUCTURE TO BE _ BELOW TO REMOVED AND A NEW REMAIN ROOF STRUCTURE IS TO Vencl Benic AIA, BE INSTALLED AS PER NYS#0148b3 DRAWING A 200. project 65795 North Rd. GENERAL NOTE! PRIOR TO REMOVAL OF ANY FRAMING AND/OR Greenport Residence PARTITIONS-THE CONTRACTOR SHALL EXPOSE Drawing Tide ALL FRAMING, (WALLAND CEILING)FOR1 2ND FLOOR PLAN DEMOLITION INSPECTION BY STRUCTURAL ENGINEER. NO 0 1 2 3 4 5 6 7 8 9 10 FT 2nd FLOOR PLAN DEMOLITION'S TO TAKE PLACE WITHOUT SCALE: WRITTEN OR GRAPHIC REPRESENTATION OF Drawing Number WORK. DEMO-102 I HOUR FIREWALL SEPARATION BETWEEN APARTMENTS: -FROM UNDERSIDE OF THE ROOF THROUGH THE SECOND FLOOR,1ST FLOOR AND BASEMENT. -MIN.5/8"GYP.BD...ON EACH SIDE OF THE WALL. VINCENT BENIC ARCHITECT -VERIFY EXISTING CONSTRUCTION FOR GYP.BD. PO Box 92,Southold NY 11971 THICKNESS.IF NOT,5/8 INCH THICKNESS,PROVIDE www.vbamh'com INSTALL 5/8"GYP.BD. NEW 1/2"GYP.BD.ON EACH SIDE AND ON TOP OF Issued/Revision UNDERNEATH EXIST.STAIR FOR EXISTING GYP.BD. FIRE SEPARATION.PROVIDE -PATCH ALL HOLES AND MAKE 1 HR FIRE SAFE WITH BLOCKING,FRAMING AS NEEDED THERMAFIBRE AND FIRE CAULK. 6/14123 ARematives to Client TO ACCEPT GYP BD. EXTEND -IN ATTIC,BUILD WALLS FOR FIRE CONTINUITY TO 12!06123 Progress to Peter BOARD ON EXISTING BASEMENT PROVIDE FIRE SEPARATION WHERE MISSING. LEY CEILING 36"BEYOND THE STAIR. -IN THE BASEMENT,CLOSE OFF ANY OPENINGS, EXIST.WALLS,INTERIOR AND EXTERIOR 12109/23 Progress to Peter BETWEEN THE FIRE SEPARATED APARTMENT. o TO TO REMAIN UNDISTURBED; 12114/23 Submission TO BD -WHERE EXISTING DOORS PENETRATE FIRE SEPARATION,PROVIDE 45 MIN.FIRE RATED DOOR o INTERIOR:NEW 2x4 WOOD STUD WALL AT AND FRAME. 16"OC, 2"ROCKWOOL SOUND INSULATION.BLOCKING AS NEEDED EXTERIOR:NEW 2X4 WOOD STUD WALLAT 16"OC;SEE NOTES AND DETAIL ON UP DRAWING A-200 FOR TYP.WALL Drawings&speclncations as Instruments of professional service CONSTRUCTION are,and shall remain,the property of VINCENT BENIC ARCHTTECc No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHTTECr. This document IsIntended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of VINCENT BENIC ARCHITECT. EXISTING WINDOW TO BE BATHR OM REMOVED AND BLOCKED UP,NEW FINISH ON INTERIORANNEXED I CL TERRIER.EXISTING SIDING, SHEETING,ETC.TO BE REMOVED BEDROOM KITCHEN )ROOM'— AND FINISHED W/GYP.BD.DO NOT �? -; DISTURBED EXISTING FRAMING. 13'-01/4" 12'-6!V SEE STRUCTURAL DWGS FOR 13'-63/" CL10'-1" E DETAILS. D NEW 45 MINUTE 1 MW DOOR D A200 FRAME CL NEW STAIR 20'-17�" TOILET ADDITION 1 ' PORCHDINING DINING POSSIBLE COLUMNS IN THIS RAC 8 Al LOCATION. CONTRACTOR TO 0 VERIFY WITH STRUCTURAL A200 Q- �r ENCLOSED 0 ENGENDERr// PORCH PORCH ED LIVING ROOM BOTH APARTMENTS -SEE DEMO NOTES LIVING RMNEW WINDOWS.SEE DRAWING A200 VBAProj9� •=1 i 378.2 5; EXISTING PORCH FLOOR Drawn: 4 / ' ELEVATION TO BE BROUGHT UP wN LIVING ROOM I _ TO FINISH FLOOR ELEVATION OF checked: 0 1 4 B B3 + THE HOUSE. VB tFOF NE`N� NEW 36"X 80"BY EXTERIOR DOOR ff66 MEETING THE ENERGY CODE. _ NEW STOOP W/HANDRAIL: MINIMUM 3 FEET FROM HOUSE WITH TWO RISERS.PITCH AWAY ® Vend Benlc AIA, FROM HOUSE NYS#0148§3 Drawing Title A200 65795 North Rd. Greenport Residence Drawing Title 1 st FLOOR PLAN 1 1ST FLOOR PLAN 0 1 2 3 4 5 6 7 8 9 10 FT Drawing Number SCALE: A-101 I HOUR FIREWAL SEPARATION BETWEEN VINCENT BENIC ARCHITECT APARTMENTS: PO Box 92,Southold NY 11971 -FROM UNDERSIDE OF THE ROOF THROUGH THE www.vbudi.corn SECOND FLOOR,1 ST FLOOR AND BASEMENT. -MIN.5/8"GYP.BD...ON EACH SIDE OF THE WALL. Issued/Revision -VERIFY EXISTING CONSTRUCTION FOR GYP.BD. THICKNESS.IF NOT,5/8 INCH THICKNESS,PROVIDE NEW 1/2"GYP.BD.ON EACH SIDE AND ON TOP OF 8/14/23 Afterbativea to Client EXISTING GYP.BD. 12108/23 Progress to Peter -PATCH ALL HOLES AND MAKE 1 HR FIRE SAFE WITH 12/09/23 Progress to Peter THERMAFIBRE AND FIRE CAULK. -IN ATTIC,BUILD WALLS FOR FIRE CONTINUITY TO KEY. 12/14/23 SubmISSIDn TO BD PROVIDE FIRE SEPARATION WHERE MISSING. r- EXIST.WALLS,INTERIOR AND EXTERIOR -IN THE BASEMENT,CLOSE OFF ANY OPENINGS, 0 TO TO REMAIN UNDISTURBED; BETWEEN THE FIRE SEPARATED APARTMENT. -WHERE EXISTING DOORS PENETRATE FIRE o INTERIOR:NEW 2x4 WOOD STUD WALL AT SEPARATION,PROVIDE 45 MIN.FIRE RATED DOOR 16"OC, 2"ROCKWOOL SOUND AND FRAME. INSULATION.BLOCKING AS NEEDED EXTERIOR:NEW 2X4 WOOD STUD WALLAT Drawings&specifications as Instruments of professional service 16"OC;SEE NOTES AND DETAIL ON are,and shall remain,the property of VINCENT GENIC ARCHITEM No reproduction,In whole or In part,shall be made DRAWING A-200 FOR TYP.WALL without the written authorization of VINCENT BENIC ARCHITECT: CONSTRUCTION This document Is Intended solely for the construction of the DN protect named herein and shell not be used by any other parties for any other constructlen without the written consent of VINCENT BENIC ARCHITECT. r.Y EXISTING BEARING WALL TO BE REMOVED TO CREATE NEW STAIR OPENING.NEW FINISH ON CL INTERIOR AND EXTERIOR. TOILET 1 BEDROOM EXISTING SIDING,SHEETING,ETC. T TO BE REMOVED AND FINISHED W/GYP.BD.DO NOT DISTURB CL EXISTING FRAMING. SEE STRUCTURAL DWGS FOR DETAILS. DN CL V-3V NEW 45 MINUTE TOILET SELF CLOSING FIRE DOORAND FRAME CL A2oo 1 � , 4 z o i NEW STAIR ADDITION ar BEDROOM � -~-----. i t '-'~-�-----" i G�e����•=- ,y�,, INCI NEW DROP /)- 4•-2" DOWN STAIR. ROOF DOUBLE NEW ASPHAL CEILING JOIST BEDROOM u POSSIBLE HINGLE ROOF COLUMNS IN THIS_ LOCATION. VSA CONTRACTOR TO VERIFY WITH +aa1�• rev,• Drawn: r STRUCTURAL I NEW WINDOWS IN NEW OPENING.SEE a eae : t ENGENDER 51',T�. X4883 DRAWINGA200 V3 CF/V�JVYO� BOTH APARTMENTS BEDROOM -SEE DEMO NOTES STUDY STUDY 9 BEDROOM m EXISTING PORCH ROOF SYSTEM 9-tib• tr s>�• TO BE REMOVED AND A NEW 2 ROOF STRUCTURE AND ROOFING TO BE INSTALLED.SEE DWG.A200 Vencl 8enlc AIA, NYS#01483 \ POSSIBLE COLUMNS IN THI Protect LOCATION. CONTRACTOR TO VERIFY WITH STRUCTURAL ENGENDER 65795 North Rd. BOTH APARTMENTS -SEE DEMO NOTES