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HomeMy WebLinkAbout52233-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52233 Date: 09/05/2025 Permission is hereby granted to: Liberatore Fam 2013 Irr Tr PO BOX 31 New Suffolk, NY 11956 To: construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 15625 New Suffolk Ave, New Suffolk, NY 11956 SCTM# 117.-6-16.5 Pursuant to application dated 07/23/2025 and approved by the Building Inspector. To expire on 09/05/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,229.25 CO-RESIDENTIAL $100.00 Total S1,329.25 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) 765-95021-�tt s:JJ nrw� .so�at'ltol ltown��, . � Date Received APPLICATIONI u V For Office Use Only PERMIT NO.��3-3 Building Inspectors, Applications and forms must be filled out in their entirety. Incomplete aetet O' applications will not be accepted. Where the Applicant is not the owner,an Building of Southold Owner's Authorization form(Page 2)shall be completed. Date:7/17/2025 OWNER(S)OF PROPERTY: Name:Lisa Liberatore SCTM#1000-117-6-16.5 Project Address: 15625 New Suffolk Ave, New Suffolk NY Phone#:914-479-2832 Email:clay@kaconstructionpartners.com Mailing Address:15625 New Suffolk Ave, New Suffolk NY CONTACT PERSON: Name:Clay Sichling Mailing Address:PO Box 223 Aquebogue NY 11931 Phone#:9144792832 Email:clay@kaconstructionpartners.com DESIGN PROFESSIONAL INFORMATION: Name: :T"t5 - Luct Nc4imcT Mailing Address: 21 t *lt4 st><eEr I LOLb Skof-It4c, V4 Phone#: Email: CONTRACTOR INFORMATION: Name:King Arthur Construction Partners (Clay Sichling) Mailing Address:PO Box 223 Aquebogue NY 11931 Phone#:9144792832 Email:clay@kaconstructionpartners.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $650K Will the lot be re-graded? ❑Yes F-4No Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property.Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes *No 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(,print amel:Clay Ich�ing ®Authorized Agent ❑Owner Signature of Applicant: �w � Date: - l ,,"S- STATE OF NEW YORK) SS: COUNTY OF ) CLAybd 314-Ll r being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor (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 1 � day of �AU 20 Z5 Notary Public BONNIE CLAIRE ZELLNER NOTARY PUBLIC,STATE OF NEW Y+O " O EIRTY OWNER AUTHORIZATION Registration No.OIZE6424367 Qualified in SutTolkCounity (W lere the applicant is not the owner) My Commission'EX ires II,, u p ' \ • l,l V� idin at �5 5 Sv4oLk Ave � S g f4lk '1\^«I do hereby authorize U` v i 1 o to apply on my behalf to the Town of outho d Building Department for approval as descri ed herein. 7 ML 14—LIOwner's Signature e Print Owner's Name 2 Id E�i�'rO E S D LISTPLO"OIFANDRAWINGS: Ci GENERAL NOTES&STANDARDS Ni SOUTHOED, NEW YORK EXISTING FLOOR PLANS Al FRONT&REAR ELEVATIONS A2 -- SIDE ELEVATIONS A3 FOUNDATION PLAN A4 PROPOSED 1ST FLOOR PLAN A5 PLAsncFE 73'3 'J!-'"E `` 21 l,0 clF PROPOSED 2ND FLOOR PLAN A6 BUILDING SECTION,PLUMBING RISER Ay 1ST FLOOR ELECTRICAL PLAN E1 2ND FLOOR ELECTRICAL PLAN E2 TOSTINAN 1ST FLOOR CEILING FRAMING PLAN Si CEILING FRAMING PLAN&ROOF PLAN Sz a STRAPPING SHEET S3 _ _ c SEALANT SHEET S4 6. (a RE TO MAIN,S)ED 0 a � Snrvc sHcv z J 'V£ D Tk PR PGseD RODF N 78 34 g 98 L RE9 RENOYE EMSTIG N000 ADECX REA E _ �` PROPOSED uA3wgx c ° °coos:, BUILDING PLAN REVIEW NOTE: O ARE OF:AT IST CORNERS AT ST �' ENISIiNE23TDRY t ,f BUILDING PLANS EXAMINER SHALL REVTEIV THE ENCLOSED DOCUMENT FOR MINIMUM a0m REAR €" F1AAlff NESTDFN'E _ t SlEERT Ep . (2 Y) b13G 3 ACCEPTPBLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN/ E" - VILLAGE AS SPECIFIED II.THE 2020 NYSRC 2020 NYSMC AND THE 202D NYSECCC LIVFL.1-EAUTv FOOM $R �T s ( THIS REVEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE THE SEAL OF AND THE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN FEM PLATE 1—T .� ,< _�—RICR ALTERATOVS ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION,ME PRO:'OS�O 2ND - l TO ST&2ND FLDOR WORK IN THE fLODR CI`) s. DOCUMENT I5: (54 EnSTICCO COVERED > ACCURATE N00:EO IN EA%Isi '=U SOBM SS10NmTM GOVERNING CODES APPLICABLE AT THE TIME OF �-•y LO_ W t E CONFORMS IN1M REASONABLE STANDARDS OF PRACTICE AND LNTH`AEA i0 THE §!( } PROPo5E0 PARKAC ,- - - K SAFEGUARDING OF LIFE,HEALTH,PROPERTY AID PUBLIC WELFARES! D OVWIW THE RESPONSIBILITY OF THE LICENSEE �- ' THE 14ECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE TH BLLuuN Al BLOCA cuRe WI 1, ',� UT CHAPTERS 12-14 OF 2020 NYSIAC&2D20 NYSRC - NOTE:ALL NEV!MECHANICAL ECUIPMENT SPECIFICATIONS SHALL BE FILED VRTH BOLDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION r CJ - ii THE FUEL Gas SYSTEM SHALL BE £D IN ACCORDANCE WTH � s CHAPTER 21 OF 2020 NTEMC&202020 NY NYSRC G " S THE PLUMBING SYSTEM SMALL BE INSTALLED N ACCORDANCE VAN CHAPTERS 35 33 OF 2020 NTSIAC&2020 NYSRC O ri1 T ELECTRICAL EQUIPMENT AND WRING SHALL BE INSTALLED IN ACCORDANCE WITH % - CHAPTERS 39 43 OF 202D NYSMC&2D20 NYSRC PLANS SUBMITTED WITH THIS APPLICATION CONFORM TO ALL THE APPLICABLE t REQUIREMENTS OF THE 2020 NYSMC,2020 NYSRC,AND 2020 NVSECCC. - u uP AS PER SECTION 301 DES IN OF IR PLANS SUBMITTED WITH THIS APPLICATION + CONFORM AND ARE DESIGNED IN ACCORDANCE VRTH THE AMERICAN FOREST AND PAPER ASSOCIATION(AF&PE)WOOD FRAME CONSTRUCTION MANUAL SITE ALIGNMENT PLAN NEW S U F F 0 LK AVENUE FOR ONE AND TWO DWELLINGS(V FCM 2018) Scale: 1" — 20'-0" -; c _ _ _ _- 3_... ]I FOR 1110 i'T3 P€RKTT d lkT-i�S SECTION:--___117 _ AEAYE ...AgS`IS50PRFE€9A'N: `•`—: LOT -165 - i r LIB ERATORE RESIDENCE -- z —� � _� 136P3 NEW SUFFOLK AVE SOUTHOLD NEW YORK INFORMATION RECEIVED FROM ADi E 9--DE LL' II'PEGT SURVEY PREPARED BY: '' f PAT T,SECCAFICO .v NA1N Olv sv NEwr xK�nw PROFESSIONAL LAND SURVEYOR,P.0 CLIMATE AND GEOGRAPHIC 4E3G-Et CI;lYER3R ^ 328A MAIN STREET _ O CENTER MORICHES,NY 631-878-0120 „ oro 30 F:3 w INP, NEI D s —RE TV YES 1 YES B ` FILE NAME:UIP-1.1-CONST:1��5 „3# ,S"PLOT CA i rT e= G, -a". w Albert J. Krupski, Jr. STORK. [WA\T]ER SUPERVISOR ]EIMUENT SOUTHOLD TOWN HALL-P.O.Box 1179u ^ ]� ]/� 53095 Main Road-SOUTHOLD,NEW YORK 11971 ^� R � �� u t/G 0 G w u Building lel)Ort ent CHAPTER 236 - 5TORMWATER MANAGEMEWUMRRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: s ictiL%VJ A F0 Date: . Ain,a� zt� soZS '4`"1(bq r11 yNQ A"4 Contact Information: , ' __► c'oNfMVI�I �4" ''�T" �' _• E n4ad&Telephone Number) mm Vu - 2 Property Address / Location of Construction Site: IsZS Newer wv� S.C.T.M. #: 1000 District 1 t'1 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT �- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Perrnit . . l 770 N Discharge to Waters of the State. No S.P.D.E.S. Permit s Re q d ❑ - Project does .t b ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Per ent Prior to Issuance of a Building Permit. a o Reviewed B Date: S FORM * SMCP-TOS December 2024 1 O LOT 4 " 0 49,838 S.F. N o O 1. 144 Ac. Ict CL CP Q I �r ST (26.6) (27.0) 9.0•„ (z<.<) N78'34'00"W 35.1' a 0 95.00' zss N LOT 3 1 1A STY BRICK PORCH I O VACANT I ° FRAME& BRICK (ROOF OVER)DWEIN I O I FFL=27.6 8.0 O 32.201 1a N 3o.9, N LAND N/F OF 2 ° c `` OUINTIERI (BRICK 23.PORc� 56 ..OVER 0' O (14.7) (5.0) SEPTIC IN REAR "t EXACT LOC. UNKNOWN L N/ 3 WELL 0 I C4 00 60f IN CELLAR f 4 l WELL. 368. 14' V NYTj116 NYT�I 7 1I7. 1, p 19.45 20.57 22.33 23.67 25.30 27.21 N E E`N U E SINGLE 17AMILYRESIDENCE si,mi 6vater supply t5etliHes it M loatlon have been APR 0 3 1998 FOR OF :.r,. ..i:Fed l y ttris p ea ana fuaca A!o mot^ CERTIFIED TO � � SURF � OF ANGELO & ROSARIA L7� AT0#E"" 4 MAP OF KOUROS ACRES EASEMENTS ,AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SITUATE AT ARE NOT GUARANTEED UNLESS PHYSICALLY LVDENT ON THE PREEMSES AT NEW SUFFOLK THE TIME OF THE SURVEY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR TOWN OF SOUTHOLD WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM- PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, SUFFOLK COUNTY, NEW YORK AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SCALE I" = 5O' JULY 28, 1997 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE— FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND S C.T.M. DIST. 1000 SEC. 1 17 8LK. 6 LOT 16.5 ANY OTHER CONSTRUCTION. JOB NO. F792 MAP NO. 6692 � cf A c Ll V 1r�1 FILED 6120178 i LIST OF DRAWINGS: e-Ters PLOT PLAN C1 1 w w -NY 0 GENERAL NOTES & STANDARDS f l Ni N1 311 l EXISTING FLOOR PLANS Al FRONT & REAR ELEVATIONS A2 SIDE ELEVATIONS A3 FOUNDATION PLAN A4 PROPOSED 1ST FLOOR PLAN A5 6' PLASTIC FE. S 78°34'00" E FD. 245. 00' 6' C.L.F. PROPOSED 2ND FLOOR PLAN A6 FD. FE. END ON P.L. BUILDING SECTION, PLUMBING RISER A7 MON. 1ST FLOOR ELECTRICAL PLAN E1 o 2ND FLOOR ELECTRICAL PLAN E2 EXISTING SHED TO REMAIN, (8.3'x14.2') � 0 1ST FLOOR CEILING FRAMING PLAN Si CEILING FRAMING PLAN & ROOF PLAN S2 STRAPPING SHEET S3 °a OEI °a OE] O SEALANT SHEET S4 O PROPOS POOL on PATIO AND EPPING _t STONES I LAWN ®O ° EXISTING SHED (_0O I TO REMAIN, ® (8.2'x12.3') (� PROPOSED 2 x40 IN EXISTING SHED GROUND P L WITH — TO REMAIN SP UNDER 00000 00000 m ARATE 0 m AP LICATION O 0 m N 78°34 00"W 95. 00' PROPOSED ROOFED MON. PATIO AREA WITH FIREPLACE, REMOVE EXISTING WOOD DECK AREA PROPOSED r r it TERRACE WITHSBBQY BUILDING PLAN REVIEW NOTE. SQUARE OFF ANGLED / i KIOSK CORNERS AT 1ST EXISTING 2 STORY FLOOR REAR FRAME RESIDENCE �' BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM 12 SF) CONVERT EXISTING ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN ( # 15625 SCREENED PORCH TO LIVING SPACE (204 SF) VILLAGE AS SPECIFIED IN THE 2020 NYSRC, 2020 NYSMC AND THE 2020 NYSECCC. RAISE EXISTING 1ST r THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL OF AND FLOOR FAMILY ROOM O THE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN REAR PLATE HEIGHT ' INTERIOR ALTERATIONS ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE O PROPOSED 2ND _:'_' D FLOOR O TO 1 ST & 2N WORK IN THE FLOOR ADDITION (54 SF) I DOCUMENT IS: ` .- r- EXISTING COVERED \` ` r.. .,,• ACCURATE PORCH TO BE \� \��---------- ;`.; . CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF MODIFIED IN EXIST. ,�� ;':• ' LOCATION O SUBMISSION. :.1 �:. ...::.:` _ O -.�. ..;. CONFORMS WITH REASONABLE STA NDARDS OF PRACTICE AND WITH VIEW TO THE PROPOSED PARKING SPUR AND NEW SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. o .. \� !••..:.; �,"..:. i DRIVEWAY LAYOUT— ":;:::=_:,:�.:::`.,,:.:.;:: :•-- : ...:�-:.. ;:-;_.,.::.;::.. •:-._;.-�:-: ;;�.,.';' F`-:;...• .-..,;�:;.-� C9 THE RESPONSIBILITY OF THE LICENSEE. ASPHALT WITH O BELGIUM BLOCK CURB THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF 2020 NYSMC & 2020 NYSRC 0 I LiJ i I %r �/ FINAL LAYOUT FOR NOTE: ALL NEW MECHANICAL EQUIPMENT SPECIFICATIONS SHALL BE FILED WITH BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION DRIVEWAY TO BE O VERIFIED IN FIELD THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH O AND COORDINATED WITH LANDSCAPE CHAPTER 24 OF 2020 NYSMC & 2020 NYSRC 6) Q DESIGNER °t `� `� •. ,i THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH N _ \ ' ` = OUTLINE OF CHAPTERS 25-33 OF 2020 NYSMC & 2020 NYSRC / `� :: :.. i EXISTING v z `� `' :';= i� DRIVEWAY TO BE ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH "� REMOVED AND CHAPTERS 34-43 OF 2020 NYSMC & 2020 NYSRC RECONFIGURED PLANS SUBMITTED WITH THIS APPLICATION CONFORM TO ALL THE APPLICABLE REQUIREMENTS OF THE 2020 NYSMC, 2020 NYSRC, AND 2020 NYSECCC. N 78°34'00" W 150. 00' 0 HYD. d- ' ` '' =' ` U.P. AS PER SECTION 301 .1 .1 OF IRC, PLANS SUBMITTED WITH THIS APPLICATION U.P. �� CONFORM AND ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF & PE) WOOD FRAME CONSTRUCTION MANUAL SITE ALIGNMENT PLAN NEW SUFFOLK AVENUE FOR ONE AND TWO—FAMILY DWELLINGS (WFCM 2018.) Scale: 1 " - 20' - 0" 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA SECTION: —_—__ 117 # ; DATE: REVISION DESCRIPTION: BY: BLOCK: __---_ 6 LOT: ________ 16.5 LIBERATORE RESIDENCE c 1 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK INFORMATION RECEIVED FROM - \.;�� J A M E S D E LUCA C A ARCHITECT SURVEY PREPARED BY. . PAT T. SECCAFICO 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 PROFESSIONAL LAND SURVEYOR, P.C. TEL: (631) 367-7011 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA ,�� �q 328A MAIN STREET k DATE: PROJECT: DRAWN BY: WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER CENTER M OR I CH ES, NY GROUNDDESIGN FLOOD AIR FREEZING MEAN ANNU L SNOW LOAD SPEED(MPH) TOPOGRAPHIIC SPECIAL L WIND-BORNE CA EGORY FROST LINE DESIGN UNREQUIREDNT HAZARDS INDEX TEMP 631 —878—0120 EFFECTS REGION WINDDEBRIS ZONE WEATHERING DEPTH TERMITE TEMP COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. N OR 30 PSF 130 NO NO ZONE 1 B SEVERE 3'-0" YES 15° YES AS/ FIRM 1500 OR 51� USE OF THESofUE �NDRAWNGS,CANY� PORTION THEREO COPYING, SALE, RENTAL, THIEENSING, OR ANY PLANS DEPICTED OTHER HEREON TRSB STIRICTLY LESS PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore—CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I A. FOUNDATION: D. FINISHES: SECTION R3o3.7&8 - STAIRWAY ILLUMINATION SECTION R502.2.2 - BLOCKING AND SUBFLOORING SECTION 16o7.8 LOADS ON HANDRAILS GUARDS GRAB BARS BLOCKING SHALL BE A MINIMUM OF UTILITY GRADE LUMBER OR ' 1. DO NOT BUILD UPON FROZEN SOIL. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS + AL_ INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH SEATS AND VEHICLE BARRIERS BATH TUB DOORS + ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND NO. 4 COMMON GRADE BOARDS. HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS, ACCESSIBLE 2. DO NOT POUR CONCRETE IF AIR TEMPERATURE IS 40 DEGREES OR LESS. MINIMUM 40 DEGREES TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN TO BE MAINTAINED UNTIL CONCRETE IS CURED. THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS SECTION R502.1.1.2 - END-JOINTED LUMBER BENCHES AND VEHICLE BARRIERS SHALL BE DESIGNED AND 3. CONCRETE TO BE TRANSIT MIXED, RETEMPERING OR ADDING WATER AFTER TRUCK HAS LEFT ARTIFICIAL LIGHTS SOURCE LOCATED IN THE IMMEDIATE VINCINITY OF THE PLANT IS STRICTLY FORBIDDEN. CRACKED OR BROKEN. EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE APPROVED END-JOINTED LUMBER IDENTIFIED BY A GRADE MAEK CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITIONS SET FORTH 2. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND OF THE NEW 4. PROVIDE FRAMEWORK FOR ALL POURED CONCRETE. ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING CONFORMING TO 502.1.1 MAY BE USED INTERCHANGEABLY WITH IN THIS SECTION YORK BOARD OF FIRE UNDERWRITERS. ORDINANCES OF THE NATIONAL SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. 5. CONTRACTOR SHALL VERIFY DIMENSION AND LOCATION OF ALL OPENINGS, PIPE SLEEVES, ELECTRIC CODE. THE LONG ISLAND POWER AUTHORITY, LOCAL MUNICIPALITIES TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS SHALL BE ANCHOR BOLTS, ETC. AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS POURED. AND THE REQUIREMENTS. CANDLES (11 LUX) MEASURED AT THE CENTER OF TREADS AND SECTION R905.1.2 - ICE BARRIERS DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR 6. CONCRETE FOOTINGS AND STRUCTURAL PIERS SHALL BE PLACED ON FIRM, UNDISTURBED SOIL. LANDINGS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO BASEMENT DOOR PLF 0.RESI M IN ACCORDANCE PROVIDE ADDITIONAL STEPPED FOOTINGS AS REQUIRED BY OVER-EXCAVATING. 3. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT FORM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS ( ) ( / ) DANCE WITH SECTION 4.5.1 OF ASCE 7. CONCRETE FOOTINGS, PIERS, SLABS AND FOUNDATION WALLS SHALL OBTAIN A MINIMUM EACH FLOOR AS PER N.Y.S. CODE SECTION R317. ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF 25'F OR LESS OR WHEN TABLE R301.2(1) CRITERIA SO DEIGNATES, 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY ULTIMATE COMPRESSIVE STRENGTH OF 3500 P.S.I. AT 28 DAYS. 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF WITH SECTION 2407 REQUIRED BY N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM TO THE LOCAL THE BOTTOM LANDING OF THE STAIRWAY. 8. APPLY A CEMENT STUCCO PARGING FINISH TO ALL EXPOSED EXTERIOR SURFACES OF EXCEPTIONS: UNDERLAYMENT CEMENTED TOGETHER OR OF ASELF-ADHERING EXCEPTIONS: FOUNDATION WALLS NOT SCHEDULED AS BRICK. CODE REQUIREMENTS, WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF 1. FOR ONE- AND TWO-FAMILY DWELLINGS , ONLY THE SINGLE 5. ALL WINDOWS AND EXTERIOR DOORS TO ADHERE TO N.Y.S. CODE, SECTION 1. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND 9. CONCRETE SLABS TO BE AS FOLLOWS: . 30TTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A CONCENTRATED LOAD REQUIRED BY SECTION 1707.8.1.1 SHALL R308/R310 a) GARAGE SLABS TO BE 6" THICK W/6X6-1OX1OW.W.M. LOCATED 2" FROM TOP OF SLAB _0TTOM DIRECTLY OVER EACH STAIRWAY SECTION. POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BE APPLIED OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 6" LAYER OF CLEAN, COMPACTED E. THERMAL&MOISTURE PROTECTION: 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH BUILDING. 