Greenport Residence 3 A200 Drawing Title 1 2ND FLOOR PLAN 2nd FLOOR PLAN 01 234 567 891OFT SCALE: Drawing Number A-102 • ' SALVAGE EXISTING SHINGLES OREOS.IF NOT 5 A 5 CAPA BLE OF SALVAGE EXISTING BEAM TO BE CUT REMIND YOU AT NEW OPENING THE SECOND FLOOR. SEE NEW SUPPORT FROM SECOND VIA' NEW SIDING IN THE STRUCTURAL DWG VINCENT BENIC ARCHITECT AREAS OF FOUNDFLOOR CEILING DOWN TO PO Box 92,Southold NY 11971 DISTURBANCE U DWGSATION.SEE STRUCTURAL NEW ADDITION www.vbarch.com MATCH EXISTING. _ + = ! issued/Revision FIBERGLASS SHINGLE _ ------ ----------------- - ------ �,: _;_� = NEWADDITION- ROOF WITH WATER AND SEE DET.2 THIS 6H4/23 Alternatives to Client ICE SHIELD ❑❑ ❑❑ :r UNDERLAYMENT DWGS FOR WALL 8+ 2 2 12108/23 Progress to Peter ROOF A200 1 A200 WE.PLYWOOD Bo CONSTRUCTION _ r�*"°� 12/09/23 Progress to Peter SHEETING NEW GUTTERS AND LEADERS 12/14/23 Submission TO BD TO MATCH EXISTING 2nd FLOOR 1 NEW STAIR WITH 3 WOOD SOFFIT W/1.5"CONT. 36"RAILING/ A200 VENT 3/2XIOTO HANDRAIL BOTH 2X10 @18'ROOF SUPPORT SIDES RAFTERS WALLAND Q m� i4 ROOF w 2X8 @18"OC CEILING ABOVE �~ UNDERSLAB EXTRUDED POLYSTYRENE(XPS)R10 NEW WINDOWS.SEE DRAWING THIS SHEET JOIST (2-)INSULATION 38'ALONG THE PERIMETER OF THE Drawings&specifications as Instruments of professional service EXTERIOR WALL AND TURNED UP AT FOUNDATION :.'i.•'i'�'.':•. :, are,and shall remain,the property or VINCENT GENIC R49 KWOO I CURB FOR A CONTINUOUS THERMAL BARRIER, EXISTING PORCH FLOOR ELEVATION TO ARCHITEC. No reproduction,In whole or In part,shall be made ROCKWOOL INSULATION _ without the written authorization or VINCENT BENIC ARCHITECE 1St LOOK ;.' BE BROUGHT UP TO FINISH FLOOR This document Is Intended solely for the construction of the EXISTING PORCH FLOOR-POUR — ELEVATION OF THE HOUSE. prolate named herein and shall not be used by any other parties LEVELING SLAB TO — — — :..� :: NFIN CONC for any other construction without the written consent of •.::•'•..:.,:•::••..:.,:•::•'•:.:..�. '. ,. .:;. VINCENT BENIC ARCHITECE 1111=1$11 1 pgNC9E "d I THE IRE I III 1111-1111 i MATCH EXIST.IST FL REINFORCED WITH ALLTHE WIRE = FOUNDATION WALL ' ELEVATION MESH B X BAND AS PER STRUCTURAL DRAWINGS. COMPACTED 38"PLATFORM W/ POURS FILL NEW STOOP W/HANDRAIL:MINIMUM 3 STEPAND RAILING EET FROM HOUSE WITH TWO RISERS. LONG SECTION THROUGH PORCH EXISTING PITCH AWAY FROM HOUSE FOUNDATION 01 2345678910FT SCALE: PARTIAL 1ST FLOOR PLAN 3 01 2345678910 FT A200 B SCALE: NEW SUPPORT FROM A200 SECOND FLOOR CEILING DOWN TO FOUNDATION. SEE STRUCTURAL DWGS EXISTING BEAM TO BE CUT TYR ROOF CONSTRUCTION ON NEW U AT NOON OPENING THE 2XI 'RAFTER/4/@116" KITCHEN ADDITION OC 1.SEE STRUCTURAL DRAWINGS FOR ROOF SECOND FLOOR. SEE FRAMING AND WALL ATTACHMENTS. STRUCTURAL DWGS MIN.SEE STRUCTURAL 23/4'ROOF SHEETING CD PLYWOOD, SALVAGE EXISTING """•' ""a' _ •-- - — ---- - - - - - �- ,:-a�.:.:^-�-=�` - -- ------------------ - EXPOSURE I. SHINGLES -- ---- - - ��� 3.ROOFING SHALL BE FIBERGLASS NEW SIDING IN ❑❑ ❑E _ -. SHINGLES, ICE SHIELD. INS SHELL BE MATCH EXISTING - NEW OPENING @ 2ND � WATER AND ICE SHIELD.INSTALLAS PER FLOOR MANUFACTURER SPECIFICATION SAND DETAILS. NEW ROOF "aD 4. R-49 CLOSED CELL SPRAY INSULATION STRUCTURE OVER _.tea, --- •—�-- BETWEEN ROOF RAFTERS. 2nd FLOOR TM PORCH.NEW SINGLE '""o " 2nd FLOOR tr 5. 1/2'GYPSUM BOARD ON CEILING y.=.®.�. a NEWFASCWTRIM. _ AS SPECIFIED _ _ ..o � ______- __________ _______ MOVE DOOR UP TOADOmoN VG ACCOMMODATE GUTTER, CONNECT 1 E NEW STAIR WITH 1.2"4®16 INCHES ON CENTER. �I N�) NEW SLAB EXISTING GUTTERAND 36"RAILING. 2.1/2"INTERIOR GYP.BD. ELEVATION. LEADER "�— 4.314•SHEETING ON THE OUTSIDE. ^• f VERIFY LINTEL S DESRAIL BOTH � 3.R-15 CRAFT FACED INSULATION IN CAVITY. � � •✓/� Q �. 4.AIR BARRIER ON TOP OF SHEETING. d. , en LOCATION. CUSTOM BUILT WINDOWS TO INSTALLED AS PER MANUS.REQUIREMENTS. - MATCH EXISTING OPENING. - SEAL JOINTS. VB Prot ;1,5�'- ' MERELY NEW YORK STATE 6,2XPS CONTINUOS EXTERIOR INSULATION 37 r y . ENERGY CODE 1 6,EXTERIOR FINISH TO MATCH EXISTING Dr 1st FLOOR °' 9+-0/a" 1st FLOOR iv EXIST.VIF . . . I .I r. .". . -.. 0.,--- VB 1/0 Che---------------- EXISTING PORCH EXISTING PORCH UNDERSLAB EXTRUDED POLYSTYRENE(XPS)RIO '4883 FLOOR-mmw FLOOR-POUR — — __ (2')INSULATION 36"ALONG THE PERIMETER OF THE OFN LEVELING SLAB 38"PLATFORM W! - LEVELING SLAB TO — EXTERIOR WALL AND TURNED UP AT FOUNDATION YO AND EXIST.,STEPS STEP AND RAILING NOTE:ALL WINDOWS ON MATCH EXIST.IST FL CURB FOR A CONTINUOUS THERMAL BARRIER, VV TO MATCH EXIST. ELEVATION TION(IN ACCENTI SHALL BE AS ELEVATION 1ST FL ELEVATION MANUFACTURED BY ANDERSONNEW CONC NY. WINDOW COMPAWEST ELEVATION EXISTING WALL COMPACTED FOUNDATION WALL SHALL BE THE SAME WINDOWS. AND FOUNDATION POURS FILL NOTE CONTRACTOR TO SUBMIT UNDER SLAB 10 MIL 5 INCH CON Vend BenIC AIA, WINDOW SIZE AND'U"VALUE TO REINFORCED VAPOR SLAB REINFORCED NYS#0148h3 ARCHITECT PRIOR TO FINALIZE BARRIER.OVERLAP ALL WITHALLTHEWIRE Drawing Title FRAMING OR ORDERING. JOINTS AND SEALTHE 65795 North Rd. �1 PARTIAL SOUTH ELEVATION MESH 6 X 6 AND AS 3 EAST ELEVATION ��C PER PER STRUCTURAL 2 PARTIAL SECTION THROUGH STAI 0 1 2 3 4 5 6 7 8 9 10 FT SPECIFICATIONS DRAWINGS. 0 1 2 3 4 5 6 7 8 9 FT 0 1 2 3 4 5 6 7 8 910 FT Green SCALE: SCALE: SCALE: port Residence Drawing Title ELEVATIONS/SECTIONS & DETAILS Drawing Number A-200 TYR ELECTRIC NOTES (ALL SHEETS) ' 1.ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, LATEST EDITION,NEW YORK STATE CODE, AND LOCAL JURISDICTIONS REQUIREMENTS. I/IA 2. CONTRACTOR SHALL COORDINATE ALL VINCENT GENIC ARCHITECT WORK WITH OTHER TRADES AND PROCEED PO Box 92,Southold NY 11971 AS NEEDED AS NOT TO IMPEDE THE www•vbarc+•com PROGRESS OF WORK. 3. ELECTRICAL CONTRACTOR,PRIOR TO Issued/Revision THE BID,EXAMINE EXISTING SERVICE,PANEL AND PROVIDE LATINATE PRICE BID ANY 12/09/23 Progress to Peter .CORRECTIONS TO THE EXISTING PANELAND OR SERVICE REQUIREMENTS. 12/14/23 Submission TO BD 4. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE ELECTRICAL WORKAND SHALL OBTAIN ALL INSPECTIONS NEEDED FOR A FINAL ACCEPTANCE AND THE CERTIFICATE OF OCCUPANCY. 5/.ALL IT CABLING AND FINISH PLATES WILL uP BE INSTALLED BY OWNERS TECH.INFORM OWNER TO BRING HIM TO THE SITE WHEN APPROPRIATE. .7. PRIOR TO START OF WORK AND BID, Drawings B specifications as Instruments of professional service are,and shall remain,the property of VINCENT BENIC REVIEW ALL ELECTRICAL PLANS WITH THE ARCHITECr. No reproduction,In whole or In part,shall be made OWNER,EXPLAIN LOCATION OF OUTLETS without the written authorization of VINCENT BENIC ARCHITECT LIGHTS ETC.AND CONFIRM THE SCOPE. This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties 8.SEE DEMOLITION DRAWINGS FOR for any other construction without the written consent of Ir—� REMOVAL OF WIRING AND WALLS ARE BEING VINCENT BENIC ARCHITECT. BATHROOM ° �U� REMOVED AND INTERCONNECTING NEW WIRING TO EXISTING OUTLETS,LIGHTS,ETC Q ICL � ov CIC 5? KITCHEN t? BEDROOM BEDROOM CL �A Q REF SD/CM ® 101_1^ SD/CM ? DN O, Q D1M1 ------ r ------ �o FPORCH KITCHEN / TTILET D�NOING Q O 150 CFM' ,, I exhaust fan DINING conned to vnew wall ext. ENCLOSED ; N I exhaust PORCH/SUN _(� ENCLOSED 0 0P ROOi� NCI PORCH LIVING RM g¢ IE r C� rTVr LIVING ROOM '' VSA 1 378.2 Drawn. WM (#T Chea ad:VB °074883 s KEY: LEVITON DECORA DUPLEX RECEPTACLE.15 ® Vend Benic AIA, AMP'20 AMP IN KITCHEN AND GFIC AS PER NYS#014883 CODE Projects 1ST FLOOR PLAN �; CABLE CONNECT TO ROUTER. 65795 North Rd. 1 0 1 2 3 4 5 6 7 8 910 FT LIGHT FIXTURE;OWNER TO PROVIDE THE Greenport Residence SCALE: FIXTURE Drawing retie LEVITON.DECORA3 WAY LIGHT SWITCH ELECTRICAL LEVITON.DECORA SINGLE POLE LIGHT 1 st FLOOR PLAN SWITCH SD/CM INTERCONNECTED SMOKE/CARBON Drawing Number O MONOXIDE DETECTOR E-101 ` TYR ELECTRIC NOTES (ALL SHEETS) 1.ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, LATEST EDITION,NEW YORK STATE CODE, AND LOCAL JURISDICTIONS REQUIREMENTS. VINCENT GENIC ARCHITECT 2. CONTRACTOR SHALL COORDINATE ALL PO Box 92,Southold NY 11971 WORK WITH OTHER TRADES AND PROCEED www.vbamh.com AS NEEDED AS NOT TO IMPEDE THE PROGRESS OF WORK. Issued/Revision 3. ELECTRICAL CONTRACTOR,PRIOR TO THE BID,EXAMINE EXISTING SERVICE,PANEL 12109/23 Progress to Peter AND PROVIDE LATINATE PRICE BID ANY 12/14/23 Submission TO BD CORRECTIONS TO THE EXISTING PANEL AND OR SERVICE REQUIREMENTS. 4. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE ELECTRICAL WORK AND SHALL OBTAIN ALL INSPECTIONS NEEDED FOR A FINAL ACCEPTANCE AND THE CERTIFICATE OF OCCUPANCY. 5/.ALL IT CABLING AND FINISH PLATES WILL BE INSTALLED BY OWNERS TECH.INFORM DN OWNER TO BRING HIM TO THE SITE WHEN APPROPRIATE. Drawings®specifications as instruments of professlonol service are,and shall remain,the property of VINCENT GENIC 7. PRIOR TO START OF WORK AND BID, ARCHITECT. No reproduction,In whole or In part,shall be made REVIEW ALL ELECTRICAL PLANS WITH THE without the written authorization of VINCENT GENIC ARCHITECT: OWNER,EXPLAIN LOCATION OF OUTLETS This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties LIGHTS ETC.AND CONFIRM THE SCOPE. for any other construction without the written consent of VINCENT GENIC ARCHITECT. CL TOILET Q Q SD/CM BEDROOM 36 n SD/CM —► CL TOILE x CL - -- ----------- SD/CM -erua Qo Q BEDROOM SD Ivy = Q Y (-i 7 ewe O ROOF O. i- -61EDROOM - ® D/CM LM- - �" O. ROOF re , � . Q - r---n r---n BEDROOM aye BEDROOM TUDY ___J STUDY ---� Dfe =^€ WN 1 IE - �e 04883 .� + �TFOf NEW KEY: 1 2ND FLOOR PLAN LEVITON DECORA DUPLEX RECEPTACLE.15 NYS#0 4c AIA 0 1 2 3 4 5 6 7 8 9 10 FT AMP'20 AMP IN KITCHEN AND GFIC AS PER CODE Project SCALE: 65795 North Rd. -c V. CABLE CONNECT TO ROUTER. 0 LIGHT FIXTURE;OWNER TO PROVIDE THE Greenport Residence FIXTURE Drawing Title LEVITON.DECORA3 WAY LIGHT SWITCH ELECTRICAL LEVITON.DECORA SINGLE POLE LIGHT 2nd FLOOR PLAN SWITCH SD/CM INTERCONNECTED Drawing Number O MONOXIDE DETECTOR CARBON E-102 502.g22- D E FEB L=i SYMBOL KEY/LEGEND EXISTING CONDITIONS GENERAL NOTES WOOD FRAMING NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) NEW COLUMN GRID LINE -SECTION NUMBER 1. DIMENSIONS AND ELEVATIONS OF EXISTING CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED ON LIMITED 1. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT ALLOWABLE AVAILABLE INFORMATION CONTAINED IN EITHER VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS OR FIELD STRESS REQUIREMENTS OF ALL MATERIAL SHALL BE IN ACCORDANCE WITH THE REFERENCE DESIGN VALUE PER THE SURVEY. ACTUAL FIELD CONDITIONS NEED TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE START OF WORK. CURRENT ADOPTION OF THE NATIONAL DESIGN SPECIFICATION OF WOOD CONSTRUCTION (NDS) (TABLE 4A) FOR THE VINCENT BENIC ARCHITECT EXISTING COLUMN GRID LINE SECTION SHEET LOCATION 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BY ACTUAL MEASUREMENT PRIOR TO MATERIAL SPECIFIED HEREIN. BEGINNING WORK, AND WHEN FEASIBLE, PRIOR TO SHOP DRAWING SUBMITTALS. ANY AND ALL DISCREPANCIES SHALL BE 2. ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING: PO Box 92, Southold NY 11971 INDICATES SPAN OF METAL DECK. DROP-IN FRAME FOR BROUGHT TO THE ATTENTION OF THE ARCHITECT. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A. NO. 2 GRADE SOUTHERN YELLOW PINE (SYP) www.vbarch.com L� DECK SPANS PERPENDICULAR TO -NT OPENING IN ROOF COORDINATE SAID DISCREPANCIES WITH ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. B. NO. 2 GRADE SPRUCE-PINE-FIR (SPF) Issued/ Revision FRAMING UNLESS OTHERWISE NOTED. CONSTRUCTION 3. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH THE PROJECT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL UNFORESEEN AND "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE ABBREVIATIONS DEVIATING CONDITIONS INCLUDING, BUT NOT LIMITED TO: SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN, DAMAGE OR 3. ALL JOIST, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE,,,SOUTHERN PINE. PROVIDE FULL- DEPTH (OR METAL) 12/06/23 Progress to Peter DETERIORATION TO MATERIALS AND COMPONENTS AND CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. BRIDGING AT MID-SPAN AND AT A MAXIMUM SPACING OF 8'-0" ON-CENTER IN BETWEEN. (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL EXISTING BUILDING 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED 12/09/23 Progress to Peter ADJ. ADJUSTMENT E.W. EACH WAY O.C. ON-CENTER CONSTRUCTION AND/OR ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DESIGN OF TEMPORARY SHORING AND IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) SPECIFICATIONS. WHERE POSSIBLE, ALL 12/14/23 Submission TO BD ALT. ALTERNATIVE EXP. EXPANSION R PLATE BRACING SHALL BE PERFORMED AND OVERSEEN BY A LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR. CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL ATTACH. ATTACHMENT E.J. EXPANSION JOINT PSF POUNDS PER SQUARE FOOT 5. WHERE NEW CONSTRUCTION IS REQUIRED TO SUPPORT THE EXISTING FRAMING AND/OR CONSTRUCTION THE CONTRACTOR BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN BOTT. BOTTOM EXT. EXTENSION PSI POUNDS PER SQUARE INCH IS TO ENSURE ALL EXISTING FRAMING IS SHORED AND BRACED PRIOR TO INSTALLATION OF THE NEW STRUCTURAL SOLUTION (PER AWPA STANDARD M4). BLDG. BUILDING FIN. FINISH R.A. ROOF DRAIN SUPPORT SYSTEM. 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD-BEARING APPLICATIONS. THE LENGTH OF BM. BEAM FT. FOOT/FEET REINF. REINFORCING SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE CANT. CANTILEVER FTG. FOOTING REQ'D REQUIRED CAST-IN-PLACE CONCRETE GENERAL NOTES DIMENSION. i CENTERLINE H HANGER S.C. SLIP CONNECTION 6. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED CLR. CLEAR N.P. HIGH POINT S.O.G. SLAB-ON-GRADE (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING SHALL APPLY) LOADS FROM FRAMING ABOVE. CA; C.A. COLUMN ABOVE HOR.; HORIZ. HORIZONTAL SPL. SPLICE 1. CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE ACI 318 CB; C.B. COLUMN BELOW HSB; H.S.B. HIGH STRENGTH BOLT SP. SPACING 7. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD COL. COLUMN IN. INCH, INCHES SQ. SQUARE (LATEST EDITION). DECK UNLESS OTHERWISE INDICATED. CONC. CONCRETE JT. JOINT SYM. SYMMETRY 2. UNLESS OTHERWISE INDICATED ON DRAWINGS CAST-IN-PLACE CONCRETE SHALL DEVELOP A STRENGTH OF 3,000 8. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A36 SPECIFICATIONS AND BE 1/4" THICK UNLESS Drawings h specifications as instruments C professional service CONN. CONNECTION LBS. POUNDS T & B TOP AND BOTTOM are, and shall remain, the property of VINCENT BENIC CONT. CONTINUOUS LLS; L.L.H. LONG LEG HORIZONTAL TH& THICKNESS PSI (FOUNDATION WALLS, RETAINING WALLS AND FOOTINGS); 4,000 PSI (SLAB-ON-GRADE, EXTERIOR SLABS AND OTHERWISE INDICATED. BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A307 AND BE 3/4" DIAMETER UNLESS ARCHITECT. No reproduction, in whole or in part, shall be made DIA.; DIAMETER LLV; L.L.V. LONG LEG VERTICAL T.O.J. TOP IC JOIST CURBS) AT 28 DAYS. OTHERWISE INDICATED. PROVIDE WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. without the written authorization of VINCENT BENIC ARCHITECT. 16 LARGER THAN THE BOLT DIAMETER. This document is intended solely for the construction of the 9. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1 DWG. DRAWING L.P. LOW POINT T.O.S. TOP OF STEEL 3. REINFORCEMENT SHALL BE DEFORMED BARS ASTM DESIGNATION A-615, GRADE 60. / project named herein and shall not be used by any other parties EA. EACH LOC'N S LOCATIONS TYP. TYPICAL BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. for any other construction without the written consent of ( ) ( ) 4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST A.C.I. SPECIFICATION. VINCENT BENIC ARCHITECT. E.F. EACH FACE MAX. MAXIMUM U.O.N. UNLESS OTHERWISE NOTED 10. PREFABRICATED "MICRO-LAM" LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED BY "WEYERHAEUSER" (OR EL.; ELEV. ELEVATION MID. MIDDLE VERT, VERTICAL 5. TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO DEVELOP FULL STRENGTH IN CONCRETE WALLS APPROVED EQUAL). MICRO-LAM MATERIAL SHALL BE A MINIMUM 2.OE. SOUTHERN PINE. DO NOT CUT OR NOTCH E.O.D. EDGE OF DECK MIN. MINIMUM W.W.F. WELDED WIRE FABRIC AND SLABS. MICRO-LAM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. E.O.S. EDGE OF SLAB NO. NUMBER 6. PROVIDE ADEQUATE TIES FOR REINFORCEMENT IN SLABS, BEAMS, PIERS AND WALLS. REINFORCEMENT TO BE HELD 11. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE EQ. EQUALLY N.T.S. NOT TO SCALE AT CORRECT DISTANCE FROM FORMS AND EARTH BY STEEL CHAIRS OR TIES. AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099, OR APPROVED EQUAL. INSTALL ALL 7. FOLLOW C.R.S.I. RULES FOR PLACING OF REINFORCING STEEL AND ACCESSORIES. ACCESSORIES PER TT//E MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, DE A) AND BE GALVANIZED (COATING G60). HOLES AND NOTCHES DRILLED OR CUT INTO WOOD GENERAL INFORMATION 8. NO CONCRETE SHALL BE CAST UNTIL THE PRELIMINARY TESTS REQUIRED HAVE BEEN MADE, REPORTS THEREOF FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE REQUIREMENTS. ALL PLATES, (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) FILED WITH THE ENGINEER, AND APPROVED. THE CONTROLLED CONCRETE TO BE USED SHALL CONFORM TO THE ANCHORS, NAIL%LIBMTST NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. APPROVED DESIGN MIX OBTAINED AS A RESULT OF THE PRELIMINARY TESTS. THE USE OF ANY ADDITIVES NOT 12. ALL HEADERS AND BEAMS TO HAVE MINIMUM (3) 2x6 JACK STUDS AT EACH END, UNLESS OTHERWISE NOTED. 1. "LOADS" INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF THE BUILDING PRESENT IN THE PRELIMINARY TEST MIX IS PROHIBITED. SUPERSTRUCTURE. 