2. IN GROUP I-3, F, H AND S OCCUPANCIES, FOR AREAS THAT GRAVEL. ELECTRICAL POWER IN ACCORDANCE WITH SECTION RE3301.5 ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND HAVE AN PITCH SLAB MINIMUM 1/8" PER FOOT TOWARD OVERHEAD DOORS. SECTION R8o6.1 -VENTILATION REQUIRED OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL b) BASEMENT SLABS TO BE 6" THICK OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 1. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH SECTION R3o8.4- HAZARDOUS LOCATIONS ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE BE 20 POUNDS PER FOOT (0.29KN/M) 6"LAYER OF CLEAN, COMPACTED GRAVEL. ONE LAYER OF 15# WATERPROOF BUILDING PAPER. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF PATIOS AND STOOPS ON GRADE TO BE 4 THICK W/6X6-1 2. PROVIDE 15 LB. BUILDING FELT OVER SHEATHING AT STONE VENEER. SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE 1608.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS SHALL BE TOP OF SLAB OVER 6" LAYER OF CLEAN, COMPACTED GRAVVELEL.. W.W.M. LOCATED 2 FROM c) 3. INSTALL TYVEK OR APPROVED EQUAL HOUSEWRAP BEHIND ALL WOOD FINISHED ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS SPACE BY VENTING OPENINGS PROTECTED AGAINS THE ENTRANCE DESIGNED To RESIST A CONCENTRATED LOAD OF 200 POUNDS d) CONCRETE SLABS TO RECEIVE A STEEL TROWEL FINISH. SIDING. FASTEN TYVEK WITH STAPLES OR ROOFING NAILS To EVERY OTHER WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAT OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED (0.89KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.10. FOOTINGS: STUD 12"-18" O.C. 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8" MINIMUM TO VERTICALLY LAP ALL SEAMS A MIN. 2". TAPE ALL SEAMS AT WINDOW AND DOOR WALKING SURFACE c7) STEPPED FOOTINGS WHERE INDICATED ON THE DRAWINGS SHALL HAVE MINIMUM SLOPE OPENINGS MAKE AN X CUT AND FOLD THE TRIANGULAR FLAPS IN AND 1/4" MAXIMUM OPENINGS. 1608.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS (ALL THOSE RATIO OF 2 HORIZONTAL TO 1 VERTICAL, MINIMUM LENGTH OF HORIZONTAL STEP NO EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE LESS THAN 24". AROUND THE FRAME. SECTION R 02.6 -FIRE SEPARATIONS SECTION R6o2.8 - FIRE BLOCKING DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS (0.22KN) OPENING. SECURE ON THE INSIDE WITH STAPLES EVERY 6" AND TRIM EXCESS. WHERE PARITITIONS ARE USED To SEPARATE IN ATTACHED GARAGE b) FOOTING DEPTH TO BE SAME AS FOUNDATION WIDTH. THE PROJECTION of FOOTING BEYOND 4. FLOOR INSULATION OVER VENTED CRAWL SPACES AND OTHER UNHEATED AREAS FROM A LIVING SPACE OR ITS ATTIC, THE PARTITION ASSEMBLY FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. FOUNDATION WALL TO EQUAL ONE-HALF THE FOOTING DEPTH UNLESS OTHERWISE NOTED. To BE SHALL HAVE A 3/4 HOUR FIRE-RESISTANT RATING. DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM c) PROVIDE 1 1h" X 3 X" (APPROX) KEYWAY AT TOP CENTER OF FOOTING. AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A SECTION R8o R-19, u.n.o. UNPAGED FIBERGLASS BATTS HELD IN PLACE W/TYVEK HOUSE 7- ATTIC ACCESS d) PROVIDE 3 #5 S IN FOOTINGS AT REMOVED TREES TO A MINIMUM OF 3 -0 PAST EXTENT WRAP. SECTION R 10 - EMERGENCY AND RESCUE OPENINGS TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL BE OF ROOT STRUCTURE. DEEP ROOT STRUCTURE TO REMAIN UNDER REINFORCED FOOTINGS. 5. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES 3 PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING R807.1 - ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR 11. INHERE WALLS ARE POURED TO GRADE, AND DAMP-PROOFED, THE CONTRACTOR SHALL SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS WITH A VAPOR REGARDLESS OF THE WINDOWS SHOWN ON THESE PLANS, PROVIDE LOCATIONS: ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC 1ACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE WALLS AS AT LEAST ONE WINDOW IN EACH SLEEPING ROOM AND THE BARRIER ON THE HEATED SIDE, PACK ALL SPACES AROUND WINDOWS AND 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS. AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES REQUIRED To PREVENT CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. BASEMENT FOR EMERGENCY ESCAPE. MINIMUM OPENING 5.0 SF ON (762mm) OR DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 12. 'THE EXTERIOR SURFACE of ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) INSTALLED IN ACCORDANCE WITH N.Y.S. ENERGY CODE. 1ST FLOOR AND 5.7 SF ON OTHER FLOORS. MIN. H=24", MIN W=20", LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8m2).THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE `SHALL BE DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS 6. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. MAX 44" AFF ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET..PLASTIC CEMENT. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMINGMEMBERS. 13. ALL CONCRETE FLOOR SLABS SHALL BE 6" THICK UNLESS OTHERWISE NOTED ON THE INSULATION AND ROOF DECK. PROVIDE MIN. 1 X" AIR SPACE. SECTION R 11.7.2 - HEADROOM ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5/8" THE MINIMUM HEADROOM IN ALL PARTS OF THE STARIWAY SHALL PARALLEL ROWS of STUDS OR STAGGERED STUDS. DIAMETER FOUNDATION ANCHOR WALL BOLTS © 23" O.C. MAX AND MAX. 1"-0" O.C. FROM 1) THE A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION (A.I.A. DOC. A201) ARE HEREBY NOT BE LESS THAT 6 FEET 8 INCHES MEASURED VERTICALLY FROM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL BY 30 INCHES (559mm BY 762mm) AND SHALL BE LOCATED IN A CORNERS AND ENDS. MADE AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHERE LOCATED IN 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FLOOR SURFACE OF THE LANDING OR PLATFORM CEILINGS AND COVE CEILINGS. A WALL, THE OPENING SHALL BE NOT LESS THEN 22 INCHES WIDE BY 30 B. DRAINAGE AND WATERPROOFING: 3) LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT 3. IN CONCEALD SPACES BETWEEN STAIR STRINGERS AT THE TOP INCHES HIGH (559mm WIDE BY 762 mm HIGH). WHERE THE ACCESS IS IS THE INTENTIONS OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL SECTION R314/R315/AJ5o1.6/AJ6o18/AJ7o1.3/AJ8o1. - AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC RESPECTS AND NO EXTRA'S WILL BE ALLOWED FOR MATERIALS AND OR LABOR REQUIRED . SHALL COMPLY WITH R314.8 SPACE SHALL BE 30 INCHES (762mm) AT SOME POINT ABOVE THE 1. ALL FOUNDATION WALLS TO RECEIVE COATING OF 1/8" THICK DITUMENMODIFIED URETHANE, TO COMPLETE THE WORK, AS INDICATED. SMOKE AND CO ALARMS 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING KARNAK OR APPROVED EQUAL. NEW BASEMENT WALLS TO RECEIVE THOROSEAL 4) PRIOR To THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE CARBON MONOXIDE ALARAMS TO BE PROVIDED ON EACH LEVEL WITH AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE PF FLAME MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE AN WATERPROOFING IN INTERIOR FACE. AND VERIFY ALL DIMENSIONS AND CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEPING ROOMS OR FUEL BURNING EQUIPMENT. MECHANICAL EQUIPMENT IS LOCATE IN ATTICS. 2. PROVIDE ALTERNATE PRICE TO INSTALL 4" PREFORATED DRAIN PIPE (W/HOLES ORIENTED DOWN) NOTIFYING THE PERSON OR OFFICE RESPONSIBLE FOR THESE PLANS REGARDING ANY SMOKE ALARMS To BE PROVIDED IN EACH SLEEPING ROOM, OUTSIDE D PRODUCTS OF COMBUSTION. COVERED WITH 8" GRAVELAND SLOPED TO DRYWELL, LOCATE EVEN WITH BOTTOM OF DISCREPANCIES OR VARIATIONS BETWEEN NOTED DIMENSIONS AND FIELD CONDITIONS. NO EACH SLEEPING ROOM AND ON ALL FLOORS 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE FOOTING AT BASEMENT FOUNDATION WALLS AS REQUIRED BY SITE CONDITIONS. CREDITS OR EXTRA'S WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'0" IN ANY §RR1001.16. 3. VENTILATION - PROVIDE 8"X16" METAL SCREENED VENTS (BLOCK VENTS) IN CRAWL SPACES MEASUREMENT. SECTION R702.7-VAPOR RETARDERS 6. FIREBLOCKING OF CONICES OF A TWO-FAMILY DWELLING IS AS INDICATED ON DRAWINGS. 5) ALL WORK SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM PREVENTION IN ALL FRAMED WALLS, FLOOR AND ROOF/ CEILINGS COMPRISING REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 4. FOUNDATION SILL - MUDSILL To BE NO LESS THAN A PRESSURE TREATED 2X6 TO BE AND BUILDING CODE, NEW YORK STATE ENERGY CODE AND ANY LOCAL CODES, ELEMENTS OF THE BUILODING ENVELOPE, A VAPOR RETARDER SHALL ORDINANCES, RULES, AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION ANCHORED WITH 5/8" HOOKED STEEL ANCHOR BOLTS. ARRANGE ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF 5. CONTINUOUS COPPER OR GALVANIZED SHEET METAL W/ZINC COATING TERMITE SHIELD TYPICAL OCCUPANCY. SECTION R AT ALL SILLS 6) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 4o5.2.2 -VAPOR RETARDER 6. PROVIDE 1" FIBERGLASS AIR INFILTRATION BARRIER ("CERTAINTEED SILL SEALER" OR EQUAL) WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND APPLIED THICKT POLYETHYLENE POROUS LAYERMOISTURE TBARRIER SHALL FLOOR E BETWEEN THE SILL PLATE AND TERMITE SHIELD AT BASEMENTS AND OTHER LIVING MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. SPACES. 7) CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY, CONSTRUCTED OVER THE POLYETHYLENE. NOTE: AS PER N1102.2.4 (R: 402.2.4) PROVIDE ACCESS HATCH WEATHER OR UTILITY LINES IN AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN STRIPPED AND INSULATED TO LEVEL EQUIVALENT TO SURROUNDING C. FRAMING: AREA'S OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED THE CONTRACTOR WILL REPAIR AND REPLACE THE SAME AT HIS SECTION R4o6.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING SURFACES OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS 1. ALL STRUCTURAL CONNECTIONS To USE TECO GALVANIZED FASTENERS AND HARDWARE 8) THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW UNLESS OTHERWISE NOTED: DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED GRADE SHALL BE DAMPROOFED FROM THE TOP of THE FOOTING TO THE FINISHED NOTE: REFER TO "SHEET S4" FOR AIR LEAKAGE SEALANT DETAILS AND FLUSH AND BEAM CONNECTION POST-CAP LUSH JOIST CONNECTION U-GRIP TO THE TIRE MARSHAL PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND CEMENT LOCATIONS. A THIRD PARTY RATER TO PERFORM BLOWER TEST AND F POST-PIER CONNECTION ANCHOR BASE 9) MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE REVIEW FOR COMPLIANCE WITH SECTION N1102.4.1 .2 (R402.4.1 .2) AND ASTM 2. INSTALL ALL FLOOR FRAMING, 1X3 WOOD CROSS BRIDGING NOT TO EXCEED 8" O.C. DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RE-LOCATE ANY PARTITIONS, WIRING, DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC E779 & ASTM E1827 AND 50 PASCALS 3. SOLID BLOCKING IN ALL EXTERIOR AND LOAD BEARING PARTITIONS, MAXIMUM OF 48" O.C. PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING MODIFIED CEMENT, 1/8" COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM REVISED, TO PROVIDE A COMPLETE JOB IN ALL RESPECTS C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE 4. INSTALL 2X BLOCKING UNDER ALL BEARING WALLS WHERE BEARING WALL DOES NOT ALIGN 10) PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND NOTE: HOUSE TO BE EQUIPPED WITH PROGRAMMABLE THERMOSTATS ON A 1'V/FLOOR JOISTS. EXISTING AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPRO 5. IIN TO T R4062 TO T BEARING WALLS OR PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 ITS DEPTH. SUPPORTS, HEADERS AND DUST SCREENS To ADEQUATELY SUSTAIN ALL LOADS AND MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN DAILY SCHEDULE FOR EACH ZONE OF HEATING AND AIR CONDITIONING AS 6. STUD FRAMING HAVING AN UNSUPPORTED HEIGHT of MORE THAN 10'-0" IS TO HAVE SOLID PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. . HE EXTERIOR OF THE WALL. PER COMPLIANCE WITH SECTION N1103.1 .1 (R: 403.1 .1 .) OF THE 2018 IECC 2X STUD BRIDGING, OF SAME SIZE AS STUD WALL, AT INTERVALS NOT TO EXCEED 11) FLASH, CAULK AND SEAL, ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND 8'-0" PENETRATIONS TO FORM A WATERTIGHT 7. SILL PLATES IN BEARING WALLS OR EXTERIOR PARTITIONS TO BE NOT LESS THAN (1) 2X ASSEMBLY. ALL FLASHING To BED 16 OUNCE COPPER SHEETING UNLESS NOTED NOTE: AS PER N1103.3 (R: 403.3.) DUCTS FOR SUPPLY IN ATTIC SPACES MEMBER OF THE SAME WIDTH AS THE STUDS. OTHERWISE, AND EXTEND AT LEAST 8 ABOVE INTERSECTING SURFACES. TO BE INSULATED TO R-8. ALL OTHER DUCTS OUTSIDE THERMAL 8. `STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED AS PER AISC. 12) ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND N. Y. STATE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE „ 9. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC..., TO BE ENVELOPE R-6. DUCTS SHALL BE ROUGH-IN PRESSURE TESTED TO DOUGLAS FIR #1 OR BETTER WITH Fb=1000 P.S.I., SINGULAR, Fb=1000 P.S.I., REPETITIVE. OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 13) ALL STRUCTURAL LUMBER SHALL BE DOUG-FIR #1 GRADE HAVING A MINIMUM STRESS OF SHOW COMPLIANCE WITH N1103.3.3 R: 403.3.3 THIRD PARTY RATER TO 10. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND FB 1000 PSI E 1.5 X 10.6 UNLESS NOTED OTHERWISE. DOUBLE STRUCTURES AROUND Chapter 10 - Fireplaces PROVIDE TEST RESULTS REPORT TO (CODE OFFICIAL ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE FLOOR, CEILING AND ROOF OPENINGS. R1001 - R1006 Chimne s and Fireplaces TYPE AND SPECIES OF PLYWOOD AND SO BE IDENTIFIED BY AN APPROVED AGENCY. 14) ALL FOOTINGS, PIERS, PILASTERS, ETC. SHALL HAVE A MINIMUM STRESS OF FC 3500 PSI Y P 11. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB. LEVEL AND TRUE, WELL SPIKED, AT 28 DAYS AND SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING NOTE: AS PER N1103.3.2 (R: 403.3.2.) DUCTS AIR HANDLERS, FILTER BOXES BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE, AND To INSURE CAPACITY OF 2 TONS PER SQ. FT. All installations of chimneys and fireplace t0 adhere to the EVEN 15) PROVIDE ACCESS AND VENTILATE ALL CRAWL AND ATTIC SPACES AS PER CODE. y p SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION SETTLEMENT AND SHRINKING THROUGHOUT, UNLESS OTHERWISE NOTED ON THE PLAN. (MEASURED IN TOTAL FREE AREA.) following sections of Chapter 10 of Residential Building Code of New York M-1601 .4.4 OF 2020 NYS CODE, SEE SHEET S4 FOR TYPICAL DETAILS ALL FRAMING MEMBERS TO BE 16" O.C. O.N.O 16) THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS State including but not limited to: 12. DOUBLE JOIST AROUND ALL OPENINGS AND BELOW ALL PARALLEL WALL PARTITIONS AND MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE AT TUB AREA. COATINGS ON ALL MATERIALS. NOTE: MECHANICAL VENTILATION FOR RANGE HOOD AND BATHROOM FANS 13. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 17) REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED R1001 : Masonry Fireplaces R1004: Factory-Built Fireplaces SHALL BE IN COMPLIANCE WITH N1103.6 (R: 403.6.) AND CONTAIN 14. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER ALL OPENINGS. BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL R1002: Masonry Heaters R1005: Factory-Built Chimneys HEADERS ARE TO BE EQUAL TOP FULL WIDTH OF FRAMING (MIN. (2) 2" X 8"). CONTRACTOR. y AUTOMATIC OR GRAVITY DAMPERS TO SEAL WHEN NOT IN USE 15. JOIST HANGERS, ETC., TO BE "TECO" OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. 18) ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE OR MATERIAL R1003: Masonry Chimneys R1006: Exterior Air Supply DESIGNATION ARE NEW UNLESS OTHERWISE NOTED. 16. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE STUDS 19) ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH NOTE: AS PER N1103.7 (R: 403.7)- CONTRACTOR TO SUBMIT THE ACCA DOUBLED ON JAMBS. MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. MANUAL J & MANUAL S CALCULATION OR APPROVED EQUIVALENT FOR 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4" X 3" BRIDGING AT MIDSPAN OR 20) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE INTERVALS NOT TO EXCEED 8' O.C. PRACTICES. ALL TRADES SHALL COOPERATE TO FACILITATE JOB SCHEDULING AND R402.4.2 FIREPLACES. NEW WOOD-BURNING SECTION R403.6 MECHANICAL VENTILATION VERIFICATION OF HEATING AND COOLING EQUIPMENT SIZING AND EFFICIENCY. 18. THE TOP AND BOTTOM EDGES of JOISTS MAY BE NOTCHED NOT TO EXCEED 2". COMPLETION. FIREPLACES THAT ARE DESIGNED TO ALLOW AN (MANDATORY). THE BUILDING SHALL BE PROVIDED MUST BE PROVIDED TO BUILDING DEPARTMENT PRIOR TO C.O. 19. TOP PLATES OF EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS MAY NOT BE 21) PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE OPEN BURN AND NEW WOOD-BURNING FIREPLACE WITH VENTILATION THAT MEETS THE REQUIREMENTS STANDARD OFCONSTRUCTION. ITEMS OF EQUAL QUANTITY MAY BE SUBMITTED FOR REVIEW LESS THAN (2) 2X MEMBERS OF THE SAME WIDTH OF THE STUDS, LAPPED AT UNITS THAT AND APPROVAL ARE DESIGNED TO ALLOW AN OPEN OF THE THE 2020 NYS RESIDENTIAL CODE OR BURN SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR WITH OTHER APPROVED MEANS OF VENTILATION.. NOTE: AT MOST, 75% OF INSTALLED LIGHTING FIXTURES TO BE CORNERS AND 22) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ADJOINING REMAINING AREA'S INTERSECTING PARTITIONS WITH SPLICE IN UPPER PLATE AT LEAST 32 " FROM SPLICE IN AS A RESULT OF HIS WORK AND SHALL REPAIR ANY DAMAGED SURFACE TO THEIR TIGHT-FITTING DOORS. TIGHT-FITTING DOORS USED OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE HIGH-EFFICACY LOWER PARTITION, BOTH OCURING OVER STUDS. PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE ON A FACTORY-BUILT FIREPLACE LISTED AND AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE 20. FOR RESILIENT FLOOR INSTALLATION, UNDERLAYMENT TO BE X" SANDED FACE APA UNDER OF WORK. LABELED IN ACCORDANCE WITH UL 127 OR ON A WHEN THE VENTILATION SYSTEM IS NOT OPERATING. LAYMENT INT., INSTALLATION TO BE SAME AS FOR CARPET INSTALLATION. 23) INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO FACTORY-BUILT FIREPLACE UNIT LISTED AND 21. HARDWOOD STRIP FLOOR To BE INSTALLED WITHOUT UNDERLAYMENT AND TO BE SET PER SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, LABELED IN ACCORDANCE WITH UL 127 SHALL BE PENDICULAR TO FLOOR JOISTS, ALL HARDWOOD FLOORING TO RECEIVE LAYER OF 15# RELOCATED, AND OR REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW WORK. TESTED AND LISTED FOR SUCH FIREPLACE OR BUILDING PAPER UNDER FINISH FLOOR. 24) LANDSCAPING TO BE REMOVED AND RELOCATED AS REQUIRED BY THE NEW WORK SHALL FIREPLACE UNIT. TIGHT-FITTING DOORS USED ON A 22. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH %" GYPSUM WALLBOARD EXCEPT AS BE HAND EXCAVATED ALLOWING FOR AN ADEQUATE ROOT BALL AS REQUIRED BY PROPER MASONRY FIREPLACE SHALL BE LISTED AND LABELED INDICATED OTHERWISE ON DRAWING. USE WATERPROOF TYPE IN AREAS OF MOISTURE. NURSERY PRACTICES. IN ACCORDANCE WITH UL 907. NEW ROOD-BURNING FIREPLACES THAT ARE DESIGNED To A_LOW AN OPEN BURN AND NEW WOOD-BURNING FIREPLACE UNITS THAT ARE DESIGNED TO ALLOW AN OPEN BURN SHALL BE PROVIDED WITH A SOURCE 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA OF OJTDOOR COMBUSTION AIR AS REQUIRED BY THE FIREPLACE CONSTRUCTION PROVISIONS OF THE 2020 # : DATE: REVISION DESCRIPTION: BY: INTERNATIONAL BUILDING CODE (AS AMENDED), THE 2020 NEW YORK RESIDENTIAL CODES, AS APPLICABLE. L I B E R A T O R E RESIDENCE -- _ .� E: a. 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAMES DE LUCA ARCHITECT + 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 C)F DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. DUP ION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST DRV�'GS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 -- - i DECK REMOVE ALL AND PROVIDE NEW MASONRY PATIO AREA AS PER PLAN 15'-0" 26'-0" 22'-10" SCREENED PORCH FIREPLACE TO BE FRAMING TO REMOVED RAISE PLATE REM OV[7 ALL BE SQUAREDHEIGHT � ROOF FRAMING OFF I IN THISAREA ll�� AND R FRAME REMOVED ALL EXTERIOR WINDOWS BREA FAST NEW I AND DOOR AND PROVIDE FRAMING I I q F I FOR NEW 16' SLIDER UNIT I I I E F D I I A I I /\ I MASTER BEDROOM o X A I I FAMILY ROOM F I I I CR N I OPEN TO BELOW I I TCHE I COLUMNS TO BE REMOVED, I REFER TO PLAN FOR NEW I STRUCTURAL BEAM UP REMOVE ALL FIXTURES AND — — FINISHES THROUGHOUT SPACE, DN I EXISTING TO SAVE AND DONATE AS PER REMAIN DIRECTION I I BATH j _ PWDR. SQUARE OFF CL. WALK-IN FRAMING AND L------------ EXISTING TO CREATE CLOSETS = REMAIN PF—�LOCATION FOR REMOVE DOOR CL. CL. NEW WET BAR AND CREATE AND CLOSETS CASED OPENING REMOVE ALL INTERIOR MUDRM. / LNDRY. UNITS TO BERELOCATED WALLS, FIXTURES & CL. AREA TO BE FINISHES. — RENOVATED REFER TO PLAN FOR NEW II II LAYOUT OF MASTER SUITE MASTER BATH DN BEDROOM BEDROOM EXISTING T LIVING ROOM I I FOYER I I DINING ROOM REMAIN 7�-� Ij I I REFER TO PLAN REFER TO PLAN FOR NEW WINDOW FOR NEW WINDOW LAYOUT LAYOUT ------ ---------- -- - -- -- - -- - ---------- D I I (5 S I COVERED PORCH I REPLACE & RELOCATE COLUMNS GARAGE I ko 00 00 00 00 c EXISTING TO REMAIN EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN SCALE: 1 /4"= 1 '- 0" SCALE: 1 /4"= 1 '- 0" 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA # : DATE: REVISION DESCRIPTION: BY: LIBERATORE RESIDENCE 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAMES DE LUCA ARCHITECT " 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 -'` TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. Aii T DUPLICATION, EPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR US OF THESE RAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PRO ESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I CX 145 CX 245 C 125 CX 145 EGRESS EGRESS FIXED EGRESS EXISTING RIDGE 10ROOF COMPOSITION: All new asphalt roof shingles to match existing over 30# building felt on 5/8" cdx plywood sheathing over roof rafters (refer to COPPER FLASHING framing plans for sizes & spacing). Provide 36" strip of water / ice guard at bottom intersection of roof & fascia and at all roof 5/4" CAP EXISTING RIDGE intersections (ie: valleys/ crickets). refer to drawings for additional - areas. 1i 1. Ridge Vent: Shingle style ridge vent, matching style & color of roof 2-1/2" CROWN " _.___J.l_1._ _ l..__ll_L i_._: FIXED strict accordance with manufacturers spec s. C 125 shingle Installed in stri sp ' FIX Locations as indicated. — ....................... EXISTING RIDGEMOULDING Collar ties: Install 2"x6"collar ties 32" o.c. u.n.o., Locations as _;..... indicated. (Log bolt every third tie, using �z" dia. bolts, in vaulted cl r 1"X AZEK TRIM I .' ! L_._.C.._L._J...__1..._!.I.I I !. l.._.1._I. L__..1,.. ...1.....i....1......1.._! i.....1 areas). 1 BOARD j I - (2)SOFFITS & FASCIA BOARDS: —d 2ND FLOOR CLG. I _..._L..,......L.......i........1 ......L.......1......J..L....�........J..........1..1__ .. I..:. . .I ; I , 1..`.1.! L.....!......i. 1..1...1....1 .l._1 ._I... Y --h-- - : .: -I,..,`, ?- Soffits to be Azek or equal continuously vented ................. _ _;�LI. `:_ _�-__.___ Provide 1" x 8" "Azek" fascia boards w/ 1" x 2" accent boards. 1„X 4 AZEK i .. 1._....1 ._1..... ,: -, Provide new frieze boards w/ crown as per elevations. TRIM BOARD -� - �LLL1 Q3 GUTTERS & LEADERS: 12 Il Iii_l I { 11� . , i 'd I I K yl gutters 0 � I _i....i......1.-._1....1..._1.... I *'... _�... .... t.._..1.L...L_..L.....i. _I_..!._.11_._._. new aluminum -style e gu ers and leaders (Color to be - 1 Prov ide e a 'roselected) - _-1._-,._ I J I-J_1. ._J _ _W_HL -- L. _. �..._I..._i.. EXISTING GABLE ROOF z 1._.!.__..!.......1_..I_ 1..__l._1L_..1....._I J_._...i_J .� i..... �.......J...._L_1.....1._.., i I 1.1_. J.L_1 .. FRAMING TO REMAIN Provide pricing option for 6" half-round gutters and leaders. LLLg _�._! __LL1 _�.___ _ _:_1__ _�1. __ _..._ _ _ .__,- i ._I l_ I....!......'..'..( .i..... �...._'.�._.J.....Ld Locations to be determined in field, provide underground piping as REFER TO PLAN I 1._I. 1 . .. - i required b town village to new dr ell AND ELEVATIONS W ' - l..,J I I J.. .J..1. ! i ....i_1...1__1__ ......1. .. .... ... I : .. 1....( I I .J.....1._ _ LJ l._1_ L_L'_LL q Y / 9 yw , see drywell calculations if w _ 2 I...L..L ) L...._!..1..J.._...1....._L...i..... i.l .L_L. I..J_.i . NEW SKIRT ROOF AT FRONT. required. FOR MODEL # S AND a GRILLE PATTERNS U) 2ND FLOOR _ _ - ®WALL COMPOSITION: a — — (.L I l.. .l l '..._..i....l...... i...'...LL.. I...L._I I l L f !. . .!. .. ...i .J..; J ( . .i _ UNIT AS R PLAN 3 ' 1ST FLOOR CLG. Provide new Maibec cedar shingles, stain color to be selected by Z) owner. Cedar breather over 1/2" cdx plywood on 2"x 6" wood studs I.i.. !......_;...... _ L..... ! Providekpricing option for spray foam insulation. I I _ 5 WINDOWS & DO i 1 ORS: I i 1 ONew windows & exterior r " 1-1 doors by Andersen -400 Series or _ I is _.......1 .. -- rn 1 - I ( J.......i.�. ...._L.._.i....A...... 1.._.!._L...L. _._....' I i ;. . approved equal w/ Simulated divided light grilles. Color: White to i 1 0 0 I I Lo'- ;l _ ) _;__! JLl—L1 I;.._I l.._! l.l_.1--.'-!-_.I. match existing gg 1,,, i...........I i..............._ VUI I 1. !.....I. L'.1 1....L....'...... I....I I I .. L...i J.' Ll_)_ 1_LJ_ I.:..I.I.�. J.. '....:...... ... . .... ................. _._...L.....i.__..:._L..I - '_1. 1_._' ..I_:. . 1 11._1 1.. I l 1_.L_. _i.L (66�FOUNDATION COMPOSITION: -1-L J-! l_ ._ �L _l. J_ 1. 1_._..1._,....._I..._.. ...i.......i..._...L.A. .; .._L. -__.1 LL J._:.1_f._I_._:_l_I__._ .....1,_.._......J......._..........._.._.... ..... :.... I....J_.....L..J........._._,..... ._..L......._.._ _.I_._I..(... Provide 8" poured concrete foundation walls - -.----.--.___� _J___:_..._1 .�...._�__.l_ .1 ---,_-._. I ! P a Is with (2) #4 r bar ...:......:....._.L.._l.._L..L...._1.. .,...J........,._...:...,.....:....._i_...(_._..._ ) ..... 1__l.__! _1. ._ __1_. I l ......L..__1.. ,.......L.......1. .._L......1.._.,.. I , j_ _ _I.. _ horizontal at to bottom and at mid h t of full h t wall 2 X SILL � i......J........:_..:...:......:.....I :_ l...1...1....L..I...: I...1......I.....:..i__.:.....I_ i , ... -- �� II 4 s & 4 g g 1ST FLOOR oc -:.._:.. 1 _._:.:.:__ i I I T.....L i -, i i ;..... : I I bar vertically ! I Provide 20 x 10 formed, keyed & poured concrete footing with : : L_.... .1..__1.....i.......... . J III..1.....1....!.J,....I:..._ .f..l. ....!......1._L...l.......J.._....i__I. 1..._..............._. . . I. ! I.i..1 1 , .. ... ....:..........:. 4 #4 rebar top & bottom continuous. All pours to be formed .. �;._�_li1.�__l_1_L._l_.�__L1 using wood or steel forms. Provide damp proofing on exterior face of foundation and footing areas. WINDOW TRIM DETAIL II II - - CX 14 (3) CW 155 � � I (2)3080 I I I I 0 z (3)CW 155 CX 14 nSLAB COMPOSITION: TEMPERED I I ENTRY DR. I I I I I Provide 2" poured concrete slab for new crawl areas. 8-0' HD. HT. i� 8'-0" HD. HT. �. SCALE: 1 = 1 -- 0 I I I I I I Provide 6 poured concrete slab w/ 6x6 W.W.M. for full height EXISTING COVERED ENTRY PORCH TO BE L J L J L J basement, garage & raised platform areas. MODIFIED. NEW GABLE PORTICO ROOF AT FRONT. / over vapor PROPOSED FRONT ELEVATION All slabs screed coats o 6 mil or barrier. NEW 10" SQ. COLUMNS; 6x6 LVL POST, PACK OUT & WRAP WITH AZEK MATERIAL. PROVIDE CAPITAL AND BASE DETAILING. NEW BEAD BOARD CEILING & REPLACE PAVER FLOORING, Scale: 1 /4"= 1 '— 0" A (4) CUST. FLEX. A7 3'0" HGT I ASPHALT ROOF SHINGLE OVER # 30 BLDG FELT ON 5/8" ROOF C 12 SHEATHING / FIXED I 1X2 ACCENT BAND OVER 1 X8 FASCIA BOARD 12 AS PER ELEVATION 2ND FLOOR CLG._ _ _ 3 1/2" CROWN - — --- MOUDLING OVER 1X8 FREIZE BOARD 6" ALUMINUM GUTTER, / U.N.O., PROVIDE 4"SDR-35 PIPING .................................. ................ �z� 1_. .........I.............1 DRY O WELL AS REQUIRED I 1._1......i....._L. J.._I ..._...... i BY TOWN/ VILLAGE — - - - - — 1 I....1.... 31 ......_L......1....1.... .. 00 - i -- ...- - - DOWN SPOUT rlv , 1....1.....1. i.......:_.' _I..l J__.._.._. v l 1 I I� - ti L.......L....l....l.....1 l l ..:._ .. .. .i.......... ...1 L...1.._...1.._._l .1.....L...._.._i._1............. I l i l _. _ i 2ND FLOOR i I i� yL i l T ,,. - - - 1 ST FLOOR CLG. __ ._ ,�_ - - .__ . — 3 1/2" CROWN - - _ - -" ----- _�__.� M U IN V R K i . 1 8 FREIZE BOARD i _.- _ I _.._.. _ _......_. 11 - - 1...1 1._...1..J _ w4 - ....... .il 1 160, I 1 L.... I _J . i.. STONE VENEER OVER METAL STUD - r:.c. i FRAMED W CONC. BACKING BOARD l...l........i......1..... I I "` �T _�_I - - J...._.i..l..l J l _.� .y_ KITCHEN KIOSK �_�..�___._ �6" 1 6" LLL1 I _ . .. _�_ L.I.-�__ _ �.._. -; FRIEZE DETAIL _ -j _� L l. ._�_1 I !. 1 ,. ..,. _ ...:......:. L.......1.......:..J....!....._ I I_....1...._.1..... .- ... i Ill. �4 � �.. _ � �, _��__L_ , ; d- L_L- _/ �! I:...... ..:i.. SCALE• 3/4"— 1 —0 l � �, J ! I1 I . � i i �T , ..... ....i_ :... _ H L 1ST FLOOR J i � , a , i T" 1 s 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA a_ l I # ; DATE: REVISION DESCRIPTION: t BY: I FLEX 31 (3X) FLEX I I I I I I I FWH 31611 qXW 155 FWH 31611 I I FWG 16080- I I CXW 15 (3X) I I L I B E R A T O R E RESIDENCE � I I I L----------------------------------------------------------------------L----- ---------L- ---------- ---{ i E ' 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK Q NEW WOOD BURNING CHIMNEY w/ NEW REAR COVERED PORCH. J A M E S DE LUCA ARCHITECT THIN STONE VENEER. 10" SQ. COLUMNS; 6x6 LVL POST, PRICING OPTION FOR MASONRY VS. PACK OUT & WRAP WITH AZEK I I I I I �- 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 PROPOSED REAR ELEVATION METAL FRAMED. MATERIAL. PROVIDE CAPITAL ANDrj BASE DETAILING. �---L-�----- ----L----.J ',, TEL: (631) 367-7011 NEW BEAD BOARD CEILING & '— 0" BLUESTONE FLOORING, Or r,- DATE: PROJECT: DRAWN BY: Scale: 1 /4' _ 1 COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. DUPLICA REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE SE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore--CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 i 1 EMI'EREU 10ROOF COMPOSITION: All new asphalt roof shingles to match existing over 30# building felt on 8 5/ " cdx plywood sheathingover roof rafters (refer to ;t framing plans for sizes & spacing). Provide 36" strip of water / ice guard at bottom intersection of roof & fascia and at all roof i I intersections (ie: valleys/ crickets). refer to drawings for additional --i---Li -L.11- - y I I areas. _ 12 � 1.1.__.i......,..�..._....�......1....1 1....1.1 .! Vent Shingle Ridge en style ridge vent, matching style & color of roof ..I.. 10 EX• j ; I ! )...!.._.i.....1....1.._I_1. f...._!..1._L.i...._i... strict accordance with manufacturers spec s. shingle Installed in stri s ' Locations as indicated_i_J1_LlJll._.L1L1._I Collor ties: Install lar .....____.,.____.__.....�.__.._.._..1 �.._"_ indicated. ' l t (Lag bolt every third tie, using 'u � on dia boltsativaalted ...i.......!....I ... _! !.J...L...1......1...1....1.....1.._l.i....._....... ` I 1.........._1..1._I...... �2ND FLOOR CLG. g area - - .r 1 I .._ .l....)....... ....i rl._.. i..._12 L.. I ;.......;_...; - - - 02 SOFFITS & FASCIA BOARDS: _l1._i__1____:._l ; _ _ l�___l_. f3�— I - - - - Soffits to be Azek or equal continuously vented L.._....._..._1__.._L..1......1............._L...i......�.....�.._(.. - I ..I )_.I_.._I . .L....l.... 1.....; 'L. _� `,1 L.1 _1. L �\ I__ 11._1 ' a boards 1" x 2" accent boards. i I i.. Provide 1' x 8" "Azek" fascia w/ : _-�-1:1-!_1..i..L......I........t I.J_...L._...i..1..L ..... .1 .1. i.J ! ..I....11_.1.._1......i.l Provide new frieze boards w/ crown as per elevations. 1 1.l _I , -_......... .I ! . ._ f_...I I. L_1...._i..l. J .1..._!._1....;.....1..I 1..... l..I. I. l..l....:. ... _.1....I ..) : (....)...L._..L...I .!..L.....1... j Q3 G LEADERS: 1 I . i....._..:L....i........._: 1....... - ` UTTERS & LEA _00I_:_._Ll_LJ_L1J__ L._ L__L1 1_.._i.__ 1_ .� ___J _. t_1.1....11 _I_�._ _1_ _... L.. LLJs�d_ Provide all new aluminum K—style e utters and leaders Color to be - ..I.l .i.....!..l_!..._........1....i..._.!......1.....1....1......1.....1...1..1...._l I i i_ _! l .... 1.......I....1.._i_.....1.._.._!..I_l 1 ! ! .! I l : .1.. ! I ! ! I i I I selected __.1_ f-9 _.1.- -1_.L_!_..1_ I _i"._1.'_L.� Provide pricingoption for 6 half—round utters and leaders. t.....i.l 1. :.....: .:....L.....I._!...._:.....1.....L._L.....1.......1.... .1...1 _ -- -- -- ... ..._....... - -- -- -� 1....1.1....1._....,...I..1...._............ ... i I L:...1_.....,...._ 1..L... ....._L...1.._!.......i... !_1... ..1.... I i........i..1. .1.._.1.._..C_.I .i...............!.I .I....... Locations 9 required b otown determined e o Inewieldr wellvld _. ..._.,�-:_ _:....�..... �. i....l........l..l 1, I .. ! 1 .':..... .I, .:.._..1....1.._.........1 .L.l.....1....! .:.1.....1.. . .: :.:. ' l...i..... 1 .Ll...i 1_ i I III i I � : � I � _ q Y / 9 dry well, see udrywell calcunderground lations ons ng if L..I ., i.._.L l...l........i.......1 .I.....: ..,............:._.1...1._.....L......J . L......:......1... ...1,.....i.....l...l...l.._._L.._�.. 2ND FLOOR required. r r I I i 1ST FLOOR CLG_ :.............(....1.I..L...l....: ) _! ._: i....I.....1 " '...I_..L._l .1......1......_!...1.....1...:_..._._i....1 . .1..i"....1._..1._.!._.L......J........i....l ..1... ! ' I I i � i i I i ; � i I — _._._. _ � } . ......... . .. .. ,.. ... 1....i.. 1. 1 -� - `-ILT� l.ice. ! f— i.. i....l.L......_.....L....I.1..1....1 .LL.I. .i. 1. , i I ' -i OP Provide WALL COMPOSITION: c cedar shingles, stain color to be selected b _ L....._._:..._;L......11 _I_.,.......I _. .I I : : I ..I 1..1...i.......:...1..l....i......�....: ! 1 L. .., I I !....I_.L......I....1....,......: !..1..... . , ..1 I _L.J _L�1.1_ ll_L_J 1_ L_�__.IJ.__I 1_l1._J_..!.1_I 1.1_! 1I_I.1.1__ll.. n :...L..L._L...L...� :...1_.._L__�.....a....!...._,......,. I .i . ..., J_l1_.�_ i owe er x plywood I : 16 o.cCwith Rr-21hBattvnsulation & 5 8 won "x 6 wood studs : + , : ( . .;.a.....;:.....I_....1......(........1..1 .1..._1........