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS 9. CONCRETE SPECIFICATIONS. TEST CYLINDERS WILL BE TAKEN FROM THE CONCRETE PLACED EACH DAY IN ACCORDANCE WITH SCHEDULE OF REQUIRED STRESS VALUES.i.e. CURTAINWALL, FIRESTAIRS, COLD-FORMED METAL FRAMING, ARCHITECTURAL PRECAST CONCRETE, METAL PANELS, ETC. ARE TO BE DETERMINED BY A VISUALLY GRADED (@ 100% STRESS RATING) THIRD PARTY ENGINEER CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE WITH CODE 10. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI AND SHALL CONFORM TO ASTM REQUIREMENTS OF THE GOVERNING JURISDICTION. THE SPECIALTY STRUCTURAL ENGINEER IS RESPONSIBLE FOR ALL A-185 AND A-497. REQUIRED VALUES, IN PSI CONNECTIONS OF THESE SYSTEMS TO THE SUPERSTRUCTURE, INCLUDING, BUT NOT LIMITED TO, ENGINEERING, DETAILING, 11. MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST CROSS WIRES OF EACH SHEET IS NOT WOOD FRAMING TYPES Fb Ft FV Fc 1 Fc E AND INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE IS REQUIRED AS DETERMINED BY THE E.O.R. TO REINFORCE LESS THAN THE SPACING OF THE CROSS WIRES PLUS TWO INCHES, UNLESS OTHERWISE SHOWN ON THE FOR HIGH CONCENTRATED FORCES APPLIED BY THE SPECIALTY SYSTEM CONNECTION, THE REINFORCEMENT AND COST DOUGLAS FIR LARCH SHALL BE BORNE BY THE SPECIALTY SUBCONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY DRAWINGS. CONNECTION. 12. THIS CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED II4STALL ALL BUILT-IN WORK, 2x2 THRU 412 1,200 800 180 625 1,550 1,800,000 3. ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT AS 'SLEEVES, INSERTS, ETC., AS REQUIRED FOR A COMPLETE JOB. REQUIRED TO SATISFY THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE 13. STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. CONSTRUCTION JOINTS SOUTHERN PINE REQUIREMENTS FOR QUANTITY AND LOCATION WHERE THE "TYPICAL" DETAILS APPLY. SUCH AS A DAY'S POUR JOINTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, MAIN REINFORCING TO 4. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES (i.e. ARCHITECTURAL, RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. 2x THRU 4x; 4 WIDE 1,500 $25 175 565 1,650 1,600,000 MECHANICAL, ELECTRICAL, PLUMBING, ETC.) TOGETHER WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOT 2x THRU 4x; 5-6 WIDE 1,250 725 175 565 1,600 1,600,000 RELIEVE THEM OF THE RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS INDICATED BY 14. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON THE DRAWINGS, WITHOUT THE 2x THRU 4x; 8 WIDE 1,200 650 175 565 1,550 1,600,000 THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL TRADE CONTRACTORS AND SUBCONTRACTORS APPROVAL OF THE ENGINEER. 2x THRU 4x; 10 WIDE 1 1,050 575 175 565 1,500 1,600,000 ARE PROHIBITED FROM EXCLUDING STRUCTURAL WORK FROM THEIR CONTRACT NOT SHOWN IN THE STRUCTURAL DRAWINGS. 15. LOCATION OF CUTOFF POINTS FOR CONCRETE BEAM REINFORCEMENT SHALL BE AS SHOWN ON TYPICAL DETAILS. 5. THE STRUCTURAL DRAWINGS„FOR THIS PROJECT ARE NOT ISSUED FOR BID OR CONSTRUCTION UNLESS THE INDIVIDUAL 16. PROVIDE 100% CONTINUITY OVER SUPPORTS FOR CONTINUOUS SLABS AND BEAMS. SHEETS ARE IDENTIFIED AS ISSUED FOR BID OR ISSUED FOR CONSTRUCTION. 6. THESE DRAWINGS DO NOT INCLUDE INFORMATION PERTAINING TO WEATHERPROOFING OR DRAINAGE OF STORM WATER, 17. PROVIDE TWO #5 BARS AT REENTRANT CORNERS AND AROUND OPENINGS IN ANY CONCRETE WALL, BEAM, SLAB, 2,600 1,555 285 750 2,510 1,900,000 SUBSURFACE WATER, INTERIOR SURFACES, OR ANY OTHER AREAS THAT MAY BE IN CONTACT WITH WATER OR FLUIDS OF GRADE BEAM OR MASONRY BEARING WALL. ANY KIND. ALL TREATMENTS OF SURFACES INCLUDING PITCH, SLOPE, FINISHES, WATERPROOFING, ETC. AND CONVEYANCE 18. PROVIDE POCKETS IN WALLS FOR COLUMNS, BEAMS AND SLABS. OF ANY FLUIDS AWAY SLABS, BALCONIES, PITS,OM THE ST IRS ROOFS,WALLS,URE IS NNDICATED AND MEMBERS DEPICE IN TED TED ONE HOENTRACT PLANS, SECTIIONS, AND RDETAIRLSLARE 19. MINIMUM BEARING ON WALL OR BEAMS 4" FOR SLABS, 8" FOR BEAMS (UON). STUD CUTTING & NOTCHING NOTES SHOWN FOR THE SOLE PURPOSE OF COMMUNICATING STRUCTURAL INFORMATION AND MAY NOT BE ACCURATE REGARDING 20. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR MATERIAL. SEE ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED OR SHOWN ON PLAN THE FOLLOWING NOTES SHALL APPLY THE INTENT OF HOW FLUIDS FLOW AROUND AND AWAY FROM THE STRUCTURE. ANY INFORMATION SHOWN ON THE 21. IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2" x 4" KEY AND 48 BAR DIAMETER LAP (16" MIN) OF ( ) STRUCTURAL DRAWINGS RELATED TO SYSTEMS THAT CONTROL FLUID FLOW AGAINST THE STRUCTURAL ELEMENTS IS 1. WALL FRAMING STUDS SHALL BE PLACED WITH THE WIDE DIMENSION PERPENDICULAR TO THE THE WALL. DIAGRAMMATIC AND MUST BE CONFIRMED WITH THE FULL REQUIREMENTS OF THE BUILDING CODE AND THE CONTRACT REINFORCING, EXCEPT FOR SLABS-ON-GRADE. VBA Proj #: seal: DOCUMENTS. 22. BACKFILL TO BE PLACED IN 6" LAYERS AND COMPACTED TO 95% OF MAXIMUM MODIFIED DENSITY. 2. NO LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. s�s.z SITE PREPARATION GENERAL NOTES 23. PROVIDE PRECAST LINTELS FOR OPENINGS OR RECESSES IN BLOCK WALLS WHERE NO SPECIFIC LINTEL IS NOTED. 3. DOUBLE TOP PLATES ARE TO HAVE A MINIMUM OF A 48" OVERLAPPING OFFSET. Drawn: LINTELS SHALL HAVE 8 MINIMUM BEARING EACH END. WHERE STRUCTURAL MEMBERS INTERFERE WITH BEARING, 4. ALL STUD WALLS ARE TO HAVE A 2x BOTTOM PLATE AND BE AS WIDE AS THE STUDS ABOVE. ST UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY PROVIDE CONNECTION TO MEMBER. Checked: ( ) 5. NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. BMo �� ter. 1. THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF 24. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN ROOF, FLOORS AND 6. BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT CO SOFT OF UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. AND/OR TESTING AGENCY. BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. �~ 2. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 6 INCH MAXIMUM LOOSE LIFTS AND COMPACT TO FOUNDATION DESIGN AND CONSTRUCTION CRITERIA 7. BORED HOLES SHALL NOT EXCEED 60 PERCENT OF THE STUD DEPTH WHERE STUDS ARE DOUBLED. A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 AND/OR ASTM D-698. 8. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. 3. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) ?os090 DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY WEIGHT PASSING A NO. 200 SIEVE (CLASSIFIED AS SC, SM, SP OR 1. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF PER THE ABSENCE OF A JOIST CUTTING & N OTC H I N G NOTES BETTER IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM) AND WITH A PLASTICITY INDEX NOT EXCEEDING GEOTECHNICAL SOILS REPORT. Jeff Kelly 6% (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) NYS# 095430-1 2. MINIMUM DEPTH PER THE SOILS REPORT REQUIRED FOR FROST PROTECTION TO BOTTOM OF FOUNDATION +4'-0"). APPLIES 1. NOTCHED IN SOLID LUMBER JOISTS RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE DEPTH OF 4. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. TO ALL PERIMETER WALL FOOTINGS, GRADE BEAMS & ISOLATED EXTERIOR COLUMN FOOTINGS/PILE CAPS. THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE Drawing Title 5. EXCAVATIONS SHALL BE KE?T DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS COMPLETE. 3. BACKFILL SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF FOUNDATION WALLS UNTIL THE FINAL ELEVATION IS ACHIEVED. LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. 65795 North Rd . 6. LOOSENED BEARING SOILS SHALL BE RECOMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT VARIATIONS SHALL NOT EXCEED 2'-0" BETWEEN BACKFILL ELEVATIONS ON EITHER SIDE WITHOUT ENGINEER'S APPROVAL. 2. NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE DEPTH OF THE OF REINFORCING BARS. 4. WHEN STEPPING WALL FOUNDATIONS THE MAXIMUM STEP SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE 7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. ELEVATIONS CHANGE. MEMBER. Greenport Residence ALL SOFTENED OR OTHERWISE UNSUITABLE BEARING MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING 5. LOCATIONS OF FOOTING STEPS SHOWN ON THE FOUNDATION PLAN ARE APPROXIMATE. THE GENERAL CONTRACTOR SHALL FIELD 3. A NOTCH OVER A SUPPORT IS PERMITTED TO EXTEND THE FULL WIDTH OF THE SUPPORT. Drawing Title FILL OR WITH LEAN CONCRETE (2000 PSI). VERIFY EXACT GRADE LOCATIONS AROUND THE BUILDING AND LOCATE ANY FOOTING STEPS ACCORDINGLY IN ORDER TO 4. NOTCHES ON CANTILEVERED PORTIONS OF THE MEMBER ARE PERMITTED TO EXTEND THE FULL LENGTH OF THE 8. THE CONTRACTOR SHALL LAYOUT THE ENTIRE BUILDING AND FIELD VERIFY ALL DIMENSIONS PRIOR TO EXCAVATION. MAINTAIN A PROPER FROST DEPTH COVER AT ALL LOCATIONS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CANTILEVER IF THE STRENGTH AND DEFLECTION OF THE CANTILEVER IS CALCULATED BASED ON THE REDUCED GENERAL NOTES MEMBER SECTION. 5. HOLES BORED OR CUT INTO SOLID LUMBER JOISTS, RAFTERS OR BEAMS SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE JOISTS, OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. Drawing Number 6. WHERE MEMBERS ARE NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH. 7. THE DIAMETER OF THE HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OF THE DEPTH OF THE MEMBER. S-001 PLYWOOD & GYPSUM SHEATHING NOTES FASTENING SCHEDULE PER 2018 IRC FOR WOOD CONSTRUCTION (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING CODE REQUIRED FASTENING SHALL APPLY) 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS. DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER NUMBER AND LOCATION 2. ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOMINAL) TYPE CDX. EXP. APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL Y BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING JOIST TO SILL OR GIRDER, TOE—NAIL 3-81) — VINCENT BENIC ARCHITECT WITH 8d COMMON NAILS AT 6" ON—CENTER AT SUPPORTED PANEL EDGES AND 12" ON—CENTER AT INTERMEDIATE SUPPORTS. 1"x 6" SUB—FLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8D — PO Box 92, Southold NY 11971 3. ALL FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) APA RATED STURD—I—FLOOR EXP. I. WITH TONGUE AND GROOVE EDGE. UNLESS 2-3" 14 GAGE STAPLES — www.vbarch.com OTHERWISE. NOTED CONNECT FLOOR SHEATHING WITH 1 O COMMON NAILS SPACED 6" ON—CENTER AT SUPPORTED EDGES AND 12" 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16D ON—CENTER AT INTERMEDIATE SUPPORTS. FIELD—GLUE USING ADHESIVES MEETING APA SPECIFICATION AFT-01 APPLIED IN SOLE PLATE TO JOISTS OR BLOCKING, FACE NAIL 16D 16" O.C. Issued/ Revision ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. TOP OR SOLE PLATE TO STUD, END NAIL 2-16D — • 4. ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOMINAL) TYPE CDX. EXP. APA RATED SHEATHING. UNLESS OTHERWISE INDICATED STUD TO SOLE PLATE, TOE—NAIL 3-81) OR 2-16D — • 12/06/23 Progress to Peter CONNECT 'WALL SHEATHING WITH 10d COMMON NAILS SPACED 6" ON—CENTER AT SUPPORTED PANEL EDGES AND 12" ON—CENTER DOUBLE STUDS, FACE NAIL 10D 24" O.C. • 12/09/23 Progress to Peter AT INTERMEDIATE SUPPORTS. DOUBLE TOP PLATES, FACE NAIL 10D 24" O.C. • 12/14/23 Submission TO BD 5. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16D 16" O.C. OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE DOUBLE TOP PLATES, MINIMUM 24" OFFSET OF END JOIST, 8-16D - • RECOMMENDED BY THE SHEATHING MANUFACTURER. FACE NAIL IN LAPPED AREA 6. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS STRICTLY PROHIBITED. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE-NAIL 3-8D - 7. PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES FOR ALL FLOORS. ROOFS AND WALLS. RIM JOIST TO TOP PLATE, TOE-NAIL 8D 6" O.C. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-16D - BUILT-UP HEADER, TWO PIECES w/ 1/2" SPACER 16D 16" ALONG EACH EDGE DESIGN INFORMATION CONTINUED HEADER, TWO PIECES 16D 16" ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE—NAIL 3-8D — • Drawings &specifications as instruments of professional service are, and shall remain, the property of VINCENT BENIC 2020 RESIDENTIAL CODE CONTINUOUS HEADER TO STUD, TOE-NAIL 4-8D — ARCHITECT. No reproduction, in whole or in part, shall be made CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10D — • without the written authorization of VINCENT BENIC ARCHITECT. OF NEW YORK STATE CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-10D — This document is intended solely for the construction of the project named herein and shall not be used by any other parties RAFTER TO PLATE, TOE—NAIL 2-16D — for any other construction without the written consent of SEISMIC DESIGN DATA 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-81) / 2-3" 14 GAGE STAPLES — VINCENT BENIC ARCHITECT. SEISMIC DESIGN (PER 2020 RCNYS) 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL 2-81) / 2-3" 14 GAGE STAPLES — 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8D / 3-3" 14 GAGE STAPLES — • IBC OCCUPANCY CATEGORY = II WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8D / 4-3" 14 GAGE STAPLES — • SEISMIC IMPORTANCE FACTOR (IE) = 1.00 BUILT—UP CORNER STUDS 10D 24" O.C. • ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE BUILT—UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS 20D NAIL EACH LAYER AS FOLLOWS: ASSUMED IN ABSENCE OF A GEOTECH SOILS REPORT 32" O.C. AT TOP AND BOTTOM AND STAGGERED • SITE CLASS = D ( ) TWO NAILS AT ENDS AND AT EACH SPLICE • PLAN STRUCTURAL IRREGULARITIES = NO 2" PLANKS 2-16D AT EACH BEARING • VERTICAL STRUCTURAL IRREGULARITIES = NO ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: • TYPE 0= LATERAL SYSTEM: TOE—NAIL 3-10D — EXISTING BEARING / SHEARWALL CONSTRUCTION. FACE NAIL 3-16D — • 0.2 SPECTRAL RESPONSE ACCELERATION (Ss) = 0.182 RAFTERS TIES TO RAFTERS, FACE 3-8D — • 1.0 SPECTRAL RESPONSE ACCELERATION (Si) = 0.051 • DAMPED DESIGN SPECTRAL RESPONSE (SDs) = 0.194 SPACING OF FASTENERS ACCELERATION (SHORT PERIOD) DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) • DAMPED DESIGN SPECTRAL RESPONSE (SD1) = 0.081 WOOD STRUCTURAL PANELS, SUB—FLOOR, ROOF AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING ACCELERATION (1—second PERIOD) • SEISMIC DESIGN CATEGORY = B 5/16" — 1/2" 6D COMMON NAIL SUB—FLOOR, WALL) 6 12 8D COMMON NAIL ROOF) WIND LOAD 19/32" — 1" 8D COMMON NAIL 6 12 WIND DESIGN (PER 2020 RCNYS) 1 1/8" — 1 1/4" 10D COMMON NAIL OR 8D DEFORMED NAIL 6 12 OTHER WALL SHEATHING • BASIC DESIGN WIND SPEED (Vul_T) = 128 MPH 1/2" REGULAR CELLULOSIC FIBERBOARD SHEATHING 1-1/2" GALVANIZED ROOFING NAIL, 6D COMMON3 6 • ALLOWA31LE STRESS DESIGN WIND SPEED (VASD) = 99 MPH NAIL, STAPLE 16 GA. 3" LONG • EXPOSURE CATEGORY = B 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1-3/4" GALVANIZED ROOFING NAIL, 8D COMMON3 6 • GUST EFFECTIVE FACTOR (G) = 0.85NAIL, STAPLE 16 GA. 3" LONG • INTERNAL PRESSURE COEFFICIENT (GCpi) = f0.18 25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1-3/4" GALVANIZED ROOFING NAIL, 8D COMMON3 6 NAIL, STAPLE 16 GA. 3 LONG SNOW LOAD 1/2" GYPSUM SHEATHING NAIL/1-3/4" GALVANIZED GALV©NIZ�DFI3G NAIL, 6D COMMON4 8 SNOW DESIGN (PER 2020 RCNYS) 1 1/4" SCREWS TYPE W OR S 5/8" GYPSUM SHEATHING 1-3/4" GALVANIZED ROOFING NAIL, 8D COMMON4 8 NAIL, STAPLE GALVANIZED, 1 5/8" LONG, VBA Proj #: seal: • GROUND SNOW LOAD (Pc) = 25 PSF 1 5/8" SCREWS TYPE W OR S 378.2 • FLAT ROOF SNOW LOAD (PF) = 20 PSF WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING Drawn: • SNOW EXPOSURE FACTOR (CE) = 1.0 3/4" AND LESS 8D DEFORMED NAIL OR 6D COMMON NAIL 6 12 ST SNOW IMPORTANCE FACTOR Is 1.00 �° ( ) = 7/8 — 1 8D COMMON NAIL OR 8D DEFORMED NAIL 6 12 Checked: ✓ BM SNOW THERMAL FACTOR (Ct) = 1.0 1 1/8" — 1 1/4" 10D COMMON NAIL OR 8D DEFORMED NAIL 6 12 DESIGN DEAD LOADS (INCLUDES SLAB/FLOOR/ROOF CONSTRUCTION SELF—WEIGHTS) :�jC j\lam 3 PSF — PLYWOOD SHEATHING ESSIG�''� 7 PSF — ROOFING OR FLOOR COVERING 2 PSF — CEILING Jeff Kelly 5 PSF — MISCELLANEOUS NYS# 095430-1 17 PSF - TOTAL Drawing Title 65795 North Rd . DESIGN LIVE LOADS Residence DESIGN LIVE LOADS (PER 2020 RCNYS) Greenpoft Drawing Title OCCUPANCY OR USE PSF RESIDENTIAL GENERAL NOTES COMMON LIVING AREAS 40 BEDROOMS 30 ACCESSIBLE ATTIC SPACES 20 Drawing Number s-002 — j/ - — � /r-,j j- FOUNDATION PLAN SCALE: 1/4" = V-01' EXISTING FOOTING 1. TOP OF FIRST FLOOR FRAMING ELEVATION AT +0'-0" (DATUM) UNLESS OTHERWISE NOTED. CONTRACTOR TO COORDINATE WITH EXISTING CONDITIONS IN THE FIELD. CONTRACTORSHALLCOORDINATE ALL ELEVATIONS WITH THE ARCHITECTURAL //' VINCENT GENIC ARCHITECT DRAWINGS. 2. ALL ELEVATIONS SHOWN THUS +X —X ARE TO THE TOP OF FOOTING AND OR PIER ABOVE OR BELOW THE DATUM Po Box 92, Southold NY 11971 ELEVATION. (- > / www.vbarch.com 3. TYPICAL SLAB—ON—GRADE CONSTRUCTION: 5 THICK SLAB—ON—GRADE [f c=4,000 PSI ® 28 DAYS NORMAL WEIGHT CONCRETE 150 PCF REINFORCED w 6x6—W4xW4 INSTALLED 1/3 OF SLAB DEPTH FROM TOP OF SLAB] ABOVE VAPOR Issued/ Revision BARRIER AND A MINIMUM 12 THICK POROUS FILL SUB—BASE COMPACTED PER THE RECOMMENDATIONS OF THE NEW FOOTING GEOTECHNICAL SOILS REPORT. VAPOR BARRIER SPECIFICATIONS PER THE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. ALL SLABS—ON—GRADE SHALL CONFORM TO ACI 302.113-15. REFER TO 033000 CAST—IN—PLACE 12/06/23 Progress to Peter CONCRETE SPECIFICATION FOR ADDITIONAL INFORMATION_ '• —;T/f — — / / % // /, // //. / // /// /// /// / /j// //// ;//, ' 1 12/09/23 Progress to Peter 4. CONSTRUCTION CONTROL JOINT SPACING IN ALL TYPICAL SLAB—ON—GRADE SHALL NOT EXCEED 12'-0" IN ANY DIRECTION. g LAYOUT SHOWN ON PLAN IS DIAGRAMMATIC AND A FINAL JOINT LAYOUT PLAN SHALL BE COORDINATED WITH THE ARCHITECT. 