_.... .... ! I .L.........L.I ..1.._...:._;._1.....L......l..l...._...I..L..L....l. ! .� 1....1......L._,.......:....._:..I.1......:...._i.....l..l.....1...1_....L...I.._!...... i ' . : ; � I I"' b tenor face tape in 1l_. . I I ; ( ) L J__ L1._ ------.___LJ._L_�_L._L_l._L�_i__LJ.__ i i i spa (3) I l .. 1.1 ..:. ...: I.............. .i..i.....1........1......,.....I 1....1....1.....i.._...1..._...!....1_._.:......:_�..� i.._._. :. I ! . � i � .....i....................._,. ;.., I , i Provide pricingoption for spray foam insulation. 1 1 ! _:_ : ..l_, . I l_, _: . : ....1 . L i_ I r _L L : ! : : _ i I I I 1 t.....i.. ! : 05 WINDOWS & DOORS: �.�._�_,��... o �-----L_l.L_l_1_ � l-_l-__-- !- _- JL_� _ _I I I ; ; I ' : . i j L. i t L_._.----1._...__1_ 11._- LL1_11 l_. _.1. 1i windows & exterior doors by "Andersen"-400 Series or _.._. 11. ,....i.......1....1. I I._.._.l_I :. ...... 1 : 1 !..._.. L....1...1. !.......lJ...l ii. '.!. !. I..L....l. :.. I ; ; r• ..A..... approved v I . L.; I Simulated.._L_1._11_1__.1 :_l._l. _ ! ' 1_.i_L_11__._.l._l._ ._._L..:._. , existinal / divided light grilles. Color. White to .....!...1............ ..:1.....L_.....i....__..:....,......_.... J...1 ..:.__..:........._:_._..1.......1....L.......f._.1....1....._i....._L.l...L... I i g � ..... l__.I..I .......I..l....l....., : :_, .1.:.. _( ..L..L.....L...!....._!..1.. 1......i.._,..1. ,.......1.......1..! L.....1 , I I I !.. I w _ ` f_ ._w.-.,,�...,.______:._.._..._.,....._._-..-.._.._-_-_,._�.__.._l--•,..r�._._.x,,.._.........f_.f._�,_.._._....__.x,_.-__.,..�_.�_.�.,_.,..___ L.i._._1.__.1i._.1.,..l_..l.l_�;,__._.!1_.._iL�1...;_l..L..._l.._._..i.1l_.___...,`....,1L_..II_.___L.J..l..�...1 1!I1. !._._..1I1..._....l_f._1........J.l!__....1l.__..._...._.>�,.._....__..:.;..,..L_........._.;....__.:�.........._....A.I....._.....1 1_._._....I.:_...__.I:l.._......_._.11l.._.L....1I.Jl1_.._..Ll1......_.._..11,.__I...L.t__.1I....._....i:__......_. �__i-�__,,_._....-!�:__..i.1.._..._.__.L_! i _........_i.....-_,1I.-.'I I _ T- . Provide t8 allpyo uC�r e3d 2 concret e foundation walls with (2) #4 r—bar 1 ST FLOOR 1.Li Lill L111.i 1 _ 1 1-1-1. 0 ��I 6( FOUNDATION COMPOSITION: +.- I- _T�'�'A. t.!. I.- t.l .. i ,. ._. . : . - on ona m and at mid g of full g walls & F _ , __11_- } L_ l_11_1_1_11 �. Provide 20 x 10 formed, keyed & poured concrete footing wit hI 1.1 (4) #4 rebar top & bottom continuous. All pours to be formed using wood or steel forms. Provide damp proofing on exterior face I I I I of foundation and footing areas. BACKFILL AND PREPARE FOR: BLUESTONE ON MORTAR BASE I I I QSLAB COMPOSITION: 6" P. CONC. SLAB CXW l 15 I I Provide 2" poured concrete slab for new crawl areas. 6" X 6" 6/6 W.W.M. r-j Fj ' ' PROPOSED LEFT SIDE ELEVATION Provide 6" poured concrete slab w/ 6"x6" W.W.M. for full height --- ----� I I basement, garage & raised platform areas. L—� All slabs/ screed coats over 6 mil vapor barrier. _ Scale: 1 /4"= 1 '- 0" �I I - - ---- ---------- AW 251 ............................... . 2/2 GRILLE �...._....._........... _—.. i I — — — — — — 2ND FLOOR CLG. ... ....i..!._i....1...1 L...C.....1._l l..! _i. 1.1� __1 _.1_ .--L.__1_. .l._1_i _:....a...... 1.......i......1....;...._!.......i.._I 1............1......(_I .I _I ` I..1... ' I I,� 1-_l_L.':-1_ _l. L_.l__!.L!._'-'_1 !..1......1_ I..i...!.....i.....I .J. ...i......1..l 1_..1.....1 ' i .l _!.._i. .1.. i.._L_..�11... 1__.1_-_.1.1 , 1..��J.L_l._L_i_ -- _ - -- _ -.! Ll_l.J _ 1...1....!......L._...1_ I I ! I I I I `I : I L..l..........._...,. : 1....._ _ .L.......1....1....L.....1_.1_I.L.... .. .._..,...... I OR .i...l ..l..l.lL....I ..l...I I. '.....I O1 1 .I....'._1...!._.i.... - - - - - - _...._ l_.__]7l-r~�..:i. `Ti i�I, h , J....i...l I I.....i..J.1 .:._.i. .1....._i.....1....> 1 l..l_.1..._i ....1.l...: L. ..I....1......1...)_...I_.....1..., I...I. : . . I 1 - - .... _... _..... ..1.........1..._1 L.i......i. .l I _1_.__ 1 I L1..1. _ I I .�...::I _._ 1_I__Ll__ __ - __ - __-I__I I- : , � ; I , J_l�___LLJ_1J_ _J_1-JAL_ i : _ I ill- - �1-�- : _ L 1._l Li.i._..: L : ! i i..�._.:....1.....1..1.. ...1.. 11L1 i.. i !. ,.......1...._....,._.1.......1, 1....i........_...1._..I........... 1_1...l ..I l•�: ...1.._.l...l - J-1 i - --- _.......__.._...................._...................._......._............_.._................ , I .............. ........................__............._................................_........_...... i -L L..l...._L. L..,i I I I i i � 1 m : i ' ! i..... ...._ _ _.._:._:._. _......1..�._.�.__Lli._L._... .. 1.......1_l...1.......i...__�. .�._......_...1....i.__' � 1 ! 1 i . .... _...1.._.�._... ....._,........1._.............1........1..1......1...._1.......1..1.. !. L_ 1 .....( � Ll x J I , ----....__.._,..._l.._..........._...L__..1....1......1...._, _� :..._.... ...1......L__..... .L.........L......(......1.l....L.....J....:..1.......,... r ; , ...I - __.-. .:, - Q _1___IL_1._1- 1__.1 ' :L 0 ....!.1.....1 i......_i...i.. i f : .l.1.... _.: .1. ......i........1.__..! 1...._..:_..1.._.!........i.. _..,...!........i_...1....1..._.:.-.1.....1.1.....1_.,..11. _:.,::._ __;: :_,.�,. - -1- -- _ _ I.� J l r :i 1ST FL OOR 'r I : _�...._...........1_...............1_......1....�....,....,....1.1...I_.. ..... 1....:......L......I_.....i....l....1_...._...i.._i � . ..l� _(......1._L.....1.._..1... - .. I I , 1-.1-TELL 1 .L;L�_.ILL I - _ ---� ._........- , I I I I II I I I I I II I I I Fj � L I II I I L-- ---- ---------i rJ ` -1 I EX. TO REMAIN EX. TO REMAIN EX. TO REMAIN ----- ----- -- ————————————————————————————-L___� 2870 CW 145-3 CW 245 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA $2500 ALLOWANCE # ; DATE: REVISION DESCRIPTION: BY: PROPOSED RIGHT SIDE ELEVATION �� ..---_., LIBERATORE RESIDENCE Scale: 1 /4"= 1 '- 0" ,� Q � ,, 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK ;:,: ,�� JAMES DE LUCA ARCH ITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATIO REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR �JLSE OF THE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY P NLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: LiberatorE!_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 SECTION R40 .2.2 - MOISTURE BARRIER A I 8'-4" 8'-0" 15-2" A 6-MIL-THICK POLYETHYLENE MOISTURE BARRIER SHALL BE APPLIED OVER THE POROUS LAYER WITH THE BASMENT FLOOR A7 13'-8" CONSTRUCTED OVER THE POLYETHYLENE. _ _ SECTION R4o6.1 - CONCRETE AND MASONRY 26'1--6" 8: 6 $ FO PSTEPSEEK FOUNDATION DAMPROOFING. EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, 1' 6" 8'-10" 7' 0" 8'-10" - ------------` - ------------------------ FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE •`• - .' . ` : :'."' :y ` ': �. I HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL 8" 8" 8" 3" I •, F--------------------------------------, ':, I BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE 8" P.C. CHEEK I I I I FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS — — — — — — P — — — — — — c o FOR STE I I I THAN 3/8" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPROOFED — — — — — — — — — — — — WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD I I OF ACRYLIC MODIFIED CEMENT, 1/8" COAT OF __-__------_ J' r. . .I. '.�' =+ L_—_____ ______---__ _J I I t° SURFACE-BONDING MORTAR COMPLYING WITH ASTM C 887 OR � . . .. I I I o ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406 2 _ _ _ CONCRETE WALLS SHALL BE DAMPROOFED BY APPLYING ANY I ----------- = ----------- -----------� I " �_j L.______ _ ____1 i----r I I ONE OF THE ABOVE LISTED DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN R406.2 TO I I N THE EXTERIOR OF THE WALL. yw I I Unexcavated ——— CORNERS TO BE SQUARED o I BACKFILL AND PREPARE FOR: I _' I ** NOTE ** I PROVIDE CONC BLOCK TO FILL OFF, DOWEL INTO EXISTING I I BLUESTONE ON MORTAR BASE EX. WINDOW OPENING. MATCH I r R:302.13— FIRE PROTECTION OF FLOORS I STEP FOOTING 2:1 RATIO I I TJI FLOOR ASSEMBLIES SHALL BE PROTECTED WITH USING #4 BAR, 12 OC 6 P. CONC. SLAB CONDITIONS AND WATERPROOF I I I I 1/2" GWB MEMBRANE ACROSS ENTIRE BASEMENT • I DOWN TO EXISTING FULL I I SPACING, FULL WALL HGT. I •`. I HT. CELLAR. I 6" X 6" 6/6 W.W.M. I , _ I CEILING OR ROCKWOOL INSULATION BATTING 15'-0" 26' 0" 22'-8" I i BETWEEN JTS I 00 3'-0" I I 2„ STEP FOOTI G 2:1 RATIO I I I I 0 oA I I OFFSET I DOWN TO E ISTING FULL --------------HT_CELLAR. NOTE: o I I I f " ---------------I — ------ PROVIDE FIREBLOCKING AS PER CODE R302.11 I I I I I 8" P. . HEEK I C14FORTS Unexcavated PROVIDE DRAFTSTOPPING IN FLOOR ASSEMBLIES AS REQUIRED R302 I , I O BACKFILL AND PREPARE FOR: I I 5'—2 3 —0 X 4" P. CONC. SLAB I , W W r 6" X 6" 6/6 W.W.M. I I EXISTING„(3) 1-3/4- X I EXISTING „(3) 1 -3/4- X DOWEL INTO EXISTING FDN 11- 7/8 LVL GIRDER _T 11- 7/8 LVL GIRDER USING #4 REBAR AT 12"oC VERTICAL FOR FU L WALL HEIGHT FOUNDATION NOTES: I I LU U iD x a ­3 p I 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND "Iw � o SUCH OTHER WORK AS MAY BE NECESSARY TO THE to --� u- N DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR I I FOOTINGS, FOUNDATIONS, ETC. SHALL HAVE LEVEL, SOLID U � I I I U AND UNDISTURBED BOTTOMS. f IrI c _3 L) L__J 7) Of U 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN u- c of O LL w L O SOIL AT MINIMUM BEARING BEARING SOIL CAPACITY OF (1) LL_ Co I �►- U_ co ONE TON PER SQUARE FOOT WITH A MINIMUM OF 4'-0"I COVER. X ( 3. ALL CONCRETE SHALL BE 3,500 P.S.I. W 14 I W v v W 4. WHERE THE WALLS ARE POURED TO GRADE, AND WATER Unexcavated PROOFED, THE CONTRACTOR SHALL BACKFILL AGAINST w I w I w THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO _ I BRACE AS REQUIRED TO PREVENT CAVE-INS. BACKFILL TO ALIGN FLOOR BE FREE OF WOOD, TRASH, ETC. ELEVATION WITH 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS t— EXISTING KITCHEN ---------- BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE WATER EXISTING (3) 1 -3/4" X 11 - 7/8" VL GIRDER SPACE •,. .•• ...,. I PROOFED WITH AN ARCHITECT APPROVED PRODUCT r r r r —r r -------� I 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH (3) #5 I I REINF I I I I I I I I L__.�1 I L__J L__J L__J I I 7. ALL WALLS TO BE REINFORCED WITH (2) #4 BAR ® TOP, MID Unexcavated II HGT, AND BOT OF WALL & VERTICAL 4 BAR @ 32"OC I I EXISTING (3) 1 -3/4" X 11 - 7/8" LVL GIRDER BACKFILL AND PREPAR i I co 8. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR I I I I r, CONTENT (PERCENT BY VOLUME) SHALL NOT BE LESS 4" P. CONC. SLAB I 6" X 6" 6/6 W.W.M. I i THAN 5 PERCENT OR MORE THAN 7 PERCENT I 9. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE ___--__- SHALL BE A.C.Q. LUMBER. Existing Unfinished Basement Space II ( STORAGE ONLY STRUCTURE NOTES: Of Of 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND L I � U L I L I 6,-0„ POSTS ABOVE. r _j U E- �- DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND N co N I N STAIRWELL OPENING. (PROVIDE TECO JOIST HANGERS v I-,. AS REQ D) w ( X w I w I 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS W LVL, GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO THE FOUNDATION, FTG'S AND OTHER STRUCTURAL GIRDERS OR HEADERS AS NECESSARY 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM I I I SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES OR COVERED PORCHES, ETC. I DOWEL I REMOVE BRICK VENEER I Unex Iavated O 1 — — — — — — 8" P.C. CHEEK Cal FOR STEPS I 11'40" Unexcavated A 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA A7 # ; DATE: REVISION DESCRIPTION: BY: _____________________________________ L I B E R A T O R E RESIDENCE 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 FOUNDATION TEL: (6gi) 367-7011 CELLAR DATE: PROJECT: DRAWN BY: SCALE: 1 /4"= V- 0" COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICAXON, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR OF ESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHTBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I Ie 8'-4" 8'-0" 15'-2" Ile A 13'-8' A7 26' 6" lo 1' 6" 8'-10" 7' 0" 8'-10" ir, I , 2, I ..........._............. .._. .'.............L......................_Lo ... .....i.._......... -- 1... 1 � 0 r..............._LO UTDOOR L - -- --I-- - - I I ------1 KITCHEN . 1 ❑ ❑ ❑ ....- - - _ I ---- ........ .......... — — — — — ...:::::.... — � i T i ..................... ! : F1 i I 1 ! j I I i M j I I ! —————— cq : I ! ! - III ..._......................... _ _1 - - ---.. --- , i . �F , ; : -- I' - -- - .......... --- r _ I RAISED PATIO E.. I : I ; _....... I I 11--- B UETONE.._I _..._............_.�._ - T C_ - 1 -------- -COVEREDPORC �j r ----- �. II ..... -.....__._.... ........._ 011 00 I _.-............... ........_... 25 fi 10 I I I _................... .... _..... �...22' 8' .......... .._...`.... .............. ....... ........................................ f.. >..................... 1— ! ..... _ I .... : A31T _I � A 31' 3X ` - - - FWH 31611 ..� --- -.. . 3X).. FWH 31611 — ` Z- CX 15 _....._._._. I I ----_. .. ... CXW f 55 ...._..' ...._._..........._.::::::::::......: I .............. ' i N , I ;` 1. - ........... 1... --- I '' 5r 2» 3, 0� ! I , -- --- ,! WG' 6 8 -4 I BR AST I T- y---- F 1 p 0 ---- - ' ------1---- �- -i--�_ I ' � � 1--::_____--_ - - - - - - -- I �... : T � I f t LO Lr) 2N. I X ' I I ® II _ Lc) - I- - --�_ - - N 72" CASED I I I U C° ( OPENING I I i o N MAST R BEDROOM F IL R o I I 00 ( I N I — i I : �--------;-----f ILID I__---__- KIT HEN I., ® - 6'0"x8' ' ISLAND I I li I II 04 I I REF. LO rn e- I I I i I I . D.W. ' V I - 2868 I OVENS UP I j _. . P OPENING _I.._.....:.. R LACE 3 —10 6 —2 2 0 7 —0 2 —0 8 RANGE A E O PWDR�-_. (2)1668 I I I -- CL. WASK-IN I C SED FALSE HDR I ._(_..;. � r EXISTING EXISTING -.:_- I KITCHEN NOTE: ........... o LIN. 48" CASED r- -IF --- ....... r......._.. • • I OPENING BENCH I II I i T o�69 i DN KITCHEN LAYOUT FOR ILLUSTRATION PURPOSES � CL. ��� w + °� ONLY. FINAL KITCHEN LAYOUT PROVIDED BY `L ( 42" CASED - . - --i IL--- I : ff OPENING BOOKS / SHELVES I 1 LAUNDRY PANTRY J KITCHEN DESIGNER. KITCHEN DESIGNER/ 5'-0" 3'-10"c° 7'-6" I 4'-6" CONTRACTOR TO FIELD VERIFTY ALL L. DIMENSIONS PRIOR TO ORDERING/ INSTALLATION • II I II ww Hool<s 2868 I 6'-0" OF ANY CABINETRY AND APPLIANCES. * PROVIDE WATER FILTRATION SYSTEM TO ALL MASTER II II 0 REQUIRED APPLIANCES FOR KITCHEN AREA.* BATH REPLACE EXISTING LN z EXISTING LIVING ROOM I I I FOYER I I SELF CLOSING n DOOR W o DINING ROOM !, PARTITION LEGEND: I CX 14 = EXISTING WALLS TO REMAIN TEMPERED — �..: ..................... . . ... :.......:............ - ...;:............__..........:..._............. .................. = DEMOLISHED PARTITIONS --- - -- (3)CW 155 / (2) 3080E TRY DR. (3) CW 155 I z REMOVE BRICK / x = PROPOSED WALLS VENEER COVERED PORCH w z — — _ — — — — — LINE OF WALL ABOVE T UPPER CABINETS II - v~i REPLACE & RELQCATE COLUMNS m X I I REPLACE PAVER FLOORING w GARAGE rul OF e- z 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA '-2' f8'-10" 5'- 5'-0" t8'-10" U) w �# ; DATE: REVISION DESCRIPTION: BY: A LIBERATORE RESIDENCE A7 ,� ^DE Chi 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK PROPOSED FIRST FLOOR PLAN � - ►�'� JAMES DE LUCA ARCHITECT ,� , 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 CX14 CX14 CX14 TEL: (631) g6�-�oi1 SCALE: 1 /4"= 1 '- 0" 5'-0„ 6,-4>, 6,-4" 5r_Orr �, ,. $11 �- 3 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. F THLED UPLI/HESEE ON, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. IL FILE NAME: Liberatore_CONST DFWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I A A I I FTrT------------ --------------- �A LJ LEI L� I I I I I I I I I I I I I I I I i I I I I I I I I I I I NEW F T ROOF I I I I I I I I I 26'I 8tt (4) CU T. FLEX. I TO" H T I I I I I I I I I NEW DORMER " I I I I I I I I I I I - I I I I OPEN TO BELOW ICU- I I I I I I I i I I DN I — '3070 I I 6 —0 DRE SING ROOM--- 1I 'Q it I r rx2'O-n I_4 _j I I 11'-10" I 18' 4 Llo ' r II 0 ...._.....-_ I I N 00 i I I / e e U_ ( 0 LINE OF w \ L72 yv ( PRIMARY BED 0 I I vi 8 FT. HEIGHT cv Wa ` p, 6t_4tt I II ; TRAY CEILING LIN H Q 5-- 6 8 T. HEIGHT W t6'-6" HEIGHT ~ C° BATH — — t5'-6" HEIGHT \ - - $ENC- — �___ LINE OF WALL E ELOW PARTITION LEGEND: ' l I = EXISTING WALLS TO REMAIN CX 145 CX 245 CX 145 EGRESS I EGRESS EG ESS I - = DEMOLISHED PARTITIONS I = PROPOSED WALLS ------------- = UPPER CABINETS 3'-11" 23'-4" 3'-11" Ir 01 A A7 PROPOSED SECOND FLOOR PLAN SCALE: 1 /4 = 1 '— O 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA # ; DATE: A REVISION DESCRIPTION: BY: LIBERATORE RESIDENCE 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAMES DE LUCA ARCHITECT z 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 01c DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC, ALL RIGHTS RESERVED. E DUPLICATIO , REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR US DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberalore_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I NEW 11-1/4" LVL RIDGE EXISTING RIDGE NEW 2"x10" R.R. 16" O.C. PROVIDE NEW KNEE WALL & DIAGONAL BRACING UP TO EXISTING ROOF RAFTERS FOR SUPPORT N W (2 9— 4" 1 VL T UE V LLEY RAF] -__RS — NEW POST FROM REMOVE EXIST. PROVIDE 2 1 2" DIAM. RIDGE tN U ROOF RAFTERS/ ( ) / INSULATION CARRIAGE BOLTS AT EACH SHED �O CLG. JOISTS RAFTER TO EXISTING RAFTER + V \ A x A \ `L '. CONNECTION �, 12 X. - 2ND FLOOR CLG. ---- --- ------- � _ _ _ _ _ _ _ _ f3 _ .;v � �-~' � — — — — — EPDM ROOFING MEMBRANE OVER STONE CAP AND DETAIL T NEW TRAY CEILING STONE VENEER OVER CMU BLOCK (S LAYERS BUILD UP TO ICE AND T wIs i / CHIMNEY WITH OPEN TO BOTH SHIELD O ATROOFAREA,PITCH/8" �X�Z �/ ice/ CLG JOISTREMOVE S SIDES FIRE BOX SHEATHING OVER TAPERED ^� ' i� o SLEEPERS ON 12 TJI JTS I NEW (3) 21" LVL "p i (UPSET) — PRIMARY REMOVE EXIST. BEDROOM NEW 2"x6" R.R. ROOF RAFTERS 2x8 OUTLOOKERS TO p i CREATE OVERHANG I �� ,� EX. FLUSH FRAMED NSULATION 2ND FLOOR N� (3) 14" LVL s 1 — — — 1 ST FLOOR CLG. _ _ _ _ INSULATION — — — X. 2x10 FLR JTS 4-1/2" CROWN AZEK BEAD BOARD I I MLDG OVER 1 x TRIM FINISH OVER 1/2" CDX I I REMO DECORATIVE BOARD PLYWOOD COLU S (V.I.F. BEAM NEW (3) 9-1/4" LVL VL's HDR. I I TO B . CONTINUOUS) IE-- REMOVE 3) 12" REPO TO ARCHITECT I BRICK P AD OUTAND WRAP I I PRIOF TO REMOVAL I VENEER WITH AZEK, (1x10 ON I I I E-- EXISTING COVERED ENTRY PORCA TO BE _. UNDERSIDE OF CASED I i i COV. MODIFIED. NEW GABLE PORTICO ROOF AT FRONT. NEW 10" SQ. COLUMNS; 6x6 LV POST, PACK PORCH OUT & WRAP WITH AZEK MATE IAL. PROVIDE COVERED PORCH I FAMILY OOM I FOY F R I CAPITAL AND BASE DETAILING. I I I NEW BEAD BOARD CEILING & RE PLACE PAVER FLOORING, 1ST FLOOR _ _ - _ _ _ _ _ I — — — — _ — x EXISTING TJI FLR JTS EX. GIRDER (3) 12" LVL's ' -- —————————————————————— 8„ BACKFILL AND PREPARE FOR: b' BLUESTONE ON MORTAR BASE 6" P. CONC. SLAB 6" X 6" 6/6 W.W.M. EXISTING FDN WALL EXISTING UNFINISHED 00 BASEMENT SPACE �—— STORAGE ONLY L_ EXISTING SLAB L----------- -- BUILDING SECTION - A Scale: 1 /4"= 1 '- 0" 4" ROOF WATER CLOSET VENT Ili OR BIDET WALL WALL 151N.-- )f-►{ WALL 151N. - ATTIC SPACE TUB oja'1N. BATH 121LIN.* 21 IN, 30 IN.EARANCE 21IN CLEARANCE WALLMIN. RELOCATE CLEARANCE 2>, TUB 3>, I 24 IN.CLEARANCE IN FRONT OF OPENING LAV SHOWER WC I WALL JFLOORp t. W R 307 . 1 MINIMUM FIXTURE CLEARANCES 2" 3" 2" CO 3„ KITCHEN FAMILY RM. LAUNDRY RELOCATE RELOCATE BAR 2" 4„ I2 SINK SINK SINK pW WA HER 1" O FIRST FLOOR 2" 2" 2" COI 3„ CO 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA # DATE: REVISION DESCRIPTION: BY: 4 CONNECT TO � �` LIBERATORE RESIDENCE EXISTING SANITARY CO � • g D� ,��` 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK SYSTEM � :; � �. JAMES DE LUCA ARCHITECT PLUMBING RISER DIAGRAM 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 Scale: n . t. s. TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. (A7) THE DUPLICA N, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF T SE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY ROHI UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I I E3902,1 Bathroom Receptacles 125-volt, single-phase, 15- and 20-ampere receptacles installed in ELECTRICAL NOTES: bathrooms shall have ground-fault circuit-interrupter protection for personnel. [210.8(A)(1)] ELECTRICAL CONTRACTOR TO DO PRELIMINARY WALK-THROUGH I E3902.2 Garage and Accessory Building Receptacles FOR ALL OUTLET, SWITCH AND FIXTURE LOCATIONS PRIOR TO �r I I 125-volt, single-phase, 15- or 20-ampere receptacles installed in garages PROVIDE HIGH OUTLET & ` and grade-level portions of unfinished accessory buildings used for storage INSTALLING ROUGH-IN BOXES W/ OWNER OR OWNER'S WIRING FOR TV ABV. PROVIDE CONDUIT AND r I or work areas shall have round-fault circuit-interru ter rotection for REPRESENTATIVE FIREPLACE. VERIFY FINAL I 9 P P SEPARATE CIRCUIT FOR ANY LOCATION w/ OWNER. I , personnel. [210.8(A)(2)] _ _. ELECTRIC REQUIRED FOR i�- � � I OUTDOORELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR ROUGH-IN KIOSK- APPLIANCES I� I I KITCttI;I E3902.3 Outdoor Receptacles BOX LOCATION SIGN OFF W/ OWNER OR OWNER'S _ _ _ _ _ _ _ _ _ _ _ _ I 125-volt, single-phase, 15- and 20-ampere receptacles installed outdoors COORDINATE WITH OWNER I shall have ground-fault circuit-interrupter protection for personnel. REPRESENTATIVE ❑ ❑ — — — — — — - — — — — — — ❑ FINAL ELEC LAYOUT/ l; I i [210.8(A)(3)] - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR SWITCH — REQUIREMENTS PIN PIN i <<,......_„ I Exception: Receptacles as covered in Section E4101.7. [210.8(A)(3) CONTROLS PRIOR TO RUNNING SWITCH LEGS W/ OWNER OR I I I I L_--_-- Exception] II - II OWNER'S REPRESENTATIVE E3902.4 Crawl Space Receptacles and Lighting Outlets Where a crawl space is at or below grade level, 125-volt, single-phase, 15- - ELECTRICAL CONTRACTOR TO VERIFY ALL LOCATIONS FOR USB _ I I and 20-ampere receptacles installed in such spaces shall have round-fault CHARGING OUTLET LOCATIONS WITH OWNER PRIOR TO ROUGH-IN I I I j; f- ` I I circuit-interrupter protection for personnel. Lighting outlets not exceeding W/ OWNER OR OWNER'S REPRESENTATIVE I I I COVI�;f�L:1 t'ORCI I I I �1 I 120 volts shall have ground-fault circuit-interrupter protection. [210.8(A)(4), !' I 2108(E)] - OUTLETS NOT TO BE INSTALLED TO INTERFERE WITH - BACKSPLASH TILE WORK OR VANITY MIRROR LOCATIONS. VERIFY II I I I E3902.5 Unfinished Basement Receptacles I 125-volt, single-phase, 15- and 20-ampere receptacles installed in I -` — _ — — unfinished basements shall have ground-fault circuit-interrupter protection ALL LOCATIONS AT WALK-THROUGH I � �-- EXT I � (! � `"� � I EXT � EXT for personnel. For purposes of this section, unfinished basements are ALL SWITCHES TO BE LUTRON AND LUTRON MAESTRO DIMMERS. defined as portions or areas of the basement not intended as habitable OWNER TO VERIFY WITH ELECTRICAL CONTRACTOR WHICH LEGS rooms. [210.8(A)(5)] S _ _ _ _ �s S Exception: A receptacle supplying only a permanently installed fire alarm or IL OF 3 & 4-WAY SWITCHES TO BE ON DIMMERS. ,O I — ( 4� I UNDER burglar alarm system. Receptacles installed in accordance with this --. CABINET exception shall not be considered as meeting the requirement of Section - ALL HI-HATS TO BE 4" LED CANS, WHITE BAFFLES AND TRIM ` ^�1 , �'ti(I I — — —— — _ _ 1 1 I ' -- - I I LIGHTING E3901.9. [210.8(A)(5) Exception] T r I ' EXT ` 1i 1HF E3902.6 Kitchen ReceptaclesKITS EXT PROVIDE WHOLE HOUSE SURGE PROTECTOR % ;� \ �. �{{ \ _ _ _ i I 125-volt, single-phase, 15- and 20-ampere receptacles that serve II countertop surfaces shall have ground-fault circuit-interrupter protection - BASEMENT TO HAVE SEPARATE 100 AMP SUB PANEL ; `. �,, ssssS / A.h �I I I I I I for personnel. [210.8(A)(6)] - PROVIDE CABLE AND PHONE JACK & USB OUTLET IN EACH I ' BEDROOM, OFFICE, LIVING SPACES, LAUNDRY ROOM, AND AS I I - I I E3902.7 Sink Receptacles 125-volt, single-phase, 15- and 20-ampere receptacles that are located PER PLAN. �- �, i I I I within 6 feet (1829 mm) of the top inside edge of the bowl of the sink , ,� I PROVIDE 2Y2" CONDUITS OUT TO FRONT & REAR YARD FOR Y ( I I I / I I I I shall have ground-fault circuit-interrupter protection for personnel. T' FUTURE LIGHTING - PROVIDE TINIER SWITCH IN BASEMENT FOR LANDSCAPE LIGHTING .............. E3902.8 Bathtub or Shower Stoll Receptacles ...... .................... . .. .. _ 125-volt, single phase, 15- and 20-ampere receptacles that are located - PROVIDE WALL OUTLETS TO CODE: COORDINATE WITH INTERIOR �,1,�c��t�ii; 1�1,a�t�t:)��,� I i;"*�i;11tf�> 1vf�t);E. � I -� �( ;_.,:... ._,,,, __.__ ::. _ __:__ I� � � within 6 feet (1829 mm) of the outside edge of a bathtub or shower stall DESIGN HEIGHT AND ORIENTATION ABOVE FINISHED FLOOR (IE: I I i I shall have ground-fault circuit-interrupter protection for personnel. PROVIDE (4) FLO R OUTLETS, \ [210.8(A)(8)] EXI ;TING ELEC i I TO REMAIN I I VERIFY WITH OVER FINAL it I — — — — I \ IN BASEBOARD OR ABOVE, HORZ/VERY) I LOCATIO S AFTER FURNITURE - PROVIDE LIFT MOTORS AT ALL HANGING FIXTURES IN CATHEDRAL PLACEM NT �I I r I E3902 Laundry d5-volt single-phase, 15- and 20-ampere receptacles installed in laundry I ( --------- --- CEILINGS 1 I ' �,1gt�i PEI1L r PEN I areas shall have ground-fault circuit-interrupter protection for personnel. :.l..................._.._......._......................._.. - PROVIDE IN BID TO INSTALL ALL OWNER PROVIDED FIXTURES, A c. FANS, SCONCES, ETC. I � � I I -� /I -�- !._._..._.___ ._.._.._...._.........__._..__..__...._..___...; I E3902,10 Kitchen Dishwasher Branch Circuit V1- - - I Ground-fault circuit-interrupter protection shall be provided for outlets that SID I / y I \ _-� supply dishwashers in dwelling unit locations. [210.8(D)] - EXT ELECTRICAL NOTES: _ ` — _ _ �) TT ELECTRICAL FIXTURES LEGEND — — — — — — — — — — — — — — — 1. ALL LIGHTING AND SWITCH LOCATIONS TO BE SD/CO®MD I/ APPROVED BY HOMEOWNER PRIOR TO WIRING. EXISTING ELE I I / DUPLEX OUTLET; GFI IN KITCHEN AND BATHROOMS; TO REMIji�, PIN _ PIN ��s I I 48" ABOVE SLAB IN GARAGE. 2. ALL LIGHTING TO BE ON DIMMER SWITCHES. 220V OUTLET FOR DRYER 3. RECESSED LIGHTING TO BE 4" IN SIZE. i11i� r --� -- \ JAMB SWITCH DECORA STYLE SWITCHES BY "LEVITON" CL, a4z4 _ _ C11. ( -+� ' I "DIM" DENOTES DIMMER S "3" DENOTES 3 WAY SWITCH ELECTRICAL NOTES: \ 6S—M I I \ LAUNDRY I I� P N 'RY 1 "4" DENOTES 4 WAY SWITCH ALL DIMMER SWITCHES LUTRON MAESTRO \ ss I I SM I� ® ® HI-HAT OWNER TO SELECT, WATTAGE AND MANUFACTURER I -ALL LIGHTS TO BE DIMMED EXCEPT EXISTING ELEC I s {-�- WALL SCONCE : OWNER TO SELECT MANUFACTURER TO REMAIN -CLOSETS MASTER I I� I I � � � HANGING FIXTURE : OWNER TO SELECT MANUFACTURER -LAUNDRY BATH SM HF -PANTRY LtA'1 0 �;00114 I I FON ;R I I I EXTERIOR WALL MOUNTED FIXTURE, FIXTURE TO BE -MUDROOM EXISTING ELEC I I � I I I � WATERPROOF, OWNER TO SELECT MANUFACTURER TO REMAIN DINING ❑ SURFACE MOUNTED FIXTURE; OWNER TO SELECT I SM MANUFACTURER CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) 100 CFM I � GARAGE DOOR OPENER EXISTING ELEC TO REMAIN ALL ELECTRIC WORK TO BE IN SD/CM Q SMOKE DETECTOR: CARBON MONOXIDE (SD/CM) COMPLIANCE WITH ALL APPLICABLE qP I IEXT ..� _ —I EXT ASPECTS OF E3901, E3902, AND E3903. PHO� PHONE LOCATION t. C' WALL OR FLOOR OUTLETS TO SATISFY c� ABLE CABLE LOCATION .COY._. 1 t.)..T'.C.......IZ.......tI. E3901.2 THROUGH E3901.2.3. SM + LOW VOLTAGE (PIN SPOT) — — — —❑ GA1ZAGF PROVIDE WIRING AS REQUIRED O CEILING FAN LOCATION❑ - - - - - - lul - - - - - - - IUI - - - - - - ❑ FOR NEW APPLIANCES, FINAL LOCATION AND LIST BY KITCHEN DESIGNER Fq FLOOR DUPLEX OUTLET PROVIDE CONDUIT, WIRING AND Et EXTERIOR SPOT LIGHT LOCATION SWITCH OUT TO PLANTER FOR LANDSCAPE AND UP LIGHTING ® FLOURESENT FIXTURE PROVIDE 100 AMP NOTE: SUB-PANEL FOR ENTIRE SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED KITCHEN OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING ROOM AND ON EACH FLOOR LEVEL (SHOWN ON PLANS AS ;SD) AS PER STATE CODE R:317/ AJ102.3 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"= 1 '-0" 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA # : DATE: REVISION DESCRIPTION: BY: LIBERATORE RESIDENCE c 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAM ES * ; S DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. I Fill HE DUPLICA N, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR OF SE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROW ED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST CRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I i E3902.1 Bathroom Receptacles 125-volt, single-phase, 15- and 20-ampere receptacles installed in ELECTRICAL NOTES: bathrooms shall have ground-fault circuit-interrupter protection for personnel. [210.8(A)(1)] - ELECTRICAL CONTRACTOR TO DO PRELIMINARY WALK-THROUGH rF_7rT------------- --------------T�-Fr- FOR ALL OUTLET, SWITCH AND FIXTURE LOCATIONS PRIOR TO 4 L J L J L E3902.2 Garage and Accessory Building Receptacles 125-volt, single-phase, 15- or 20-ampere receptacles installed in garages INSTALLING ROUGH-IN BOXES W/ OWNER OR OWNER'S I I and grade-level portions of unfinished accessory buildings used for storage I I or work areas shall have ground-fault circuit-interrupter protection for REPRESENTATIVE I I personnel. [210.8(A)(2)] - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR ROUGH-IN I I I I E3902.3 Outdoor Receptacles BOX LOCATION SIGN OFF W/ OWNER OR OWNER'S 125-volt, single-phase, 15- and 20-ampere receptacles installed outdoors shall have ground-fault circuit-interrupter protection for personnel. REPRESENTATIVE I I [210.8(A)(3)] - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR SWITCH I I Exception: Receptacles as covered in Section E4101.7. [210.8(A)(3) CONTROLS PRIOR TO RUNNING SWITCH LEGS W/ OWNER OR I I I I Exception] OWNER'S REPRESENTATIVE I -` -._.' I E3902.4 Crawl Space Receptacles and Lighting Outlets - ELECTRICAL CONTRACTOR TO VERIFY ALL LOCATIONS FOR USB I I Where a crawl space is at or below grade level, 125-volt, single-phase, 15- I I and 20-ampere receptacles installed in such spaces shall have ground-fault CHARGING OUTLET LOCATIONS WITH OWNER PRIOR TO ROUGH-IN p . . ....... l circuit- protection for personnel. Lighting outlets not exceeding W/ OWNER OR OWNER'S REPRESENTATIVE 120 volts shall have ground-fault circuit-interrupter protection. [210.8(A)(4), - OUTLETS NOT TO BE INSTALLED TO INTERFERE WITH 2108(E)] BACKSPLASH TILE WORK OR VANITY MIRROR LOCATIONS. VERIFY E3902.5 Unfinished Basement Receptacles 125-volt, single-phase, 15- an mpere receptacles installed in ALL LOCATIONS AT WALK-THROUGH unfinished basements shall have ground-fault circuit-interrupter protection ALL SWITCHES TO BE LUTRON AND LUTRON MAESTRO DIMMERS. for personnel. For purposes of this section, unfinished basements are defined as portions or areas of the basement not intended as habitable OWNER TO VERIFY WITH ELECTRICAL CONTRACTOR WHICH LEGS rooms. [210.8(A)(5)] OF 3 & 4-WAY SWITCHES TO BE ON DIMMERS. Exception: A receptacle supplying only a permanently installed fire alarm or burglar alarm system. Receptacles installed in accordance with this exception shall not be considered as meeting the requirement of Section - ALL HI-HATS TO BE 4" LED CANS, WHITE BAFFLES AND TRIM / E3901.9. [210.8(A)(5) Exception] KITS NFAV DORMER- _ E3902.6 Kitchen Receptacles - PROVIDE WHOLE HOUSE SURGE PROTECTOR — — -_ —®— — — -�— — — —ems — — 125-volt, single-phase, 15- and 20-ampere receptacles that serve - BASEMENT TO HAVE SEPARATE 100 AMP SUB PANEL countertop surfaces shall have ground-fault circuit-interrupter protection for personnel. [210.8(A)(6)] - PROVIDE CABLE AND PHONE JACK & USB OUTLET IN EACH BEDROOM, OFFICE, LIVING SPACES, LAUNDRY ROOM, AND AS I E3902.7 Sink Receptacles 125-volt, single-phase, 15- and 20-ampere receptacles that are located PER PLAN. I within 6 feet (1829 mm) of the top inside edge of the bowl of the sink - PROVIDE 2Y2" CONDUITS OUT TO FRONT & REAR YARD FOR I I shall have ground-fault circuit-interrupter protection for personnel. [210.8(FUTURE LIGHTING - PROVIDE TIMER SWITCH IN BASEMENT FOR LANDSCAPE LIGHTING ' OP N TO BELOW OW \ E3902.8 Bathtub or Shower Stall Receptacles / 125-volt, single phase, 15- and 20-ampere receptacles that are located - PROVIDE WALL OUTLETS TO CODE: COORDINATE WITH INTERIOR within 6 feet (1829 mm) of the outside edge of a bathtub or shower stall DESIGN HEIGHT AND ORIENTATION ABOVE FINISHED FLOOR (IE: — — — — _ _ shall have ground-fault circuit-interrupter protection for personnel. [210.8(A)(8)] IN BASEBOARD OR ABOVE, HORZ/VERT) - PROVIDE LIFT MOTORS AT ALL HANGING FIXTURES IN CATHEDRAL 1 E3902.9 Laundry Areas 125-volt, single-phase, 15- and 20-ampere receptacles installed in laundry CEILINGS areas shall have ground-fault circuit-interrupter protection for personnel. - PROVIDE IN BID TO INSTALL ALL OWNER PROVIDED FIXTURES, ��- [210.8(A)(9)] FANS, SCONCES, ETC. E3902,10 Kitchen Dishwasher Branch Circuit SD Ground-fault circuit-interrupter protection shall be provided for outlets that b s SD/CMD — supply dishwashers in dwelling unit locations. [210.8(D)] j`' 'IN(x ELECTRICAL NOTES: I \ SSS ELECTRICAL FIXTURES LEGEND 1. ALL LIGHTING AND SWITCH LOCATIONS TO BE / L..__. — APPROVED BY HOMEOWNER PRIOR TO WIRING. DUPLEX OUTLET; GFI IN KITCHEN AND BATHROOMS, -... 48" ABOVE SLAB IN GARAGE. 2. ALL LIGHTING TO BE ON DIMMER SWITCHES. - 3. RECESSED LIGHTING TO BE 4 IN SIZE. _____ _________ I I 220V OUTLET FOR DRYER DECORA STYLE SWITCHES BY "LEVITON" `DIM DENOTES DIMMER GFI GFI cdsE I I ' s "3" DENOTES 3 WAY SWITCH J1 III ELECTRICAL NOTES: PRIltIA ,II1)140(}'�i "4" DENOTES 4 WAY SWITCH ALL DIMMER SWITCHES LUTRON MAESTRO O- \ ---WID I I ��- ® HI-HAT OWNER TO SELECT, WATTAGE AND MANUFACTURER -ALL LIGHTS TO BE DIMMED EXCEPT S 1 I 1 (�� J--+ WALL SCONCE OWNER TO SELECT MANUFACTURER TIATI I I ....::1:= LLOSETS l I 1 � HANGING FIXTURE OWNER TO SELECT MANUFACTURER -LAUNDRY s s ��'f�.