12/14/23 Submission TO BD 5. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS AND/OR REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT ENGINEER OF ANY ( / , , // i, ' // / / / :.41':S:'.v.:..::i•\'.' :'. i 5 '..Tib.•. DIMENSIONAL DISCREPANCIES. ;;'i''';/ EXISTING FOUNDATION 41 PLAN Draw in s &s ecifications as instruments of professional service 1•// / �'j// %/// j//� / . /// / � i// // ;; / !//! /i // / , /i are, and shall remain, the property of VINCENT BENIC ARCHITECT. No reproduction, in whole or in part, shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document is intended solely for the construction of the / j' !j//, %//// /'/j% //j/ , //// ///j ///j ,j/// //// ///j //%' j/, •' ///�% //j/ ;, j' /j%L project named herein and shall not be used by any other parties for an other construction without the written consent of VINCENT GENIC ARCHITECT. GENERAL NOTE: PRIOR TO REMOVAL OF ANY EXISTING STRUCTURAL FRAMING AND/OR PARTITION WALLS, THE CONTRACTOR SHALL EXPOSE ALL FRAMING (WALL, CEILING, ROOF, ETC.) FOR INSPECTION BY THE STRUCTURAL ENGINEER. NO DEMOLITION SHALL TAKE PLACE WITHOUT WRITTEN OR GRAPHIC REPRESENTATION OF WORK. EXISTING ROOF PLAN FOUNDATION WALL SCALE: 1/4" = 1,-0" 1. ROOF CONSTRUCTION: 5/8" NOMINAL TONGUE—GROOVE APA RATED EXPOSURE 1 PLYWOOD SHEATHING. COORDINATE WITH IRC FASTENING REQUIREMENTS FOR ATTACHING TO 2x FRAMING. 2. ATTACH ROOF JOIST LEDGER TO EXISTING WALL STUD FRAMING PER SECTION. 3. PROVIDE 2x6© 16" O.0 w 1/2" INTERIOR GYP. BD AND 3/4" SHEETING ON THE OUTSIDE TO / //' / • // //' /// / // / /// , //;; ' // //' ENCLOSE THE NEW CONSTRUCTED AREA. 4. PROVIDE JOIST HANGERS AT ALL JOIST TO LEDGER CONNECTIONS. j j/ NEW TYP. WALL VBA Proj #: Seal: (2)2x10 WOOD BEAM 378.2 Drawn: STChecked: Z ZZ /H DER AT NEVV LOAD=BEAR . G BM ��EY OPENING,,;� E TYPICAL/DETAIL. � 3. EXISTING SECOND FLOOR /i/ / i / / / // � h,�1 � : �;•r PLAN o S-300 n d: '`F r 95433' (2) �0' WOOD -$ IJ�AT CEaLIN6tiEVEL. Jeff Kelly / NYS# 09 30-1 54 //�/ /j. j// !/! , /ji,i ' //// 'j/ /!/ % ;//, o Drawing Title (2)2x6;,WOOD POST;UNDER BEAM/,TO /!. BEAR '01�/BEAM BELOW AT CEILING%tEVEL. ;j 65795 North Rd . Green ort Residence 2x12,: LEDGER "T�/EXISTING/RIM( JOIST. Drawing Title FOUNDATION & j/ /j % i/%� /�;j/ ii/� %�i ; :Vii;; �i / '/i �i i/ /j /i /i' ' /i' ' // ROOF FLOOR PLANS 0 3 S-300 Drawing Number ' S- 100 TIT 26 WALL FRAMING w/ 3/4' SHEATHING ON THE OUTSIDE & 1/2" INTERIOR GYP. BD. SLAB-ON-GRADE; SEE PLAN / / P.T. 2x SILL PLATE w 1/2"0 NOTES FOR CONSTRUCTION ANCHORS @ 48 O.C. MAX. VINCENT BENIC ARCHITECT PO Box 92, Southold NY 11971 x—x—X—X—,XX PROVIDE JOIST '%; % www.vbarch.com X.IHANGERS AT ALL PROVIDE LUS210 FACE-MOUNT JOIST ' oo JOISTS (TYP) :;;;, %.i Issued/ Revision HANGERS AT ALL JOISTS (TYP) BY r' II1=1I1=1II II' SIMPSON OR ALLOWED EQUAL. %; EDGER ATTACHED TO WA / O ' — — ' " 2 LEDGER ATTACHED TO '' III III LLS STUDS w 2 12/06/23 Progress to Peter X '''%' '' 12/09/23 Progress to Peter 'SIMPSON STRONG-DRIVE SDWS 9 'MALLS STUDS w 2 / O SCREWS @ EACH STUD; FIELD 12/14/23 Submission TO BD 8" THICK CONCRETE WALL REINFORCED t'` 'SIMPSON STRONG-DRIVE SDWS VERIFY STUD LOCATIONS. WITH #5 VERT. BARS @ 24" O.C. DOWELED z SCREWS @ EACH STUD; FIELD VERIFY STUD LOCATIONS. INTO FOOTING (STAGGER BEND DIRECTIONS) ; & #5HORIZ. BARS @ 24" O.C. MAX. �i ; 2x12 LEDGER ATTACHED TO % /,; `r - ------ % %'/rLOOR RIM JOIST w/ (2) ROWS PROVIDE KEY IN FOOTING WOOD BEAM; SEE PLAN. , x r . 1 '////////"6F SIMPSON STRONG-DRIVE (3) CONT. #4 LONGITUDINAL BARS 2x10 ROOF JOISTS SDWS SCREWS @ 12" O.C. 2x10 ROOF JOISTS & : . . _ .. 2x8 CEILING JOISTS 2x6 WOOD STUD WALL 2x6 WOOD STUD WALL Drawings &specifications as instruments of professional service 2'-0" are, and shall remain, the property of VINCENT BENIC ARCHITECT. No reproduction, in whole or in part, shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document is intended solely for the construction of the TYPICAL FOUNDATION SECTION 2 TYPICAL ROOF RAFTER SECTION 3 TYPICAL I CAL R00 F RAFTER S ECTI 0 N project named herein and shall not be used by any other parties for any other construction without the written consent of 5-300 " 5-300 $-300 SCALE: 3/4 = 1'-0" SCALE: 3/4 = 1'-0" SCALE: 3/4 = 1'-0" VINCENT BENIC ARCHITECT. PLYWOOD ROOF SHEATHING HEADER SCHEDULE SEE PLAN NOTES FOR REQ'D 2x CRIPPLE DOUBLE SIZE & TYPE JAMB STUDS STUDS ABOVE TOP R ROOF RAFTERS SEE PLAN MARK SPAN SECTION SIZE HEADER AS FOR REQUIRED SIZE AND JACK FULL—HEIGHT REQUIRED. SPACING. PROVIDE BIRDS— SEE 16d NAILS AT(2) 2x8s 12" O.C. (INTO MOUTH AT END AS REQ'D. ARCH. ' DWGS. H1 SPAN w/ 1/2" THK. SINGLE SINGLE HEADER SEEU EA. HDR. PLY). PLYWOOD SCHEDULE FOR SPACERS REQ'D SIZE. ROUGH OPENING — HEADER SPAN; SEE ARCHITECTURAL DWGS. r- -------- 4'-3" < (2) 2x10's RAFTER BEARING H2 SPAN ' w/ 1/2" THK. SINGLE DOUBLE — — — — — — < 10'-0" PLYWOOD SEE ARCH. FOR SPACERS JACK STUDS - SEE ELEVATION CEILING JOISTS (IF REQ'D) HEADER SCHEDULE AT SPACING TO MATCH (2) 2x12's 26 BLOCKING AT ALTERNATE ROOF RAFTERS. H3 SPAN w/ 1/2" THK. DOUBLE DOUBLE FULL HEIGHT STUDS - SPACES BETWEEN RAFTERS. PROVIDE SIMPSON STRONG-TIE < 10 -0 PLYWOOD SEE HEADER SCHEDULE 2x WALL CONSTRUCTION HURRICANE CLIP H2.5T (OR APPROVED EQ. AT EACH RAFTER. SPACERS SEE ARCH'L DRAWINGS. ) EXTERIOR WALL SHEATHING 1 DOUBLE 2x TOP PLATE AT ELEVATION AT HEADER SEE PLAN FOR SIZE AND TOP OF WALL TO MATCH ADDITIONAL INFORMATION. SIZE OF WALL FRAMING. TYPICAL FRAMED OPENING/HEADER DETAIL TYPICAL 2x RAFTER BEARING ON STUD WALL SCALE: N.T.S. Wood_TYP05 SCALE: N.T.S. Wood_TYP01 VBA Proj #: Seal: 378.2 Drawn: ST �F NEIN Checked: BM �- �O 0g543a"� A �OFESS\O� Jeff Kelly NYS# 095430-1 Drawing Title 65795 North Rd . Greenport Residence Drawing Title SECTIONS & DETAILS Drawing Number s-300