\ 1 HF -PANTRY / J EXTERIOR WALL MOUNTED FIXTURE, FIXTURE TO BE -MUDROOM ;' ! *� — \`, `," WATERPROOF, OWNER TO SELECT MANUFACTURER SS `��— I�L � O SURFACE MOUNTED FIXTURE; OWNER TO SELECT SM �- -O � • �� `�' -�;'� I MANUFACTURER CFM J I ® CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) I I 100 CFM GARAGE DOOR OPENER I SD/CM QQ SMOKE DETECTOR: CARBON MONOXIDE (SD/CM) PHO V PHONE LOCATION 1 c� ^BCE CABLE LOCATION -+- LOW VOLTAGE (PIN SPOT) 0 CEILING FAN LOCATION FLOOR DUPLEX OUTLET SECOND FLOOR ELECTRICAL PLAN EXTERIOR SPOT LIGHT LOCATION SCALE: 1 /4"= 1 -0" ® FLOURESENT FIXTURE NOTE: SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING ROOM AND ON EACH FLOOR LEVEL (SHOWN ON PLANS AS ;SD) AS PER STATE CODE R:317/ AJ102.3 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA # : DATE: REVISION DESCRIPTION: BY: _ LIBERATORE RESIDENCE 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: I COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLI ION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF ESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY ITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I A A7 HEADER SCHEDULE STRUCTURAL NOTES ALL MATERIAL FOR WOOD FRAMING TO 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO HAVE A MINIMUM FB OF 1000 PSI SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW I NOMINAL LUMBER SIZE SPANS YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: I I (2) 2X6 UP TO 4'0" LIVE LOADS: DEAD LOADS: SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF (2) 2X8 4 0 —6 0„ TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF I (2) 2X10 6'0"-8'0" FLOORS 40 PSF INTERIOR WALLS 10 PSF (2) 2X12 8'0"-10'0" 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM IL-A — — — — — — *NOTE: ALL SIZES CALLED OUT ON ANY OF THE COMPRESSIVE STRENGTH OF 3500 PSI IN — — — — — — - — — — — — — - - --- -`, I 28 DAYS. LVL's DROPPED (3) 12" LVL s DROPPED' '' (3) 12" FOLLOWING DRAWINGS WILL SUPERCEDE THIS I SCHEDULE. 3.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED INORGANIC III III L_________ SOIL AT HAVING AN ALLOWABLE BEARING OF 2500 PSF. a a I 4.EXTERIOR FOOTING SHALL BE AT LEAST 3'-0" BELOW GRADE OR a --------------- ---- ---- --------------- --- ----- -------a:= ,.._.,-...- ..... ......:....'..:- .. -......... ON ROCK. PLACE FOOTING ON INORGANIC UNDISTURBED SOIL OR O ---------. - -.- --- --=------- -- -- - --- _-.. --------------0 _..........._.. NOTE: AS PER PART 1265 TO TITLE 19 OF THE NEW YORK CODES W ; SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. RULES AND REGULATIONS (NYCRR) THE SIGN AND SYMBOL STEP FOOTING 1' VERTICAL ON 2' HORIZONTAL. I' I III i NOTIFYING LOCAL CODE ENFORCMENT AGAENIES THE Z W PRE-ENGINEERED WOOD CONSTRUCTION IS USED IN A RESIDENTIAL > O co > I ; n MATCH PLT STRUCTURE, MUST BE PLACED TO EXTERIOR OF STRUCTURE 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED MATCH PLT I J N U J I ; 9'-1" AND GRADED AS FOLLOWS: 9•—,„ I ;I N N " I I NOTE: LLl - � I �i FRAMING PLANS TO BE USED AS A DIAGRAM, CONTRACTOR RAFTERS & JOISTS: DOUGLAS FIR NO.2 OR HEM FIR NO. 2 F- III II TO FIELD VERIFY ALL BEAM AND HEADER LENGHTS PRIOR STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 Q TO ORDERING. FIELD, FLOOR PLAN DIMENSIONS AND 00 LAYOUTS SUPERCEDE FRAMING PLANS 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST MEMBERS..................... MAC MILLIANCORP. L L TO BE 1 '/4" X WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI (3) 9-1/4" LVL's (3) 9-1/ " LVs BLOCKING BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS I NOTE: \�. �1• P4 I 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS AND DROPPED BEAM SUPPORTS. Rs I " , ' I '� � I N 'S � ABOVE. I ; DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIRWELL TPROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED ' I I 16"OC I NE " I 16"O OPENING. (PROVIDE TECO JOIST HANGERS AS REQ'D) OTHERWISE. 2 S — ,----�— —I,, 2x8 CL JTS --___-�--- --- - ALL STRUCTURAL COLS THAT SUPPORT ANY HEADER LVL, - - -- - GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO THE &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS (3) 14"::LVL HDR. FOUNDATION, FTG'S AND OTHER STRUCTURAL GIRDERS OR OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA 16" C ��Q !i I rn HEADERS AS NECESSARY PRESSURE TREATED LUMBER. ��L �> / J 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL I � F ,� I I A > PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL O>pC��'Ii SYSTEMS, GARAGES OR COVERED PORCHES, ETC. FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE '� I 7NEWRAISEDPLT I ( �'F ��J9 I � ' l j SPECIFIED NUMBER OF FASTENERS. I JQj APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE w w o w I o 15'-0- I I it I J� rn CO J co 10. PLYWOOD SHEATHING AT FLOORS TO BE '/,"APA RATED 48 24. EXISTING CEILING I o j I w I I 9`�} � '/� �.��o ; �,�� / O I F J SLOPED ROOFS SHALL BE SHEATHED WITH 5/8 APA RATED 24/0 FRAMING TO REMAIN I 3 U - -�' `� - ,,�,i Q �= EXTERIOR GRADE AND WALLS WITH Ic x (D w I EW FAKE G I ��� I W Z N �'_!- 2x6 RR's I �L �10 i I 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL EX16XOC J I w `�' I LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH " DIA., Z I 16"OC 1 I BOLTS 24" O.C. STAGGERED. m I -- -- i I REMOVE cn =-I EX. 2x6 > 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. cn� I _ DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY CLG JTS DISCREPANCIES BETWEEN DRAWINGS. (` I REMOVED CORATIVE COLUMNS I I I NEW ; 16 'OC 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. (V.I.F. BEAN TO BE CONTINUOUS) Z I v I I i2x8 CL T i I -0 REPORT T ARCHITECT PRIOR TO � x O NEW FA E 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY REMOVAL I N 2x6 R s 16" C FIREPLACES. - m - -J BEARING WALL I li w I I I / LL-I�p I 16"O 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. X. (3) 14" LVL's 0 I 16. PROVIDE 1" +/- NON SHRINK GROUT BELOW ALL BEARING AND ;,` I I I BASE PLATES. F7ZI I III .............I_ I f J i I I R TRUSS SIGN: r PART 1265 TO TITLE 19 — _ +_ OF THE NYCRR 6vl DIAMETER I X I i REFLECTIVE RED REFLECTIVE WHITE • J I (n W w PANTONE #187 n I DESIGNATION FOR — STRUCTURAL � U BEARING A L COMPONENTS THAT N LL II I U II LL 0 THE CONSTRUCTION TYPE ARE OF TRUSS TYPE LoLN DESIGNATION SHALL BE CONSTRUCTION w �( e— "I", "II", "III", "IV", OR "V" N iv I I N TO INDICATE THE CONSTRUCTION CLASSIFICATION 2 STROKE X X OF THE STRUCTURE UNDER w w SECTION 602 OF THE BCNYS a r STICKER TO BE AFFIXED TO ELECTRICAL BOX ON "F" FLOOR ,GIRDERSRANDNBEAMS INCLUDING — . (3) 9-1/4" LVL's (3) 9-1/4" LVL's THE EXTERIOR OF THE STRUCTURE INDICATING i, - THAT TRUSS TYPE, PRE-ENGINEERED WOOD OR " " __ ROOF FRAMING TIMBER CONSTRUCTION HAS BEEN USED "FR" - ------- I -----�-------=-----'------ ---------'------�---- ---_,---------- ------ — FLOOR AND ROOF FRAMING II . — — — — — — — — LINE OF WALL ABOVE] II ' (3) 9-1/4" LVL's _(3 9-1/4" LVL's (3) 9-1/4" LVL's f I f EXISTING CEILING FRAMING TO REMAIN I I I A A 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA # ; DATE: REVISION DESCRIPTION: BY: FIRST FLOOR CEILING FRAMIN PLAN LIBERATORE RESIDENCE SCALE: 1 /4"= 1 - 0" �+ 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK JAMES DE LUCA ARCHITECT #: 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 367-7011 � 17 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. CATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 I Fr P, ----------- F--IT-IF-_7T----------- ... .............. .............. ....... ........... ..... ...... ....... "T= --------------- . =jj LL A LL A LL EPDM ROOFING MEMBRANE OVER (2) LAYERS OF ICE AND WATER SHIELD ON BUILD UP TO PITCH FLAT ROOF AREA, 5/8 SHEATHING OVER TAPERED SLEEPERS ON 12 TA JTS EXISTING R.R. EXISTING R.R. 1W NEW 2"x 10" R.R. NEW 2"x 10" R.R. w 16"O.C. 16"O.C. . .... . 0 r- -------- SLOPE 8:12 > SLOPE 8:12 > (3) 12" LVL HDR. w w z II * 11 4 0 NEW RAISED PLT _j 15 -0 > *4 1** c� c� +1 I. 1 FL i II CNco0 I I co z z 1r,r- EWRAI U) x Uj II II III II . ... ........ .. ..... ............ ...... U) J I *40 xh. w EXISTING RIDGE j NEW(3)21 LVL(UPSET) F ... . CONTACT ARCHITECT PRIOR TO ORDERING ...... NEW KNEE WALL ABV. UPTO RAFTERS EXISTING RIDGE J L---- ------ .. ..... .... ..... ............. 054.- ------------- --- -———————————— F_ ---------- 17 II II II z 0 ............ U) x x EXISTING RI LLL L-T.- —————————————————— 2' 9-J11/4" LVL:Id DR. *4 1* 1 LF_ POST z ------- L . I w I RIDGE x 6 0 U) D) 1%00" 4— w ,kv 1%001 z w 91 2"x6" iI U) \ I SLOPE x z oo w j:I _O" 2'x6"- I TRAY' CLG.1 LL_ > L (s_6DP1;iD4' Lj_ FL 0 �z zt LINE OF LIN OF �I. .............. .. ....... ....... ...... .............. I TRAY CEILING 8 T. HEIGHT ct NEW 2"x6"C.J. T� 8 FT. HEIGHT 8'4' of I 0 V Z FLAT CLG. 16"O.C. R. I z ±6'-6" HEIGHT w 1011 p z p 16 O.C. el LnNEW 2' R.R. NEW 2"x 10" R.k. >< Ild x10"R. x ±5'-6" HEIGHT w 16"O.C. 16"O.C. F__-L4 w ............. _J SLOPE o-.-Te SLOPE 8:12 F ................................ 4 )9""� 1�)W C, NEW 2"x8"C.J; - ------------ -4 6!!0.G, ----- ------- ——————————--——————4 ——--—————————4F-4 w x co x 0 EXISTING R.R. w EXISTING R.R. �9-1/4" LVL HDR. u) POST > < RIDGE C--- .... ....... co �< w 0 ot, N NEW 2" 9 NEW 2"x6" .... .................................................................................. w SLOPE wSLOPE 5:12 z 3$—Opt A A A7,OV CEILING FRAMING PLAN SCALE: 1 /4 1 - 0 ROOF P L A N STRUCTURAL NOTES SCALE: 1 /4' _ 1 0 NEW SKIRT ROOF EXISTING GABLE ROOF 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. FRAMING TO REMAIN SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW MAC MILLIAN CORP. LVL MEMBERS TO BE 1 3/4" X WIDTHS OR DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY HEADER SCHEDULE YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI DISCREPANCIES BETWEEN DRAWINGS. ALL MATERIAL FOR WOOD FRAMING TO BLOCKING BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS LIVE LOADS: DEAD LOADS: AND DROPPED BEAM SUPPORTS. 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. HAVE A MINIMUM FB OF 1000 PSI SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF 7.PROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY NOMINAL LUMBER SIZE SPANS TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF OTHERWISE. FIREPLACES. 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA FLOORS 40 PSF INTERIOR WALLS 10 PSF (2) 2X6 UP TO 4'0 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. (2) 2X8 4'0 6'0" DATE: REVISION DESCRIPTION: BY: COMPRESSIVE STRENGTH OF 350C, PSI IN OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA (2) 2X10 6'0 8'0" 28 DAYS. PRESSURE TREATED LUMBER. 16. PROVIDE 1" +/- NON SHRINK GROUT BELOW ALL BEARING AND (2) 2X12 8'0"—10'0 L I B E R A T O R E RESIDENCE 3.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED INORGANIC 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL BASE PLATES. SEA 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK SOIL AT HAVING AN ALLOWABLE BEARING OF 2500 PSF. FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE *NOTE: ALL SIZES CALLED OUT ON ANY OF THE APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE NOTE: FOLLOWING DRAWINGS WILL SUPERCEDE THIS 4.EXTERIOR FOOTING SHALL BE AT LEAST 3'-0" BELOW GRADE OR SPECIFIED NUMBER OF FASTENERS. 1. ABOVE.DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS SCHEDULE. J A M E S DE LUCA ARCHITECT ON ROCK. PLACE FOOTING ON INORGANIC UNDISTURBED SOIL OR 10. PLYWOOD SHEATHING AT FLOORS TO BE -/4"APA RATED 48/24. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIRWELL 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 OPENING. (PROVIDE TECO JOIST HANGERS AS REQ'D) TEL: (631) 367-7011 STEP FOOTING 1' VERTICAL ON 2' HORIZONTAL. EXTERIOR GRADE AND WALLS WITH 1/2" 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS LVL, 0 GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO THE 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL FOUNDATION, FTG'S AND OTHER STRUCTURAL GIRDERS OR DATE: PROJECT: DRAWN BY: AND GRADED AS; FOLLOWS: HEADERS AS NECESSARY LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH 1h" DIA., 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL BOLTS 24" O.C. STAGGERED. PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF RAFTERS & JOISTS: DOUGLAS FR NO.2 OR HEM FIR NO. 2 SYSTEMS, GARAGES OR COVERED PORCHES, ETC. STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATIO , REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR TIO ' ,USE OF THEVDRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PQQ;9�0NLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore—CONST DR\NGS-7 9 25.dwg PLOT DATE: Friday, July 18, 2025 _..,._-._-._._._..,_-.-_-_-,_-._-._._.�._.._-.-_- ---,__ ___-.__..-__.__.-.._..-._ ...._- __..__...-._ , -,._-.._.... --_.--. -.._ ._._..-._._..._-.-_.""._.. -_.. Table A-3.4 Uplift Strap Connection Requirements(Roof-tO-Wall, �� ���r� Table 3.10 Roof Sheathing Attachment Requirements for Wind �` RIDGE TENSION STRAP •"`'.;2x4-C,ontlNoUe ,'. . '1' . i• " I Table 3.1 Nailing Schedule _ Wall-to-Wail,and Wall-to-FOundatlOn) p Loads Ex assure B LSTA-a.8, USE -8D N1,.ILS 'iaterhf:h7"!t.v=_ :'•:'7nige erCeli)ngJoist IN EACH END AT EACH --- 246d GOMMON r '.' Numberof Numberof (Prescriptive Alternative to Table 3.4) - --- --- ROOF RAFTER, REFER - e _ 6abte End-Tn1e. ,•, TO'rABI-.E 3.4 FOR 44+ OF ( @`6 Oz. l.F.. t1s.;.• Joint Desuiption Common Nails Box Nails Nail Spacing Dead Load Assumptions:RooflCeiling Assembly DL=15 psf 700 yr.Wtnd Speed 3-second gust(mph) Y10 YYS 120 I30 140 Y50 160 170 180 19S NAILS REQUIRED �2 ��vr ROOF FRAMING t 2 700-yr.wind speed PREDEFLEGTED , Rafter to Top Plate (Toe-nailed) (see Table 3.4A} (see Table 3.4A) per rafter 3-second ust(m h) 1Y0 Y35 120 Y30 140 150 160 Y70 180 Y95 ST CTURAL SHEATHING a': Ceiling Joist to Top Plate (Toe•nailed) (see Table 3,4A) (see Table 3AA) per joist E f E F E F E F E F E F E F E F E F E F . HOLD OOMW(EA.SIDE) o-8d Nelts . 11 Roof Span Number of d Common Nails or 10d Box Nails Rafter i Ceiling JoistloParailelRafter (Face-nailed) (see Table3.9A} (see Table3.9A) each lap framingsparJng(in.) t'A'. /Truss (ft.j in Each E d of 1-1/4"x 20 gage Strap • Celling Joist Laps over Partitions(Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap z Framing Rafter/7russ . . r' ;! Sheathing Location Maximum Nail Spa rig for 8 Common Nails or 10d Box Nails(inches,o.c.)z $d•COOIBr:Na118:dt 10^0.O. i Collar Tie to Rafter(Face-nailed) (see Tahle 3.6) (see Table 3.6) per tie 32 1 1 1 2 2 2 2 3 3 4 Specific Spacing(in.) ' Blocking to Rafter(Toe-nailed) 2-8d 2-S0d each end 16 1 1 1 2 2 2 3 3 4 4 Gravity,G i . B r a 1 2 16d 3 16d ach n 20" tl: `: :'a.1:".' .2,-•<. 2 s, >= 3.<: .. 3".'" 4>`, w '," `,,;" ; : RAF'.CER .r u`:. I Rim oa d to Rafter(End n i ed) e e d , - 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2•X4-_elnok i�aged:to each -- i6 ","2a; 1 ,:, .,ti .,`. ,:.•2 3;,:. .., „3 4-;',.. ,1;:,4a4<:,., <:5,,°-: - WALL FRAMING s ` :`; ;,. h, 0 49 16 Y2 6 12 6 1 6 12 12 6 12 6 12 6 12 6 12 6 2 . • G' j6u burrjlce With 4'-1od.i�Ue I ,,< g• 1. 2';i s 3 5''' 7 " 2 6 Y2 6 2 z' "2 : 6 12 6 2 6 12 6 12 6 12 6 12 12 i a. ,i lnttB09rd'.. i d - I �p ! Top Plate to Top Plate {Face-nailed) 2 6 2 16d per foot "32''"" ,!-Y-: 2 " 2. ,r ` 2^ ..m :::3: _ 4 `' `"4" S,:,n+ m6<"' 7" 24 6 i2 6 12 6 2 6 12 b 1 6 12 6 12 6 12 6 Y2 6 Y2 ,.; ' Top Plates at Intersections (Face-nailed) 4Y6d 5-16d interior Zone . joints-each side 2b ttage.Strap• 36 2 2 2 3 3 4 5 6 7 8 12 6 2 6 12 6 12 6 12 6 12 12 6 12 6 12 6 6 12 TYPICAL GARNER : I .:5d Cooler"all .at r o is. - Stud to Stud (face-nailed] 2-16d 2-i6d 24"o.c. 1 prescri rive limits are based on assum bons in Table 3.4. 16 6 1 6 12 12 6 12 6 12 6 2 6 12 6 12 6 12 6 12 .s . ;10-8d Molls . i • Header to Header(Face-nailed) 16d 16d 16"o.c.alongedges p P 0.42 19.2 6 1 6 Y2 6 12 6 12 6 12 6 6 12 6 12 12 6 12 "� TfE-"DDY�N t�"1.AN pETAf� 2 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psf=9 psf). if a ceiling assembly To or Bottom Plate to Stud End-nailed see Table 3.5A 24 6 12 6 12 6 12 6 12 6 12 6 12 12 6 6 6 6 6 RIDGE BEAM •rj( 6 NONE indwell 8ttide, p ( J ( ) (see Table 3.SA) per stud is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall be Increased by 1 nail at to ,2 each end of the strap. 22 6 12 1 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 i ' ' Bottom Plate to Floor joist,Bamdjoist,Endjoist 2-16d 2-i6d' per foot 0 49 16 6 12 2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 �^� i g( ) 3 MinimumA57MA653Grade33steelstrap. RIntiE ,TENSION STRAP DETAIL - 'i - • or Blockin Face nailed 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 b 6 4 4 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length 24 6 12 6 2 6 6 6 6 6 6 6 6 6 4 4 4 4 4 i ' • ' : FLOOR FRAMING ' - r- Perimeter Edge Zone �y r and the jack span. 12 6 12 1 6 12 fi 12 6 6 6 6 6 6 6 6 6 6 Tipu'�'oat b-D%i ty • I, . } . Joist to SIli,Top Plate orGirder(Toe-nailed) 4-8d 4-lOd perjoist I" "'�" "' "" �'�"" "" ' ""' 0.42 16 • 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 4 4 4 4 ' Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Table 3.5A Top and Bottom Plate to Stud Lateral Connections • ' .. • ,::-:,_PR)=flL'•PLEGTED "FQ�prb &$a .:rC®it�nr�alraeing: �b19®ndwlaiMi, • Ex osure 19.2 5 12 6 6 6 6 b 6 b 6 6 4 4 4 4 4 3 3 . . •i'• Blocking to Joist(Toe-nailed) 2-8d 2-10d each end for Wind Loads 24 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 _ • . ' '. N "Q MIN�.Sim � "'' Blocking to Sill orTop Plate(Toe-nailed) 3-16d 4-16d each block (Prescriptive Alternative to Table 3.5) Gable Endwail Rake or 0.49 - 6 6 6 6 6 6 4 4 LSTA 18 @ i6" C]►-C: FROVI7aE - . Ledger Strip to Beam{Face-nailed) 3-16d 4-16d each joist Rake Truss with up to i' ( • Joist on Ledger to Beam(Toe-nailed) 3-8d 3-Sod per joist 6-xOcl NAILS @ EACH END 4DF - ' Rake Overhang 0.42 6 6 6 6 4 4 4 3 n• d• Abr.,WR BOLT Band Joist to Joist(End-naliedJ 316d 416d perjoist 700-yr.WindSpeed wSTRAI? IN'r<� STUD t TYI? � _'--STU in 15EARNG " Band Joist to Sill orTop Plate('Toe-nailed) 2-16dz 3-16d per foot 3-second gust(mph) 11a 115 120 130 140 150 160 170 180 19s ARD SHEATHING • ' EACH STUD) • ' PLATE - . . - . . ROOF SHEATHING . Stud Rafter/Truss C �s i Wood Structural Panels 8d 10d (see Table 3.10) y z Sheathing Size Minimu Numb of 8d Common Nails Per Support ti'�' 1�2 CDX EX TFA RIC 1 R •• i Spacing Wall Height(ft) Required Number of 16 Commo Nails or 40d Box Nails per Stud to Plate Connection Sparing(in.) w SHEATHING TO BE i CNW 10 Diagonal Board Sheathing {in.) 1x6 or 1x8 Sheathing Y2-19.2 2 2 2 2 2 2 2 2 2 2 1"x6"or r wid 2-Sri 2-10d per support NAILED TC? BOX �t p R I,g j fg 1"x10"or wider 3-8d 3 10d per support 2 2 Yx10 or Larger Sheathing 12-19,2 3 3 3 3 3 3 3 3 3 3 - . . CEILING SHEATHING '' • ' , . 8 2 2 2 10 2 2 2 2 2 2 3 -.•r= -s^ :,{ -r;- I1:::•; «,,,;"• r✓,- "" •, E Nail spacing at panel edges(in.) ,� ..• 2 2 -' " ' Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field F! F Nail spacing at intermediate supports in the panel field(in.) " t yy 16 i4 2= Y 3':' I .. ^� WALL HEA ING S TH ;::: f - For o i 1 r o sheath n wi hi 4 r t n feet of the a im r etc ed a of h r t e oof in i i cudn f �15 4 eet on ea h i B P c sde f f :2,: ea f +2.� X� '2- 3°>` `3 °'f�" B the4 oot erim r u,`' ;;�,,,'`.... P k etc ed e a:. _ P B r r 1 eT Ie ' - W d t uctu al Panels 8d Od s e ab 3 31 - 0o S ( ) «18 2 2 2 3 U 3 4 4 zone attachment requirements shall be used. Ir -- 1ICJR I' Structural Fiberboard Panels 2 For wind speeds greater than 230 mph,blocking is required which transfers shear load to two additional joists(3 joists total). 1/2'. 1l ga.gale. roofing nail - 3"edge/6"field 20 2 2 2 2 3 3 3 4 . . " . -___._......_..._-..._____-------- -- - .. � AI�lG BOLT ,.._ - 't�'1'PiGAL C,C�RNER .� ( � (0.120 x1 1/2 long x 7/16 head) 1 Prescriptive limits are based on assumptions In Table 3.5. Table 3.11 Wall Sheathing and Cladding Attachment - . . _ , ' • • ` TIE-t7pl'VN SEGTI4N DETAIL f 1 2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located r.Aposu re . 25/32" 11 ga.gaiv. roofing nail - 3"edge/6"field Requirements for Wind Loads ' • ; (0.120"xi-3/4"long x 3/8"head) within 8 feet of corners. . ' . '. • ,•. SCALER @LONE ._ _ I Gypsum wallboard 5d coolers 5d coolers 7"edge/10"field , c p : � '• - -� . ' ..I i - �'• • TableA-3.6 Ridge Tension Strap Connection Requirements for Eft ®C�rA 700-yr.WindSpeed3-secondgust(mph) 110 its 120 130 140 1so 160 170 180 19S • Hardboard 8d 8d (see Table 3.11) s �w r Particleboard Panels 8d 8d (see manufacturer) Wind - „ _ . Diagonal Board Sheathing (Prescriptive Alternative to Table 3.6) E F E F E F E SFR E URAL SE EAFHI EG F E F E F E F r i r � 2•-I6d 2:4MMON "51MP5pN" +ND U A' NAILS ® 6" O.C.. (2)Zit HEAPM OR' Dead Load Assumptions:Roof/Ceiling DL=15 psf to ,S FQi? �� i BEAM 1"x6"or 1"x8" 2-8d 2-10d per Support ---- Sheathing locationz Stud Spacing Maximum Nail S cing for 8 Common Nails or 10d Box Nails(Inches,o.c.jz's - E 1)v ,j ` 1"x10"or wider 3-8d 3-10d per support 700-yr.Wind Speed (Inches,o.c.) { • 1z 12 6 12 6 6 12 6 12 6 12 6 12 6 12 6 22 6 12 +�,�` {' OF STUD I 110 115 120 130 140 150 160 170 180 195 Ear . •• ' 1.,,•,TA 3OG@ 1Fa":O.C.,'RROVIDE TRUf:[UE2AL . FLOOR SHEATHING .. 3 second gust(mph) it Interior Zone 16 6 2 6 12 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 , E ' El-10a NAILS @ EACH END OF Wood Structural Panels Roof Span z,zt•4,11A' 24 6 12 6 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 1"or less 8d 10d 6"edge/12"field Roof Pitch ft Numberof 8d Co an hails r SOd Box Nails in each end of 1-1/4"Strap -_ STR,�P IN,I`O S'TLTD ,IyP ' • ( Pii3EWA-Ada CO(lk-14 greater than 1" 10d 16d 6"edge/12"field 12 1 1 1 2 2 2 2 3 3 4 12 6 12 2 6 12 6 12 6 Y2 6 Y2 6 12 6 12 6 12 6 22 •--• Diagonal Board Sheathing 16 1 1 2 2 2 3 3 4 4 5 Perimeter Edge Zone 16 6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 , EA40114 STiJT�� . ' , 1"x6"or 1"x8" 2-8d 2-10d per support °;.,, � T° 24 12 6 12 6 2 6 12 6 12 6 12 6 6 6 6 6 6 fi 6 ' +E !I THFMADEP••ROP (no BLOCK1145 I . '2' z s z 3 "4 a ,_5 _•-.-._•._.-.-..r-.---_ f' ENDWAI.L 1"x10"orwider 3-8d 3-10d persuppo ;mpw. . , rt 3:12 ''3 2 Z.ri'' ,say2 11 4, 4 5: S`':- BOAR SHEATHING or LAP SIDING piA .• , ?.:'. q El Nailing requirements are based on wall sheathing nailed 6lnches on-center at the panel edge.Alternative nailing schedules shall '' - -: s:' w'= : >;�5.�,t ,.,.x,_„'..: .au.,'. .,> Sheathing Size Rafter/Truss Spacing . i r.• wF be used where wall sheathin nailin is reduced.For exan le,if wall sheathin is nailed 3 inches on-center at the anel ed a to 32 2 3 4 45 6 7 8 g Minimum Nu ber of Be ommon Nails or Sod Box Nails Per Support . i `; •IV. OF FLOOR.JO•IST "COUPLER . B B P 8 P g (inches,o.c) obtain higher shear capacities,nailing requirements for Aructural members shall be doubled,or alternate connectors shall be 36 3 3 4 5 6 6 7 8 . used to maintain the load path. 12 1 1 1 1 2 2 2 2 3 3 1x6 or1xB Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 i1 r WT • z When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 16 1 1 1 2 2 3 3 4 Larger5heathin 12-24 3 3 3 3 3 3 3 3 3 3 .«.. .....�. _ ... : ., - . ' 1x10 or 1-16d nail opr foot, Z6, =4: -}Z,> Z.V«, _.A Z;u : 4`, k 4,:x ri5 ' a:12 E - Nail spacing at panel edges(in.) • 24. 2 ,2. 2 ,2° ,3' g 4 . A „S. i a.; . F Nafl s acin at interme i t r in h i . . . ;d.' d o e su o is t o ane field n _ Table 3.2A Sill Plate to Foundation Connections Re 6 i t . . 55tn p B pP p ( ) g 28' 2` 2' 2' 3 L`' :A;:' :'a {" 7 ss E 5 T•`_ w R T r'' * Exp®sure xla MIN- I3 NG ON Shear Loads from Wind ..• :, , :..:_ 32 2 2 2 3 4 a 5 6 6 7 : _•FRAMING SiJRFACE ' `' NEM ' 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. -•-� .��-?� ..� , (Prescriptive Alternative to Table 3.2) 36 z 2 3 3 a s s 6 7 a .�f � ' -' 12 1 1 1 1 1 2 2 3 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42 5 G<0-49. N STUD ABOVF Sz EELOW - -,-4>•. y Z , FLOOR FTZAMING d .:��.., ,.1 . - . ;.. • :. u. . 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. - - r-1r=- -�:�:. .-E•N r. 700-r.Wind S eed 3-second ust m oh 110 115 120 130 140 1S0 160 170 I80 195 16 1 1 1 1 2 2 2 3 3 _ - -, ••' aw y. Y• 'O.:. .q0•'� �... n., ..:...,;, o y, ...,.o ,. in Dim n i ;-20: "1"^,: ;;',1`. 2 3. iix:. ,+ (� i- Buitd g e s on z„ Zq , z It F t',> `ri Anchored oundation _ 3 D,V 'v_? - •l x < t E,z.;• 5:12 ::, •'>,l .2._ �•t .5 i.. v ...-." _ _ - _-.. - Perpendicular to Sill N mber o Bolts Re uired in Sill Plate -,.. 2;: 2`:- 3 3,, 3,.<, `'•4."'.` E p r - __..___ - -- - ----- -_. Size Supporting q ,, s.. k:' ,.. late Ft :38;';. .• .- 2 2. .� 3' y''; q` % :4: 5t'''' •r , 32 2 2 2 3 3 .4 �^ �-' . ZO' 2; 2" 3` ' 4"` 36 2 2 2 3 3 4 6 7 u d; «5?;"` ;�51';` 12 1 1 1 1 1 1 2 2 2 2 1 , U �AyJ�� �i� ^ i✓NO 24 3 3 3 4. 4 5 5 6 �Tl* TUR' M�` 28 3 4 4 5 6 6 7 /'8 a I6 1 1 1 1 2 2 2 2 3 3 �'� \' ��•,t� 32 4 4 4 5 6 6 7 8 9 - ,x:a:. <.,I y. ... .. �C,ALE. RTA , '`. 1. :1' 1 Ha z. 2 ', 2`b, l't2 »3` l k Roof&1 Floor v n '.x• ,.r-,,. - „g ,x.,.�. - w.. ... ,. , ,. ,.g:. b• r. 1 1 a . I'4 6:12 a 24' 1'�s 3 ,2`.-` ,'�, ,.2 z,,-, .4.. '4 3 , , , }' „ 7• .. . 4r•• 40 q .4�. >5'. - - - 5`' S -1 9-. 2 •;: EX'I'E RIOR WALL ,j •z, �is=. ,�. �:2 2,, 4.: 4° ,..:;,,'r, 0 `a:-•..4. =:,5° .,b ;. =•:g, 10�< 4 art-ttg _...,.,-. .<,.. :: 32 2 2 2 2 3 4 4 5 'I aSHEATHING ... ,r W-.>s•1 � °,I.? 60 6 6 7 8 9 SO 11 13 14 17 fE 70 7 7 8 4 10 12 13 15 17 20 36 2 2 2 2 3 3 4 4 5 6 ..' 80 7 8 9 10 12 13 5 17 19 22 '' ,Ill '�:<,- ''':: i:S 'F 7 1z 1 1 1 1 z z 2 2 LSTA 3 O 1fa" O_C. PROVIDE i �� tom' 3 „ ? 0 3• 4, 4 $,x. 'S rri 9. 16 1 1 2 2 2 2 2 3 ` `.' rj:'}�._.a--:SWd3rYofft `;, s jt ra 'c., i`r ...a,..,... ..w.... ,. ,};.; Ott, :;,,� i2,' i 2 .' ;b 7 r- 9 :,i0. -:�, k ti ;.,::4y. }a..s i' 6•- O N L EAC END F a 1:' 1" 1 d AI 2< 3: 3^ .4 yy 9`.3.`" 1 M. ``i s �•r. 1. 7 12-12:12 ,.s� Z 2 6 8 s " --S�Cii A.P' INTO STUD Z'YP n �d HDU QTT2Z 36 5 6 fi'' 0 r �,., �t. 6 T ( er. 8 ^8. 9 10 2 '1 3 15 'S Z„. .,a� taG,. 'D } Roof&2 flo j ''fi: ors �•' 40 6 6 7 8 9 10 1 i 14 17 g2^. 2 `2 -" UfaGtu'i0A - I x.v i` `s 3 a 5� � EACH S'1'UDa INSTALL F►E � :�4:. ��. ;; ,:�; U.S.Patents 10 11 13 4 S6 18 21 TOP pdr(oses " -' , N•'. ,'" 50 7 8 8 3 3 4 8.112,495 and r: °a' t "; x s 36 2 2 2 2 3 3 4 4 5 6 - Z'WEEN MUD SILL AND t 5,979,130 8 ,.^ }0; j ",, .1 bS 7^.:'F`19x:. '21-.. ','25'`; " Fastsitet .::> R`E.:,,, *,,,s.x ie' <, °. f. O DATIOr7 WALL Sae Xkr. , ., 1 Tabulated connection re uirements shall be ermitted to be mu f led b 0.70 for framin not located within 8 feet of buildin F FO UN tdCG7) r h b.;S, 3 ,;. 70 ;+30' 1D 31:`'; "13 '15 1fi'°.' :20= >..,j2r:.. :''ZS` ,29, q p P Y B B t100�Yr54( )p. .-'d, W•, w: SU :"11 2 :Y9 :;YS: ,.1, corners. ..... ..... .,� '�', `lt-.�" k« 1 7.` 2(7 23.`-`z25:'' 8": ',33' « .. t k• , 28 5 6 • 6 7 8 1 11 12 1 16 - 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 10 psf-6 psf). TERMTI'.F' SHIELD .- - ,� " ,• a• 4 8 P P car B p p B P Y ' . 5',°# r. Y:,. :; :v 2x y 'z-� 32 6 7 7 8 10 i 12 is is 28 3 Tabulated connection re uirements are based on a 12 inch rid a stra s acin for different rid a stra s acin ,multi I the tabulated OVER SILL SEALER. t.. r, '• ".';', n : [ ,,,<� 36 7 7 9 11 12 14 15 17 20 ~_ __ ao 8 10 12 13 17 s b th a Hate mu w: } Roof&3 Floors, ;- "••,. - e Ridge Strap pacing o 12 16 if$n valu ro Iti tier bet is 1 19 22 S (in.) 19.2 24 �� (`>• ; so. }0' 1 i >a ..1s' .17;y is z "`" ,.24: `2a' "-`� . �, � ° , .. t ,a „ •• Multiplier 1.00 1.33 1.60 2.00 4.00 $ DIA. ANCHOR BOLT ;_ '' k :" 4 4w `x >6D,, �'^ 11'- >•12 '9,3 '"'iS" •20-.=: +23' v.;2S:'u' 72$:'y; ,"e, .1....._,..... .7r� �. .>,a.,, ;, !, ' 4 When the tabulated number of nails re u' s ; 70>,,°•° 13` `14<;- 15, 1«"' °2 .. _,.26 `:;3S1';;'':'>33"; ;; 3 q ved in each end of the strap is equal to 1 and the framing is attached in accordance with C MIN. EMBEDMEIV'T� `„''k':`, Horizontal HDU Offset `` Installation so 14 i6 17 2C!:` ,;23'` 2b'' :-+30'- $4 f"-`38'• 44` Table 3.1,the ridge strap and additional netting is not required. sa ss ;f Typical HDU Tie Vertical HDU ' • W/ 3 Tc 3 I3P' WASHER "� :. .` _ aetween Floors Installation (Plan View) ' Anchorage required to resist lateral loads shall be determined In the undatio design per Section 1.1.4. 5 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required In each end of the collar tie need not exceed 23 OC '1 See an V ew 7. the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed the tabulated number of SOd o r . �/ b x nails in a steel strap. •y ., �: • Table 3.2B Bottom Plate to Foundation Connections(Anchor Exposures 6 1-1/4"20 gage ridge strap shall be ofA5TM A653 grade 33 steel or equivalent. -• • _ -� ,, _ _v __ _ __ _ rid r 4 >.� - Bolts Resistin Lateral a Shea Loads from Wind .>., ) RAD ,yip,;: <.,t..'�':" 7 F r ckra er !i nn i n '�;r:+,..••x;:. o ft u ft o ect o s u e o a t o ice 'a k r i n th.T jack raft I n in es the overh n s=r:•' a c s a r of s n e ua t tw the c rafte a he ere clud a -� :� - ^- I P P q 1 B J B� w s... ;Ll ) g linen )and:'.; . r;, �:�`,<.-,,. ;A Idaraale•'f®hsio`t:obt�s`Ins.T �. ., ::u,.:, ,::x'T i4lltiitu tt . ., In;; 4 �: < -;; :.ke, a3BR ra..as "ao, :.. . :K'4:r , .-Sa. ,i .tNi P ri iv Alte native to Ta le 3.2 >:�: .�>=��', , ( n a >�: .r: p e rid the c s a ��2'• ' t.Bth )a. _ .. Q lilt �q ;ii' .� :. ... a d,i:;.. r 'F-!I',,-'a., y art 0d 1' �, ((EE Y. 'y> h "� 1 F' x.>" • ,A• :<. .x. Pa •y., e. �'ttl f a :s :"^ii`w:. ;f` :;,ti:;. '.�5�^�� � nit ,r::::. nh :s, y`, etlee't(oli°a ,4.Y,,, 3';R r- i:t i'`; u n o,. •�f, e ilin is ei din n ectlon Re Ireme is Table 3. A Raft r Ce Jo t Ne J t Co n -.:zi-'>�; / g q x�, c.. -rk'`rs �E ,a9. .l• •� `TtJ,� � �` R t•. � s F r: ' :x. E� SO # '1i .$ SP P%: iluvl$ 'a y Vic:? ((M:��.. x�V n.a� - '"�E �'�+':S:`` ��+`}}((�E s��e'L/hyil�,,rr for Ex osures B&C and ail Wind S cods �f, ,.,�•; � ((�� y�(y i?ti" ?�' �••`_ P P P e ri tiv A e a 'v Ta le �:�,. �i::r ':�.�: `•�� �" ;k°t�=�- •.r7•` � ( r sc e it m b e to b 3 9) :. : "'s.:. r ;: ... P _ t fir' <:�.��,. r : > ' � ::. r;: �•,.gyp, ,.,, ,.__r'F Maxmum Anchor col �•.:, - ,� 3' Syr. H 17 _ __ E �i' 3±�`>: =:3 rt �s§ D `fir.. O�`�.�2aS 14:;,:' �,•g rise` l. .l - <:�,°r�`��:;��:;��►?� S,�a''k2 .c':r ,.:'r ,;<> 'f ( •I t z ,4 Roof Live Load Ground Snow load , . r.,. of a �e ~� .�, ai :;:�v.>•r. AnChore I Di m t r in �°a 'i acin in. •::: B a' 20 sf 30 sf SO psf 70 psf � _ .,4+�� �w :,'I!1,` ;3";:;s,+,:13..,s ,.� `•1 f, ,1.,a�,, a��1+�?.�i�$ k2�,; 3 w�.M, v>� .5`:Ik'r�.:�:�,�.;4Q8�1 rh.�;: ,�.:>Q1`��r^�:i'k�: s a" as Roof S an(ft) i HDU/DMZ Holdowns 12 24 36 12 24 36 12 24 36 12 24 36 '. - ' 1 Prescriptive limits are based on assumptions in Table 3.2. 1 f.1 g. '1i' v Rafter 1z i{`�•:��.►� t 'i.1.I !:� ,,. /T. - }�''�1 =:;:..::' _: Rafter Slope Required Num r of 16d Common or 40 Box Nails per Heel Joint Connection' z`s r '• .r+ i• :.y��� ': Ll' zT. C 'L:j. -s'... ' -.. 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed Spacing(in.) , �. : .::.:.._ =ta:^ :._,..•-� .,.. ::>.,•,.,,...-.:_. .., .-... ...:,r,,c w::.:_.._ .,..:, ,. _ . • Use all s ecified fasteners.See General Notes. the lesser of the tabulated values for uplih loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor 12 3 5 8 3 6 9 5 9 13 6 12 17 "' -"""""' " " (' p bolt limitations see Section 3.2.1.7 and 3.2.2.3. { • For use in vertical and horizontal applications. 3:12 16 4 7 10 4 8 12 12 17 a 15 • The HDU re 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other 19.2 4 8 12 5 10 14 7 14 21 9 18 27 quires no additional washer,the DTT requires a standard cut washer(included)be installed. wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 24 10 1 6 12 18 9 17 26 12 23 3a between the nut and the seat. factor In Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. • TO tie multiple 2x members together,the Designer must determine the fasteners required to join'the 12 3 4 3 5 7 4 7 10 5 9 13 4 Lateral connections shall be designed to resist the loads in Table 3.5. - � members t0 8Ct aS One Unit WifhOUt Splitting the WOOd.See SDS SCfeW InfOrmatl0n. 4:12 16 3 5 a 3 6 9 5 13 6 17 : • See SB and SSTB Anchor Bolts for anchorage options. 19.2 3 6 9 4 7 11 6 1 16 7 14 21 .__-..---.-.-----._---_,.:-.--_-..-..... .-..____.. __._....-_._....._ __.____- --.-•. _.._......------_- ... • SDS screws install best with a low-speed,high-torque drill with a 3/8"hex head driver. 24 4 a 11 s 9 13 7 13 19 9 17 z6 _,-:,,___ ..' *,' :• Refer to Anchor Designer Softwaret"t for AC1318 for anchoring solutions. Table 3.2C Silf or Bottom Plate to Foundation Connections E'aC�?�Sllt+� 12 3 3 s 3 4 6 3 6 a 4 7 11 . (Anchor Bolts)Resisting Uplift Loads from Wind 16 3 4 6 3 5 7 4 7 1 9 14 ' 5:12 (Prescriptive Alternative to Table 3.2) 19.2 3 5 3 6 9 5 9 1 6 11 17 For do per ASTM test stand ds,anchor olt nuts shou d be finger-ti ht hot wns, ar b I g ------ ------ - `•_ " plus 1/3 to 1/2 turn with a hand wrench,with consideration given to possible future 2a 3 9 a 7 21 6 11 16 7 is z1 wood shrinkage.Care should be taken to not over-torque the nut.Impact wrenches 700 yr.Wind Speed 3aecond gust(mph) 110 115 120 130 140 150 160 170 180 195 12 3 4 3 3 4 3 4 5 3 5 8 ^ " Y••' _- , ., _ , �� ►�.�-. should not be used. Sill or Bottom Plate to Foundation Anchor Plate 16 3 3 5 3 4 5 3 5 7 10 $' f?.00 ;:;• i it.'r =;' r .1�VI O i Z " Foundation Su ortin Ma imu nchor Bol in in.s z 7:12 ;YT(1 IiC IIRBCtS'a rafter Qrl a0110ub1 %tOppfate :at•a. _5a0g1@ i.;3x', ; Bolt Connection Resisting PP 8 19,2 3 4 5 Size m t spec g( ) 3 4 6 3 6 9 8 12 119ATEIt114L:1:S:pauge: }. ii: "; >.•' :"1 •}q,�q' ¢ z4 3 s 7 3 5 8 4 s 11 5 10 15 F(Nle".flCP2•-gailMItedor ' HCP4 an(zed: '7 'PROV"IDE 3-� .A;T :�A-,Q-1 EXTERIOR 8 End Zones ::•. '�• _ 'PUIl1 NE:' it - CO ER I1�T 1-3stories 72 71 57 43 3D 27 24 22 12 3 3 3 3 3 3 3 3 5 3 4 6 iN$7AiaATIQN. •t168all's 11915:: G8i19T�l;Ndtesp `; ; :.. -?+. 14 ' 12N E12SEC�TION a 2x4 „-' Nr!�n�* . a t.__ lntedd- es 16 3 3 4 3 3 4 3 6 3 5 8 ` AttaCII:Icf%:�OUbie`toy' S;btr1119 r4#rIetragafrtditirtatileJoads:', Fib(:pHop :<: 1: 6 i .v+ ���.Z1p`p� _- .... ._ ..-.. ....,. _.. ... . 1-3 stories 72 72 66 s0 41 35 1 26 23 9:12 `",( 6ta11 r. .l s � ':. •Ui$r Tr�N� !' 111s' ! ` 7 ..( V Uplift Loads 19.2 3 3 4 3 4 5 3 5 7 3 9 nl rand comp ere trig:Aafterrrtay be.slOpBd to• )' �'' ` 8'End Zones ' . 'a • •. �.�a\ V 24 4 3 4 6 3 6 9 4 8 12 r.DDCS:' e'pa a 1 fOfCode Key,Cbaft. :F" 2x6 1-3stories 72 72 68 51 42 36 2 2 26 23 - 'w4- a L. * .: �` , interior nos 12 3 3 3 3 3 3 a 3 3 5 :d " r ���•�' L. - ' �f.I Q/.. 1-3storles 72 7 60 42 37 34 31 16 3 3 3 3 3 3 3 5 3 4 6 - _ 'D011Q-17i=i:arCjlt! eP1n �� ...1 --a iz:1z So.Piae;I: p h:,.. BXr4GT 5t2EJ 19.2 3 3 3 3 3 4 3 4 6 3 5 - 1' - :Fasteners' y j ' •:7AtlBiMedte' 1Y� . 'MI tier oriel' 'Jtftowabte•' _ `= :�` .., Bin 111 F.: "': ,(Oa t:>' :`.Code a -o ---- 24 3 3 4 3 3 5 3 5 7 3 6 9 rre ^ ' Sizg: N0. :Rl:f.::' ,. cr 1 '.' o le 4A Raf r r : i i I L .e -:: Tab 3. to a d o C e Inn Jo st to To Pate atonal and U11r.. / e p 1 Heel joint connections are not re uired when the rid a is su orted b a loadbearin wall,headeror rid a beam desi nod to ;n: 135; 'X�:'.';.,138&'1B9 '` • r Shear Connection Requirements E��®�1t�re J q B PP Y g B B 1,. aT0 •'.I .To', f ....„ 1 i '.•'Batters' • ley -. _ { res st the app fed loads. �14 x'.,1! ItR'; ::F".. lift •F- l(C (Prescriptive Alternative to Table 3.4) 2 When Intermediate support of the rafter is rovided b vertical struts or urlins to a loadbearin wall,the tabulated heel joint t i t -''a f. : 17S~ "( � •1 ' f1 W QI°�i NS i'°GR . p Y p B J 2z .HCF__ -i:6-10dx7 6-101ix1 h 2017• "'605`:..:SOD'.. Y 2B0" ''9.::; '::•.. '. :•4'�'�tCPq ..•: connection requirements shall be permitted to be reduced proportionally to the reduction in span. 4x:":::HCPQ`•i`*4;1od:: • 8-1 d•' 3367� 1000' '285• > 860 230'• „ . , NM I(OOR ' 3 Equivalent connections are required for ceiling joist toceilingjoistlapsplices. T.(Oad5=fiayTiOtfieiiierCased,forS►tOrt-wm:l0ad(ng: :. Mm%MVO F 700 yr.Wind Speed 110 115 120 130 140 150 160 170 180 195 BP2 21he-MCPcadbeindtallydan:theinside,and-thtAutsjdeol']fta ivail`imltiila-boti0m:. ':f;;' ': 3-second ust m h _ 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. - �: •'',:rNtiP4lifrAlfa�) 7-9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA CltO�dtftlSS.eftd'aCh7EVC'#WtCe3f181D¢d18paCtly i :,: __: '?.. ;. ;`:•r' , ' .:,,•: - Wall 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. U.5:=P2terdJ},580;-is T ical f1CP`insfallation Rafter/Ceiling Joist Number of 8d Ctm on Nails or 10d Box Nails(Toenailed) •3:.11prdloWtinClude'8 a3%Bnd-Botinlxease for bartliquakp tlrwind-liiadfn� '•. •.. �.. Hei ht When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint `.>no r a a: i er:iDads � • S cin in. B Re uired in Eac Rafters or Ceiim Joist to To Plate Conne , n1""' '(yithq inrr a6,a1 Owed,redu5e*-w&tn,n �ov9rtt.;w;r <•s:•,:.,' . , ,^ • Pa a t ) a / g P a o :+. DATE: # . REVISI E ft. connectionrepuirementsshallbeincreasedbythefollowin factors: � � - � ON D SCRIPTION: BY: 8 2 2 2 3 3 3 3 ! B B / p � . Ce tin Hei ht To : s lum 12 10 2 2 2 2 3 3 3 3 Heelloint Connection • Plate-to-Roof Ridge • ' � ,te.;'fir s6wr "'t`sr� '' :;<s � 3"L �� � ` t : � `�,.:� ':4 W+IBlaisaitl!'a�aN 8 2 2 2 3 3 3 3 3 Adjustment Factors 3aFAa a _ L I B E R A T O R E R E S I D E N C E Height tHdHai -.~Jri.: ja-c .+...... .....- 10 2 2 2 3 3 3 3 4 .T T 1/2 2.00 ItiIAIERiAt:1$gauge. FlN1SH:Galvanized �. `'�✓ F r, 2a s 3 3 3 4 s 5 s s r i/3 i.so ;INSTRI-tAT10N:•Ute Bg specified fasteners.See General Notes. ,`.,r.°' `� �' , u.s.ralem �`_�• «�;,, .•,�-;:..� .� • 15625 NEW SUFFOLK AVE SOUTHOLD NEW YORK 1/4 1.33 •On end of rid a-use optional diamond holes to secure the MG. 8.8e8,1t8 i` #`�{ ' '� i O 30 3 3 a 5 5 5 5 g s r - . ` ' �, (� 1/5 1.25 Bend face flanges back flush ruritt rtdge,and complete laJtingj ; w,�: + J A M E S D E L U C A A R C H I T E C T 1 Prescriptive limits are based on'assumptions in Table 3.4. ,;,,,�, `-� `«' 1 1/6 1.20 •On face of ridge-adjust to correct height and Install nails. «: ' ical HRC s' r 2 When ceiling joists are installed parallel to rafters,the sum ofthe toenails in the rafter and ceiling joist shall equal or exceed �'p 1•r' `: li4 iAL. the tabulated number of nails required• 1/10 1.11 •Doublebevei-cut hip members to achieve full bearingcepaeity, -, , *.., • Installation HRC1.81 TQl .1�t� , t t 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11 2 3 To avoid splitting,no more than 2 toenails shall be installed it each side of a rafter or ceiling joist when fastened to a 2x4 •The HRC be si0 ed to 45 wait no redtleUon in toads. :. 'ter �-'t"W lDQQ 7 4 Note:Lateral to-rootfri of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of p a4; an tiff end a 'H IS � , top plate or 3 toenails in each side when fastened to a 2x6 top plate. the top plate-to-roof ridge height,Ha or when He is greaterthan 2 feet and may require additional consideration. CODE$:See page 10 for Code Listing Key Chart. . . . . of a ridge T E L• (6 3 1) 3 6 7-Z 0 1 1 Copyright©American Wood Council.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. �+ •• , 4 Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: De0 FVLarchl8s.flea - Sanicc-P(tre'Fh ''r, 1 T AMERICAN WOOD COUNCIL Member She Fasteners BRIM gg n. 'x;° AlI�BlBble Leads Alimrablr t dads Cede •.x"' Wail Height 8' 10' NB. Carrying . Each Arg UpHR Uplflt Hear Same Roof Uplttt Flea 8new Hoof Rat• �' �.. " >��"_' DATE: PROJECT: DRAWN BY: Top Plate to Ridge _ W Ridge Member M Ult HS 6 1W i 1 33 i 115 in :,� „-rxT t �£ a Adjustment Factor '1j1 car , x% '•: ' . c =: °4 s i Height(ft) NRCi.81 tt'Yie 137wWe 16-10dx1 k 210dxi14 5950 240 990 7`20 830 900 210 250 82S 720 760 9 4:: .. :`I . - ,.; 10' 1.00 1.00 •l" .v-: ' .1,AHowabteloadsshownamforeachhip.TOWloadcarrled 2.UpiHtioadshioludea93%and60%incrBaseforoathquakeorwind COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. 1s' 1.1s 1.2s bythocomteetorIsdoublethisnumbeE loading;noturtherImnessalaifed;reducewherartherloads001M. Optiona) THE DUP ION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR zo' 1.40 i.so 8.Rooftosdsare12696of800rkiadsunlesslimitedhyotilercrfterla NRC1.811nstailation' THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: Liberatore._CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 My It i r.Ci �&A3m{`.rriull, k;}w{`d.'1:+°�'d.�.;'�^�;^xa"�"i".A nsf+:n'Y}'.'�.`S7-'�un.y'te,,.'i�C+e..,Y;e-.tj,,ii;%,.+•i;T:�-°a.'.�•es',r�r.`;'�.-la«:t'>'>'r%.`,ka�.t�iy�,:`x..��.':.�xi;:,d:_.^,;w'7_`""..r.}id,nv F'+.{.,'r�v.``':�y+'�'N?k�ai,s';^.�.':.3,qr,i$^:.+�k�ti`'-,(i,',yt`oz-�r^J",r�i.j'r.�1..,C"?,;r>f:S.:.�§.''uzzr,.m�A zn-C',.�HF.'4.y�,.:^ �q'',.5;`;'.y3R:�r-t4�4s 4:{;'taY'a,�Ste,C'r�,_��p�^:r..gaI 11;M f��Qg"2F�-y .'K�i', J rr.i rnl Sheet 603 ,t :5 I'l?k %4 yNM 1I,u". •'n'�...L..3T:SX]Z�tYitti�cti:,: .£r ,....�,�,....-u.r`i.t&, �:.M,'`W> .::sr`:f2-i!r^.i':`.:eY>T„s :€��' ���.+kw°'+r+uali-::..�.d PROVIDE BLOCKING AT _Duct Sealing STUD CAVITYAT SHOWER Air Handler Air Sealing Ductwork, furnaces and air handlers should be sealed against air leakage.The only place air AT EXTERIOR WALL should be able to leave the supply duct system CONTINUOUS BEAD OF and the furnace or air handling unit is at the SEALANT CEILING GYPSUM BOARD AS AIR BARRIER supply registers.The only place air should be CONTINUOUS BEAD <5 able to enter the return duct system and the OF SEALANT Mastic furnace or air handling unit is at the return grilles. A forced air system should be able to be PREFAB FIREPLACE UNIT CONTINUOUS BEAD pressure tested the way a plumber pressure tests1 11 1 F OF SEALANT a plumbing system for leaks. Builders don't INSULATED EXTERIOR CONTINUOUS MINIMAL f"'w accept leaky plumbing systems, so they should TILE SURROUND FINISH STUD WALL EXPANDING FOAM AT . not accept leaky duct systems. CEMENT BACKER BOARD INSTALLINTERIOR SHEATHING WINDOW PERIMETER Supply systems should be sealed with mastic in PRIOR TO INSTALLATION OF order to be airtight.All openings (except supply INSULATED EXTERIOR PREFAB FIREPLACE UNIT registers),penetrations,holes and cracks should STUD WALL I be sealed with mastic or fiberglass mesh and THIN-PROFILE WALL mastic. Fabric/rubber duct tape (common duck SHEATHING tape developed for temporary repair of cotton duck tarps and raingear has thousands of uses. WINDOW UNITAS Sealing ducts is not one of them) should not be -- AIR BARRIER Rigid Duct Air Sealing used: after hot and cold cycling,the adhesive CONTINUOUS MINIMAL dries out and fails. Tapes meeting UL 181A or EXPANDING FOAM AT 181 B may provide reasonable performance. WINDOW PERIMETER These must be applied only to clean,dry,and MANUFACTURED j dust-free surfaces. Sealing of the supply system SHOWER PAN CONTINUOUS BEAD OF CONTINUOUS BEAD includes sealing the supply plenum,its SEALANT OF SEALANT < attachment to the air handler or furnace,and the CONTINUOUS BEAD Mastic air handler or furnace itself.Joints,seams and OFADHESIVE openings on the air handler, furnace or EXPANDING FOAM CONTINUOUS BEAD ductwork near the air handler or furnace should WOOD FRAME OF SEALANT be sealed with both fiberglass mesh and mastic FLOORASSEMBLY --- due to greater local vibration and flexure. WOOD FRAME Flex-rake-off from Rigid Air Sealing FLOORASSEMBLY Return systems should be"hard" ducted and Mastic sealed with mastic in order to be airtight. Building cavities should never be used as return ducts. Stud bays or cavities should not be used for returns. Panned floor joists should not be `° CONTINUOUS BEAD used.Panning floor joists and using stud cavities OF SEALANT 0 . as returns leads to leaky returns and the creation of negative pressure fields within interstitial AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING spaces. Carpet dustmarking at baseboards,odor oa problems,mold problems and pollutant GreenBuildin Advisor.com transport problems typically occur when g Scale: 11I2"=V-0" 5,01007 AIR SEALING AT PLATFORM FOR MANUFACTURED CONCEPTUAL AIR SEALING STRATEGY I! building cavities are used as return ducts. ©BuildingGreen LLC 2008 FIREPLACE ASSEMBLY UPPER WALL SECTION Green BuildingAdvisor.com _ Scale: 1112"-1'-0° 5m01012 Green BuildingAdvisor.com 5mO2003 This Information Sheet has been prepared by Budding Science Corporation for the Department of Energy's —` — "'" © BuildingGreen LLC 2008 Scale: 314"=1'-0" Building America Program,a private/public partnership that develops energy solutions for new and existing `" W homes.The vievis and opinions of authors expressed herein do not necessarily state or reflect those of the m�IC� CEMENT BACKER BOARD ©BuildingGreen LLC 2008 United States government or any agency thereof. u's.uen.rY n.ne oY e�«.av TUB SURROUND FINISH For more information about Building America go to oww.buildingamerica.gov TUB UNIT CONTINUOUS BEAD OF SEALANT TUB SURROUND CONTINUOUS BEAD OF ADHESIVE The longiradinal seams and transverse joints in sheet Floor Boot Air Sealing (BEYOND) CONTINUOUS BEAD metal ducts should be sealed.The inner liner of insulated plastic flex duct should be sealed where flex CONTINUOUS BEAD OF OF SEALANT WINDOW UNITAS ducts are connected to other ducts,plenums,junction AIR BARRIER �r SEALANT boxes and boots/registers. PROVIDE BLOCKING AT FLOOR TRUSS The recornmended procedure to connect insulated STUD CAVITYAT TUB ASSEMBLY CONTINUOUS MINIMAL flex duct to a metal collar is as follows: :�,-- � "` AT EXTERIOR WALL i EXPANDING FOAM AT 1. brush a thick coat of mastic around the Joint between boot and INSULATED EXTERIOR WINDOW PERIMETER collar; o��lass and;'sue STUD WALL CONTINUOUS BEAD or caulk THIN-PROFILE WALL CONTINUOUS BEAD OF SEALANT N OUS BEAD 2. slide the inner liner over the collar; -Mastic SHEATHING OF SEALANT 3. tie wrap the collar with a tensioning tool (not OFADHESIVE just by hand); CONTINUOUS BEAD OF CONTINUOUS BEAD SEALANT OF SEALANT 4. pull the outside liner over the boot; Ceiling Boot Air Sealing CONTINUOUS BEAD OF SEALANT 5. tape the outside liner to the boot with INTERIOR GYPSUM WALLBOARD appropriate tape; — Mastic EXPANDING FOAM AS AIR BARRIER 6, brush mastic over the tape bridging from they WOOD FRAME 1 outside liner vapor barrier to the vapor FLOORASSEMBLY ' CONCEPTUALAIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST CONTINUOUS BEAD barrier of the boot. When flex ducts are used,care must be taken to � OF SEALANT prevent air flow restrictionsuch as those resulting Green BuildingAdvlsor.Com Scale: 1112"=V-0" CONTINUOUS SILL SEALER from pinching ducts or from kinks caused by Joint between boot 2nd m BuildingGreen LLC 2008 / -FULL WIDTH OFMUDSILL bending them at a tight radius. ceiling drywall sealed with FOUNDATION WALLAS mastic or fiberglass mesh Connections between grilles,registers and ducts at and mastic oreaulk /\\�/\\ . � AIR BARRIER ceilings, floors or knee walls typically leak where the boot does not seal tightly to the grille or gypsum \\\\\\ a CONCRETE SLAB AS > ATTIC INSULATION \\\\\\ ° a AIR BARRIER board.Air from the attic,basement,or crawlspace Rigid to Flex Air Sealing AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING ll SECTION can leak in{or out where the ducts connect to the boot. Mastic WOOD TRUSS FRAMING If the a between boots and sumboardo opening � Green Build ingAdvisor.Com Scale: 11I2"=V-0" 500100 SHEATH INTERIOR OF \ x\/�\/ gap grP P g \y,r . . ��,,.,� ®BuildingGreen LLC 2008 \\\ or subfloor openings is kept to less than 3/8-inch,a ATTICACCESSTO \ \ \ bead of sealant or mastic may be used to seal the gap. t=q +1"OF INSULATION LEVEL bead \/ \ Where gaps are larger than3/8-inch, fabric and mastic -. y 1"RIGID INSULATION CONCEPTUALAIR SEALING STRATEGY II should both be used.The optimum approach is to wt; MANUFACTURED RECESSED LIGHT ENCLOSURE keep the gaps to less than 3/8-inch and use a bead of ATTIC INSULATION LOWER WALL SECTION sealant.This requires careful coordination with the ATTIC TRUSS Green BuildingAdvisor.eom drywall contractor to make sure that the rough openings for the boots are cut no more than 3/8-inch f ACCESS PANEL (D BuildingGreen LLC 2008 Scale: 314"=1'-0" 5mO2OO2 DRAWACCESS PANEL SNUG er than the actual boot size on all sides. bigg WITH PERIMETER SCREWS ENERGY NOTEL>: TRIM AS REQUIRED 1. ALL CONSTRUCTION SHALL COMPLY WITH 2O18 IECC. FINISH CEILING 2. N1101.14 COMPLIANCE: CERTIFICATE TO BE POSTED NEXT TO BURNER LOCATION ---_-_- 3. ATTIC AND CRAWL SPACES ACCESSES TO BE WEATHERSTRIPPED AND INSULATED TO LEVEZ A L EQUIVALENT TO _ THE INSULATION THE SURROUNDING SURFACES 4 .INSULATION COMPONENTS OF THE BUILDING THERMAL ENVELOP SHALL BE INSTALLED IN ACCORDANCE WITH THE AIR SEALINGATATTIC HATCH 11 FINISH SCREWS CRITERIA LISTED IN TABLE 402.4.1.1 — — - 7'9-25 ISSUED FOR BUILDING PERMIT J. DeLUCA 5. TESTING—RESIDENCE SHALL BE TESTED AND VERIFIED HAVING LESS OR EQUAL TO 3 AHC50 IN CLIMATE ZONE 4A AiL J�. aw 6. DUCTS— SUPPLY AND RETURN DUCTS N ATTICS SHALL BE INSULATED TO A MIN. R:8 ®3" OR GREATER DIAM. AND = Green BUlldingAdVISOr.COm Scale: 11I2°=1'0" # : DATE: REVISION DESCRIPTION: BY: R:6 A DUCTS LESS THAN 3" DIAM. ®BuildingGreen LLC 2008 7. DUCT SEALING—ALL DUCTS AIR HANDLERS AND FILTER BOXES SHALL BE SEALED LIB E R A T O R E RESIDENCE 8. DUCT TESTING— DUCTS SHALL BE PRESSURE TESTED TO DETERMINE ANY AIR LEAKAGE EXPANDING FOAM SEALANT AT PERIMETER 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS LESS THAN 1057 OR GREATER THAN 557 SHALL BE LLCONTINUOUS BEAD OF SEALANT INSULATED WITH MIN !R:3 15625 NEW SUFFOLK AVE. SOUTHOLD NEW YORK 10. MECHANICAL VENTILATION— SHALL MEET IBC/ IMC DRYWALL CEILINGa ti 11. EQUIPMENT SIZING— AS PER ACCM MANUAL S BASED ON LOADS CALCULATED PER ACC MANUAL J AS BY HERS RECESSED LIGHTING FIXTURE J A M E S DE LUCA ARCHITECT RATER 12. LIGHTING—A MIN. 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH—EFFAICIANCY LAMPS. 13. ALL PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, IMC, IECC. � 29 MAIN STREET COLD SPRING HARBOR , NEW YORK ii724 AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC D-13 TEL: (6 3> ) 3 6 7-y o 1 i CONTRACT OR TO SUI3MIT ALL CALCULATIONS AND MECHCANICAL EQUIPMENT SPECIFICATIONS FOR APPROVAL BY _ '�t Td LOCAL JURISDICTION. 5 02041 14. ADDITIONS, ALTERATIONS OR RENOVATION, SHALL COMPLY WITH 2O15 IECC. ALTERED PORTIONS OF EXISTING Green Buildin Advisor. COr7l DATE: PROJECT: DRAWN BY: BUILDINGS IS EXCEPT FROM THIS REQUIREMENT g Scale: 1 1/2" = 1'-0f1 15. PROVIDE MINIMUM Of- ONE (1) PROGRAMMABLE THERMOSTAT FOR EACH SEPARATE HEATING AND COOLING SYSTEM ®BuildingGreen LLC Zoos IN ACCORDANCE WITH SECTION CONTROL SYSTEMS 16. ALL EXTERIOR WALL/ FLOOR/ CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. R402.4.1.1. APPLY FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING GWB E DU ON, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR US THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: LiberatorE:_CONST DRWGS_7 9 25.dwg PLOT DATE: Friday, July 18, 2025 , I